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All APPLICABLE INFO MUST BE COMPLE`r FOR APPLICATION TO BE ACCEPTED Date: a \5 Permit Number: Gj __ SCANNED R RECEIVED OCT 12 2015 BY s St. Lucie County -- -- — _ Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X PERMIT APPLICATION FOR: S > f� — ( PROPOSE-D INPROUEM' ANT LOCATIO : Address: 20 20 —CC \+on Rc-)Q.c\ eom-k S'k_ Ljc,ie_, FLor<cio, 34R52- Legal Description: S fi L� C+ e C-> ck P e1 eh c 2 3 3 G 40 1 K k 1-(D-r ti 4 Property Tax ID #: 3 4. 1 + - 5 0 1 - 0 S 14 - 2 U CD - (a Lot No. 1 4- Site Plan Name: Block No. 1 Project Name: F�c�12r� f2S C�e+1CZ Setbacks Front 1�09 Back: Lqt&5' Right Side! 11,E Left Side: JL�l • 2 "tMechanical �C Electric _ Gas Tank % Plumbing _ Gas Piping _ Sprinklers _Shutters _ Generator )t-14intfdws/DodrsJ "4 Roof - Total S Ft of Construction: c 1 q. '3 � Q Z Sq. Ft. of First Floor: � I �`n>� -t .•.� •, .Cost of Construction: $ .2 ��y O Utilities: _Sewer _Septic Building Height ©WNER/LES-SE - CONTRACTOR: Named G o -1- Ch 0. Nameyiyi Ce rv�1' "�% tAddress,> 2 c�a,2 0 — ; I i l�1-ova 1�°��d 1� .Company. %��5 e. i G-3:�%;lder� s 0-evel I City":'-An"A Y"St 1--- 6 r State: - F1 Zip Code-. ' `� F 2- Fax: Phone No. =Ad'dress� l 9-A-- "! S . t` 0 e, mt n S Ave city: !20V 4 S+. Lu of e State:�l Zip Code: 3 4 q -;a- Fax: Phone No -1 2 - E-Mail: Fill in fee simple Title Holder on next page ( if different from the Owner listed above) --I E-Mail A R V 19 8 J e be 11 S o u+1' .. n e. State or County License R R 28 2 8 1 If value of construction is 2500 or more, a RECORDED Notice of Commencemenr�t is required. _ 3-LQ t .b CPI\ � I 'i r. DESIGNER/ENGINEER: Not Applicable Name: Ravi R • VA�e-11 0. MORTGAGE COMPANY: Name: �( Not Applicable Address: 13 $ S.''c- gran � � Address: City: I �r-4 S—F- L,ict c State: t-T ZiP:3�9g3 Phone 7"1'�$►1-24�� c Oc> Io City: Zip: Phone: State: FEE SIMPLE TITLE HOLDER: ZC Not Applicable Name: BONDING COMPANY: Name: �t: Not Applicable Address: Address: City: City: Zip: Phone: Zip: Phone: SUPPLEMENTAL CONSTR GTI©N LIEN LAW INFORMATION:: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder,to build the subject structure which is in coNict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or -prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the'granting of this requested permit, I'do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencingwork or recordingour Notice of Commencemen 079 17 Rev. Sign�tu°re of Owner essee/Agent Sign ture of Contractor/License Holder STATE OF FLORIDA I STATE OF FLORIDAC COUNTY OF cSlr.Lac.0 COUNTY OF The forgoing instru ent was acknowledged before me The forgoing inst ment was acknowledged before me this Zq day of cuS1" . 20� by this � day of f�'�Q�l 20 � by (Name of person ackn�owl�ed�g`inOg�)� (Name of person acknowled i (; ) (Signat o Nota ublic- State of Florida) (Signature of Notary Public- State of Florida ) Personally Known OR Produced Identification � Personally Known OR Produced Identification Type of Identification Produced �L Dr':os�S �.teett� � J08E cation iMr�G�b LDL_V L�25 8(,o-tO�la�� MY COMMISSION Commission No.' FF't-yl �y q FF24171M Notary Public EXPIRES In�61Yn N al ) State of Flo 4OWCOMMISSION# REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW RE IEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE, COMPLETED Professional Insulators of South Florida FTC Insulation Installation Certificate To: I St Lucie County Date: jAugust 25, 2017 Re: Lot/Block: Address: 173 Med Blvd Wast Project: The andersiened herebv certifies that insulation has been installed in the above described nronerty as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: IFiberglass Blankets Manufacturer: F1 FOR ol Blankets Density: Foil R Value: R 4.1 VAluminum ard ene 2. Ceilings (level) have been insulated with: Spray -on Cellulose Thickness in inches: 11.1" X Fiberglass Blown Manufacturer: Climatepro Rock Wool Blankets Density: Aluminum Foil R-Value: R 30 Polyurethane Open Cell SPF Ceilings (inaccessible) insulated with: Spray -on Cellulose Thickness in inches: 9.5" X Fiberglass Blankets Manufacturer: Johns Manville Ignition Barrier Density: Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Open Cell SPF' 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Fiberglass Loose Fill Manufacturer: Rock Wool Density: Fiberglass Blown R-Value: Cellulose Loose Fill Open Cell SPF 4. Garage partition walls of A/C living area have X Fiberglass Blankets been insulated with: Rock WeoI Thickness in inches: 3.5" Polyurethane Manufacturer: lJohns Manville Spray -on Cellulose ' Density: I Open Cell SPF R-Value: R-11 S. The following have been insulated: boo _��-t)�R►fF :o,:� _ �+� S• +': � W a loc. WYN1NfE BuaDING COPP. General Coutraet/Builder _ CBC1254041 Competency # Professional Insulators of South Florida, Insulation Contractor By: 17 666-A Z600/ZLOW L09-1 999L8L8ZLL dao0 suip[in8 auu/M -WNJ L1=96 LL,- 90-60 Planning & Development Services Building & code Regulation D➢v➢s➢on ^ zue virginia Ave Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMIFNT CONSTRUCTION SOIL TREATMENT PERMIT #: � JOB ADDRESS: BUILDER/CONTRACTOR: cG PEST CONTROL CONTRACTOR: -ice PEST CONTROL LICENSE #: - a I �2 we, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association, square feet if area treated: ZGO l[C Chemicals used: 1Qil i«P Percentage of solution: r Date of Treatment: 1f — _Footing _1"Treatmefrt ,.,Re -Treat _Driveway SaTreatrnent Re -Treat f)ther ^12 Treatment Re -Treat Total gallons used: % Z''S Time of Treatment: l a' 3 - slab --- — — _ie Treatment Re Treat _Pools Final Note: There must be a completed form hbreadh required tre4neot orre-t tmsntand this form mustbe on the job site to be proted up by the #hap&tor attire of each lrspeWoorfii or the scheduled inspecb'on w111 fall and a•fe IlWectlon fee diarged. FBC104.2.6 rertfirare of protewve Treatment fbrprevention of termites. A wratherresistantjobsite postn9 board sheli be provided to receive dupNote Treabnent cerwlrates as each required protective bwbnentis completed providing a copy for the person the permit Is issued to and anotmr copytor Me twllding permit fllex The Treabnent CerUfrcateshall provide the product used, lianW of Me applAcator, Ume and date of the treatment; site lowtIon, area treated, chemical used, percent concentration arrdnumberof9a11ons used, to establlsh a milable record of protective treatment 0the soil Chemical barrlermethod for termite prevention k used, final exterior treatment shall be completed prrorto final bu0579 aPProvai St Lucie county requires for the final inspection for CO, a Permanent Slicker to be placed on the elect#cal panel box cover, listing all the treatments and dates of applications. Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue Ft Pierce, FL 34982 Phone: 772- 462-2165 Fax: 772-462-2522 Request for 30-Day Temporary Power Release Date: C�5 z�l Z©6 C Permit Number: � yl- o"} '�11�' `C� Project Address: 2 O 2 c7 Tt, J-+O ^ R 10 G-C1 3 4 Q 4 7— THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. ' 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for 4. Testing" have been fulfilled and the premise is ready for compliance inspection. 5. All requests for an extension beyond 30 days must be made in writing to the Building Official stating the reason for the request. Power may be removed from the site and/or a Stop Work Order issued if the Final Inspection has not been approved within 30 days. A fee of $100.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. -a5- VWINL' Wl 11alumm /' "' 1 SIGNATURE SLCPDSD Revised 06114/2010 DA MAY 2 6 2016 - PERMITTi qG St, Lucie County, FL COMEX �� <I L-D2c`l, M i i r '.-R7agh ':`,�,Begm"L%a'd[ng �`,TQ JQh' �ArtCv.ct4,; ,`,`Start U'CUo�dt ? ,FiEt)tiUhbad s ..='4L48ve`�Jgb,,'. q`;FCfiU�it ptan4;'„ Customer Code: I Customer.Name: Customer Job Number. Order Cade/Date: � ? 3t .Pi§144bt�kQJ !?. SlASCJtSRY Sk?ECTti115TSI 1PdG Tcket Dale , Delivery Address: 1,1§G AL Map/Row/Column: Ra r '1`t e M'r s 3:!� uIse4tGheli.l l`S:Ii. i3 r y' + i a + I ' 3 . 3418 1=:F_ 4 Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: LOAD I CUMULATIVE I ORDERED 'MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY F.00 t c,,t> ,."^ 1.G. 00 i'. pP 9 S:."3`000 BLENDEDrRPM t.4 i ) rt wit " 1; 47k11E FUEL. SURCHARGE 120,27.,F69- ENVIRONPIENTAL CHARGE_' h I t D3 .:. EE€i,5 PM 2:41 Cash Check N/Auth Code: I Signature of Driver Receiving Cash: Cash Received. - Total COD Order Amount to Collect Without Standby Charges: Check. _ Charge Comments: WATERADDED: GAL YARDS IN DRUM: I WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: `,7iu�RETE D. S10LAL FEE SIGNATURE F D YARDS ❑ LOAD WAS TESTED BY: Notice: Our assumes will make every effort to place materials where the customer omen agrees but the SPECIAL TERMS: Any water added Is at customers own risk. If water Is addedonjob, concrete strength Company assumes no responsibilityaccepts for damages inside roue or Important line. Customer agrees to the m y belongerha, guaranteed. y WARNING: Product may rouse skin and/or eye imitation. CAUTION: Material terms of sale and y. this and ny will concrete as Is. Due to Important finished which are out di our may be hazardous to your safety and health. Please refer et the backside of this ticket for important return dafter concrete. this Company ll not accept any responsibility for the fin less results. No In writing safety AUTHORIZEhandling information, SIGNATURE: and to the material safety data sheets for additional lnfoimation_ within o concrete. Buyers exceptions and claims shall be deemed waived unless made to us In routing AUTHORIZED SIGNATURE: within one business day jitter the receipt of materials. O I 68UNIVERSAL PLANT I DRS=U TRY.e YI nnn wi Itrie . 0 oN M q 6 'cmC-x i 58583455 o-�Jant ' loading Job, " Starfi IAhLDad ",#FIJIish�lltTt ad � RetUpjiPlant . .`Begin .,„;�,To _, ,`� �,,,,��1rrJvelo"6,? ;�_ e� �I,ea�eJg'b y.Fq Customer Code: Customer Name: Customer Job Number. Order Code/Date: tPoorrSe : _ 'aiild; e"frofef.` s. i�5lif QCiPm1ectP0 Nu_m.ber 6,QD Numb ry` .. 49RRRf71 Ticket Data Delivery Address: lrysti`t'_!i ILTQ4 RIberuhos f 1 DISPetcfirre--r. .. Dt',eir._AMS i i, s �.; t a^'. J Ticket Number. 3�418807? 'tz I Due Qn,I.ob: a Slump:r4 (jt! i TnJcISi`L4IISII�ef, t 7i is o r Cy 7.;..1r pye[ H71g�per c `NS 5 er a C,YX 7. LF_kHil` EndU I-EI IG z E, _- X, Sr EL I LOAD QUANTITY CUMULATNE QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE I AMOUNT. i.0. 01 V-50931 a; . Or,O BL.ENDEDPRPM yb ..: . 1 ^47818 FUEL. SURCHARGE z . !>i i 1202749 ENV Y RfJNNENdTAI_ Ct-IRRGE r Cash Check#/Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Or der Amount to Collect Check Without Stan�7by Charges: I Comments: WATER ADDED: GAL YARDS IN DRU WHEN ADDED. —`—' SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUES�f: FLII-L L.I: PiD iARDS I SIGNATURE ❑ LOAD WAS TESTED BY: 7- Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own Oak. If water is added bnjob, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye siltation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside ofi this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional Infomiaffon. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us In writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. 68UNIVERSAL PRE V7 f R ; LOAD AD NLJPT! a; 1. PLANT I Planning & Development Services M 1N Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772462-2172 .Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: tC ~ C I iZ JOB ADDRESS: n ONO 1&&A- BUILDER/CONTRACTOR: PEST CONTROL CONTRACTOR: - - PEST- CONTROL LICENSE #: -M% I h, '`Z'�Z It We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: Chemicals used: 6LM' y Percentage of solution: JQ1Q-t . Date of Treatment: 1-191-1(a _Footing la Treatment _Re -Treat _Driveway � 15t Treatment _Re -Treat _Other _l' Treatment _Re -Treat Total gallons used: 31i Time of Treatment: 1 30 X! Slab Treatment _Re -Treat _Pools _1a Treatment -Re-Treat Perimeter for Final Inspection d-'d'A/ Si'gnatur#af Exterminator Note: There must be a completed form foreach required treatment orre-treaimentand th/s form mustbe on the Job site to be plated up by the Inspector at b7ne of each Inspectlon or the scheduled inspecdbn will fall and a•re-Inspection fee charged. FBC104.2.6CerdfrcateOfprotectiveTeabnentforpreventonofteimkm AweatherresbilantJabsitepostnyboard shall be provided to receive duplicate Treatment CeW&Btes as each required protective beatmentis completed, providing a copy for the person the permit is issued to and another copy for the buildIng permit files The Treatment Certificate shall provide the product used, Identity of titre applIcator, time and date of the beabrtent, site location, area treated, chemical rased, percentconcenbaton and numberofgallons used, to establdsh a verifiable record of protective treatment. If the soil chemical bander method for termite prevention is used, final exterior beatmtahtshall be completed prforto final building approval. St Lucie county requires for the final Inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, fisting all the treatments and dates of applications. i11.7iYi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 DATE TESTED PERMIT # CONTRACTOR JOB LOCATION SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 December 10, 2015 9XV09 ftwov Associated Builders & Developers, Inc. 2020 Tilton Road Port St Lucie, Florida KSM JOB # : 152695-1 d/MH/ct ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH 'PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. S.W. 0" - 12" 40 106.3 111.3 95.5 2. N.W. 38 1.08.6 97.6 3. Center 36 110.1 98.9 4. S.E. 40 107.7 96.8 5. N.E. 38 110.5 99.3 Soil Description: Brown Sand, Slightly Shelled In Place Moisture: 11.0 Percent Optimum Moisture: 11.0 Percent Max. Dry Density: 111.3 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets 112.0 W I E I I I I I I I G 111.0 .._..�.._..� I I ._..�.. I ..+.._..�..._.._ I H I T I I I I I I I I P 110.0 .._... _..� .._..I — --.. .. .. .._.._ c I I I I I I I I I F I 109.01-.._..�.._..�.._..T.._..T.._..T. I I I I I I _ I I I I I I I I I I R Y 108.0 �.._..�.._...._..} .._..+.._..+.._..� g 8 9 10 11 12 13 14 Moisture - % of Dry Weight Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 PLANNING AND DEVELOPMENT SERVICES DEPARTMENT Building and Code Regulations Division 2300 VIRGINIA AVE FORT PIERCE, FL 34982 772462-1553 RECEIVED NOY 13 20b GUEST HOUSE AFFIDAVIT I hereby affirm that Building Permit #1510-0167 for a Single Family Residence will be the main house and the existing home located at 2020 Tilton Rd. Port St Lucie will be the guest house. The existing SFR will not be used for rental purposes, seasonally or annually, under any circumstances. Print Owner's Name STATE OF FLORID6I . COUNTY OF } Uu 4. 43101."� Signature of Owner +h A' The foregoing in tmment was acknowledged before me this 11 day of Nov 20.1 by �y. ; (=z6f r % personally known to me (___) or who has produced fa. Ar:vvs L 4Arf as identification. Signatulfotar y/7—� FR7.�jI't414 Commission Number Notary swop JOSEPH BECK Ny CouLWS10N p FF241794 EXPIRES June 27, 2019 rot mcaie� O0"' PLANNING AND DEVELOPMENT SERVICES DEPARTMENT Building and Code Regulations Division RECEP.—D NOV 13 2015 BUILDING PERMIT SUB -CONTRACTOR SUMMARY 1 De"ekgev_*a, AC. r—` 55C9CC-C) e" Cnd will be using the following sub -contractors for the (Company/Individual Name) project located at Z O Z C) t 1 1 +or% Z 0 0. C1 (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical /ace�ra�� CIec1r:C.,1 (m 2i ry- T—_ n-ck o,,nv\ LC o003 0-71 Plumbing `3 0. SSoI n o { V �� ti n 5 9 Genlv�a�'a �c>Luo1�n o C�-C 42 � HVAC/ v S t o r`► A;r S Ae,,1S Cl —rl b Mechanical CQrL 1 rj SG2r MOe�s C AC 05 -9110 Roofing K-I C 13 1S a 9 Gas OFFICE USE ONLY: PERMIT ISSUE DATE: NUMBER: Revised 07129/2014 RE 11 PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division - BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Conn .Wor Certification Number: 1109 2^—y� State of Florida CertificationNumber (if appucabic): ee©oo3o7 , For the project located have agreed to be the Sub -contractor for AgS ociprneb Bii&tD66 uo DEdEwP61!S' A/c (Primary Contractor) or It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) QUALIFIER (Name of the Individual shown on the Contractor's License) NrATADiOCT CiCNATiTDCC Ar)C DCll1 Or)Crl NOV 13 ZE PERMIT# I I .ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: *5986 State of Florida Certification Number (if applicable): CFC1429157 Bassolino Plumbing / Gennaro Bassolind have agreed to be the (Company Name/Individual Name) Plumbing Sub -contractor for Associated Builders & Developers Inc. (Type of Trade) (Primary, Contractor) For the project located at Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004d)0) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: Bassolino Plumbing Address: P.O. Box 7114 City/Statelzip: Pnrt Raint 1 uria FI 34985 Phone: 772-871-9002 email: thheplumber6O@yahoo.com r<�yo A,SC'Ol e�,o % / `r SIGNATURE PRINT NAME DATE STATE OF FLORMA, COUNTY OF F� I_ LU 0 A L y THE FOREGOING INSTRUMENT WASSIGNEDBEFORE ME THIS � DAY OF l JQA-b W , 20Z BY��-a ��JIIJLD ZS tJ IJ WHO IS PERSONALLY KNOWN RO HAS PRODUCED AS IDENTIFICATION. - C111—� 'NOTARY ^ I, I (STAMP) SIGNATURE O NOTARY PUBLIC PRINT NAME 0NYVPUB`LIC SLCPDS: 08/062014 Rey;"r TANYALNEVIUE MYCO MISSION FF 1578�t ; . :,p EXPIRES: October t2, 207a �Rfh¢• indedtiaWryPubkUndemiM� RECEI`."D NOV 13 1015 PERMIT# ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (if applicable): C_ (Type of Trade) For the project located at G `r%�� C'AcoSIR 0 have agreed to be the Name) pp I Sub -contractor for 455o ctoTfd h Jd ers P-Da. k c-, (Primary Contractor) Street rax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDY (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES=ARE REQUIRED Business Name: Ls To M Air � ac.st,(f m S I r% c Address: N W S aF q) i 1N 0", r, 7)r City/State/Zip: '_R 2-C S-( U t( 0 FL `D Phone: 7'Ia 336 39-3-L email: t i✓n j0Lc9tS SouTrl,njX T� 6Vr{iS sln vnk%an5 • fvl311is' SIGNATURE PRINT NAME DATE STATE OF FLORIDA, COUNTY OF 5-r Lvc i i THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS d l DAY OF &>_-+tb�2- , 20 15 . BY e rLRTt 4 SA fflrvLO n_ S WHO IS PERSONALLY KNOWN t// OR HAS PRODUCED AS IDENTIFICATION. �t � P0.Y P4 c(STAMP) acJ C� rid rr� 13 .;ij Ifrk • a°;•^.� cHRIsnNERENGUSH SIGNAT� = OF I ARY PUBLIC PRINT NAME OF N Y PUBLIC . *MY COMMISSION I EE859284 EXPIRES: April 4, 2017 SLCPD OS/06/2 14 ���� ale BondedTh 8U*tr7Mery$Kft RECEIVED NOV 13'"a PERMIT# ISSUE DATE PLANNING & DEVELOPMENT SERVICES } Building & Code Compliance Division i BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number. State of Florida Certification Number (If applicable): For the project located at Sub -contractor for or have agreed to be the It is understood that, if there is any change of status regarding our participation with the above mentioned i project, I will immediately advise the Building and Zoning Department of St. Lucie County unty by filing a Change of Sub -contractor notice. (Form: SLCCDY (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: Address: City/State/Zip: F T .PIERCE F L. 34982 Phone: � � 4 0 email: — SIGNATURE P M1IE DA STATE OF FLORIDA, COUNTY OF THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS -al— DAY BY `� /� �� / e WHO IS PERSONALLY 11 PRODUCED AS IDENTIT1CATION. SIGNATURE OF NOTARY PUBLIC PR NT NAhiE OF NOTARY PUBLIC SLCPDS-. 0E/06/2014 r+" "".,, KAREN S. NIELSEN ° Commiss,on a FF 115637 :•�rr MY Camm.ssion Expnes June 12. 2019 20_L:� OR HAS (STAMP) RECEI'.'r:.D OCT 1210B PLANNING & DEVELOPMENT SERVICES DEPARTMENT Building & Code Regulations Division 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FILLED LAND AFFIDAVIT I, the undersigned, am the owner of the following described property, —901 —ORL4-7-d (Parcel Id#/Legal for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Property O�wnner Name (Please Print) Property Owner Signature Date STATE OF FLORIDA, COUNTY OF (3'. L'c11. ACKNOWLEDGED BEFORE ME THIS Zq!'M DAY OF v'S 1 20 1C BY �.' i� M WHO IS PERSONALLY KNOWN TO ME L—) OR WHO HAS PRODUCED—;:(- Of-% V«S 019^jQ AS IDENTIFICATION. SIGNAXkME OF NOTARY PUBLIC FP 7.91 " y4 COMMISSION NUMBER SLCPDSD Revised 04/11/2011 TYPE OR PRINT NOTARY (SEAL) JOSEPH BECK My C0#Am SSION N FF2F179& E)EPIRES Amy 27, 201Y NO7 epp01',A � 3g4SZ RECEI`: =D OCT 12 2015 PLANNING AND DEVELOPMENT SERVICES DEPARTMENT Building and Code Regulations Division 2300 VIRGINIA AVE FORT PIERCE, FL 34982 772-462-1553 GUEST HOUSE AFFIDAVIT I hereby affirm that Building Permit # .............. will be for the main house and the existing home located at '1 4 �!! ... a aAwill be the guesthouse. The existing home will not be used for rental purposes, seasonal or annual, under any circumstances. '_ . Print Owner's Name STATE OF FLO . COUNTY OF �c:P_ The foregoing instrument was acknowledged before me this 2.714 day of -&3 � , 20 if by (poll F:.tbrr.. personally known to me (__) or who has produced PL Omits f ,asset as identification. Signature o ary = 0ag174y Commission Number Notary Stamp JOBEPH BECK :� r_ MY COMMlSS10N p FF24 EXPIRES June 27, 201- twr aosoim .mm JOSEPH BECK ;�M MY COL ISSION a FF241794 EXPIRES Jung 27. 2019 aor seate>t .m. SLCPDSD Revised 08/24/2010 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE @ 4106972 OR ROOK 371: ';PAGE 868, Recorded 08/31/2015 at 12:; 9M RECEI1.'17D OCT 12 M PermUNo TUFalia Na3414-5U1-US14-200-G SiahofFlatlda Countyof bode The undersigned hereby glues entire Nat Improvement will be made to nerta In real Property, and In accprdauu with Chapter 713, Florida Sbmten, the following Wvrmatlw is Protlded In thin Notice ofTemmencemat IagalDrumW=ofPmpertr..(and mretaddressUavarl ble); Generaldeserliumm of lmpromments Owner lnfirmation or LK—e iidormatlan lithe leaee contracted for the lmpruvemenh Name; Call Flynt Address 2020TItLn Road PartSt Lude.Floddn34952 IvtOestmprapettl: pee _Chyle NameandaddrmoffreslmpleUtleholdet Nfditferem from Owoerl(slMabovep Contractors Namc A..ti-rated OvOders nM Oevelanera'fne,(VfnrnntV 11 n .President omba uesAddrese IR17SY DeminaA P etl,d Fldd^349So PhmeNumber.772.335.1990 S t3,Qfnppl(abbsaropyofthepaymentbond NaN hed):AnmuntofbondS Nameandaddtevc Phwena der. lenders Name N/A Ph. Number. NIA Ieodersaddress N/A Personswi lnthe StainofFloridades{gmtedby OwoerupwwbomnatiusorocherdommmtsmaybenervedaspmNdMby Yvlion 7t1tail) (a) 7., Florida Statmes N.. N/A - Phone Number. N/A Address N/A In addition in hlmselforhervAL Ownerdealgmtra of. mreceive. CM rthe heroes Notice as provided he Section 713 fa (1) (b), Florida Smtuus Phone number ofpemoo mentity4espowl by owner Erylmmen date ofNodu ofoommencenent(the espiadon date may not be before the mmpletlm ofco ctimaod Mal payment to the cent.m betwdlhelye fi'thedauofumrdmgmksadBRreetdaulsspec[ a WARNONG To UWREEo ANY PAYMENTS MADE BY THE OWNF.N AFTER THE EXPIRATION OF ME NOTICE OF WMNENCHMENT ARE COMIDEROD IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SEMON 71313, FLORIDA STATUM AND CAN RESULT IN YOUR PAMC.TWICEFORIMPROVEStMUTOYOURPROPMM AN071W OP WMMENfEHM M115T BMREWRDEDANDPOST®ONTBE IOB ATE BEFORE THE PWr INSPECTION, IP YOU INTIND TO OBTAIN FINANCING, WNSULT WITH THE LENDER ORAN ATTORNEY BEFORE WMMENaNG WORKORREWRDINGYOURNOTTCCOF WMMMtCEMENT. Under penalty of pet)my, I declare that i have read me foregoing entire of rommem<ment a nd that the facto stated therein am mew the beat of my lounwjtllead.Ige aanddbb�elleC (Sigmmreo/OwnermLessepmOwnefaorlessre's Author'med OBiur/Dlrectm/Pumer/Mawger 6A4eA- ,13y JOUM SECK (SlgiamysNle/Once) ! mycOMMa IM11IFFLil The foregoing Instrument was admowledgedbefoceme this —It v dryer 201s. E]@Na£UAnM17.3010 tmr t4amM a._ G,a,4 Frt n llufAar c.. Yr.... k1 Na®ofPermn Type ofauthorUy(eg. olgcurtume) PartyonbrhalfofwhamwsnrammtM wasIrm9 Persovaliylmown_orptoduced NegYaLTYMorSfampCommissioned Na OINomry%bhc) TypeofidennEatlooproduce4LN {+ia^tG STATE OF FLORIDA ST, LUCIE COUNTY THIS IS TO CERTIFY THAT T TRUE AND CORRECT COPY Date: Rt :Ei .._i; r 1� A15 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: APPLICANT: Gall OSTDS New PROPERTY ADDRESS: 2020 Tilton Rd Port Saint Lucie, FL 34952 LOT: BLOCK: PROPERTY ID #: 3414-501-0514-2006 SUBDIVISION: St. Lucie Gardens PERMIT #:56-SF-1632019 APPLICATION #:AP1205542 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR988637 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.6065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID., ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 1.050 ] GALLONS / GPD CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY ,[ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ D [ 667 ] SQUARE FEET SYSTEM • R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [x] MOUND [ ] I CONFIGURATION: [ ] TRENCH [x] BED [ ] N F LOCATION OF BENCHMARK: Pink spot on corner of back patio of existing home. I ELEVATION OF PROPOSED SYSTEM SITE [ 26.001[ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 13.0011 INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT D I O T H E R '1" REQUl1iF:D: 1,51.UUJ 1NUMxb C]ClAVA'1'1VN 1fY:j2U1MC:L: J /L.VV J 1NVNGtl The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of 400 gpd. The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with s. 64E-6.013(3)(0, FAC. Co 0 P IV SPECIFICATIONS BY: Jacob K Kirchner TITLE: Environmental Specialist I APPROVED BY: TITLE: Environmental Specialist St. Lucie - CHD Jacob K Kisohnas DATE ISSUED: 09/23/2015 EXPIRATION DATE: 03/2312017 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 „ 1.1.4 AE1205542 SE972151 NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN # A02, Tallahassee, Florida 32399-1703. The Agency Clerk's facsimile number is 850-410-1448. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a'final order'. Should this order become a final order, a parry who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 36 days of rendition of the final order. OFFICE USE ONLY: FILED: 1. LOCATION/SITE ADDRESS: 3. PERMIT # 15 10 O 1 (o% PLANNING &DEVELOPMENT SERVICES RECEIVED BUILDING & CODE REGULATION DIVISION 9 2300VIRGINIAAVENUE FEB 2 4 2016 FORT PIERCE, FL34982-5652 PERMITTING (772) 462-1553 St. Lucie County, FL APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: YV %" v ST. LUCIE COUNTY REVIEWED BY oadM DATE PLANS AND PERMIT - MUST BE KEPT ON JOB OR NO INSPEOTION WILL BE AAA[ p-r ra:J4•�4ron. 'Ecii- C oct.sk 2g---,rv1S CONTRACTOR INFORMATION: STATE of FL REG./CERT. #:C o C. % 312) 2 ST. LUCIE COUNTY CERT. #: BUSINESS NAME: L\�g.�:dF Gyl\bcr� (XAa 0evc101 QUALIFIERS NAME: \/'ram t)AJe V! 1 tom ` ADDRESS: t Z r S. E. tZr ..... A u e_ CITY: Pork SF. L, e< i STATE: PHONE (DAYTIME): y -r z _'t 7 n. o S A G FAX: 4. OWNER/BUILDERINFORMATION: NAME: G r-'C � ADDRESS: 7�m :2 p A a cr1 CITY: Qe �{� c i _ L, . ci a STATE: PHONE: 5. ARCHITECT/ENGIN NAME: �q ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 923109 Revised 04262010 �=1 ZIP: AQS-2. A\ 13DM23 iJ k3cIts m 1L er FAX: ZIP: Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek` RE: 29267 - Fichera Residence Site Information: Customer Info: Associated Builders Lot/Block: Address: 2020 Tilton City: Port St. Lucie 4S t 51 a- O 16 MiTek USA, Inc. 6904 Parke East Blvd. Project Name: Fichera Residence Model: Tampa, FL 336104115 Subdivision: State: Florida Name Address and License # of Structural Engineer of Record, If there Is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014(TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 160 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 2 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. Seal# ITruss Name Date 1 T8044667 JD02 2/15/0161 12 I T8044668 I DU3 12/15/016 1 Lan k Uormy ti6ZS'. The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Magid, Michael My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. mnEC�-'V z FEB p 4 7.010 PERMITTING St. Lucie County, FL "'PEL �GN G E ...... No 5368 �13 STATE OF S�tU % Al 111111111101, ' ,��,,�� Michael S. Magid PENo.53681 MiTek USA, Inc. FL Cart 6634 69N Parke Fast Blvd. Tampa FL 33610 Date: February 15,2016 Magid, Michael 1 of 1 Job , e Truss Truss Type qty P[y Sch. Re .nm ttngT604I6fi] z9zs] ooz NaM RIP 1 1 Eng: DR . Job Rfa f D 0 —w,,.,,ru.., r"r,,,,a,,r ..."." M5", 4x6 = 3 Sx8 = 20 4 Do not cut this member. 0.10-0 Scale: 1/4"' 1x4 II 3A = 21 5 6 +-6-0i-dM11 D-0-0 I 154-0 I 244-0 i 27-b11 1 1.6D 0-0-'0 7-2-0 64.0 gO-0 2-&11 Repair. Need to remove section of truss shown dashed. (+) Install 2x4 SP No.2 member(s), cut to fit tight 1� LUMBER AND CONNECTOR PLATES ('•) - Attach 12" plywood or OSB gusset (15/32" Rated Sheathing 24/16 Exp 1) TO BE CUT CLEANLY AND ACCURATELY to EACH face of truss with (0.131' x 2.5" min.) nails per the following nail schedule: AND THE REMAINING PLATE MUST BE 2 x 4's - 3 rows, 2 x ITS and larger-4 mws: spaced @ 4' o.c. into all covered members. FULLY EMBEDDED AND UNDISTURBED. Nails to be driven from bath faces. Stagger spacing from front to back face for a net 2' o.c. spacing in the truss. Use 2' member end distance. Plate Offsets M— f3:0.54.0-2-0I. 14:0-2-12.0-3.01 112:0-SB 0.3-121 LOADING (pat) SPACING" 2-0-0 CSI. DEFL In Doc) I/deg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TC 0.50 Vert(L-) 0.09 13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Ven(rL) -0.2111-12 >999 180 BCLL 0.0 • Rep Stress Inv YES WB 0.61 Horz(TL) 0.06 9 n1a nits BCDL 10.0 Code FBC2014/TP12007 (MatdxS) Weight: 162 lb FT=OY LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BRACING - TO HORD- B REACTIONS. (Ib/size) 9=997/Mecicaniral, 16=1161/0- . Max Hom 16=244(LC 8) Max UpliRg=-465(LC 0), 16=5701LC 8) Max Gnav 9=997(LC 1), 16=1161(LC 17) t FORCES. Qb) - Max. CompJMax.Ten. -All forces 26001b) of less exceptwherrshown: r'u „ TOP CHORD 23=4360/567, 3.20=-1632/800, 4-20=1632/800, 4-21=1167/548, 5-21=1167/548, 5-0=4167/548, 7-9=4164/470, 6-7=940/475 BOTCHORD 11-02=805A646, 1&16=282/282 WEBS 2-15=.7031970, 2.16=-1060/618, Sit=378/276, rMl=-647/1379, 4-11=575/309, 12465 550/1068,3-12=286/666 sheathing directly applied, except end verticals. :dly applied. peL S. \GENSF'./O''. No 53681 r' r 9 . STATE 'sS�ONA� � �%% Michael S. Magid PE No.53681 MITek USA, Inc. R. Carl 6634 6904 Parke East Blvd. Tampa R.33610 Date: February 15,2016 ®WARNING-VeMydesraaparama(e.endREAD NOTES ON WISANDINCLUDPD BIJT NREWtENCE PAGENIF74r3 ree, fO1XZhffSBIFOREUSE Deryti valid foruse only with MffeMconnecla This design b based only upon Parameters shown. and is for anindvidual bulding component. not ��• a truss system. Before use, the buildng deeanermust verify the appfcobifty of design parameters and property mcomarate thb design Into the overal bu0cingdosign. &otl gikdicated4fopreventbud9ngof'mdvidualtrussuxband/or wdmembersonN. Additional temporary and permanent bracing M!Tek' is ct ary required fordabillyand to prevent collapse with tamable penonaliryury and properly damage. Forgenerd guidance regardng the fabdcallon, storage, delivery, erection and brocing of trusses and Buss swtems see ANSI/Rin Quality Cneda. W549 and BCSI euedng Component 6901 Pa foe East BNd. Sarely Infmmaeon available from Trutt Pale BaBINe. 218 N. lee Street, Suite 312, Abxantlda, VA W314. Tampa, FL 36610 Jab � s Truss Truss Type aly ply Flchem Residence T004/66T 2V6] 002 Hag Hip 1 1 bBBf I oB Il east Coast T., R. Pence FL 349IS T.640s Sep292015MITek Indupr Inc Fd Feb121T2g222016 Paget IDwZtgBzt KjyZAdHYrrSHazEyIPJPS—gA28_mGLPSSSRYPA7AYg D52l37L6 W694GPKOzlgGx NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsh, BCDL=3.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; End., GCpl=0.18; MWFRS (directional); cantilever left and fight exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurentwith any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chard and any other members. 7) Refer to girder(s) for truss to buss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 455 lb uplift at joint 9 and 570 lb uplift at joint 16. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom Chord. gf f S ®WARNING-Ved&eha /gn pvamehrs ..READ NOTES ON WMAND INCLUDED WENREFERENCEPAGE NDTlY3 rev. iWat/hTISBEFOREUSE Design valid for use only with ANTeiM connectors This deign is based only upon parameter shown. and is for anindrvidual building component not s a hasystem. Before use, the building designer must verify the appgcabuty of design parameters and propedy incorporate this design Into the overafl budding deign. Bracing adiceied b to prevent bucHing of individual buss web anti/or chord members only. Additional temporary and permanent bracing M!Tek' is always required forstabilly and to prevent collapse Win posakle persanalhyury and lxoperlydamoge. Forgeneral guidonce regarding the fabrication, storage, delivery, erection and bracing of hushes and host sWems, sea ANSU1PIl QuoWy C eM DSB49 and BCSI Bugskng Component 6904 Parke East Blvd. Safety Information avalbble from Truss;Ploie halitule, 218 N. Lee Street. Suite 312. Alexand a. VA 22314. Tampa, FL 36610 Jab , • Truss Truss Type Ory Ply Fld,ens Resiaenw Dnits:1 TOWS68 29267 003 Hatl Hip 1 1 Eng: D.R Job Reference itumnn.11 1-160 5-7-7 1-10-0 39-7 6.00 F12 4x6 i 3 xb II� 2 eoEeaeu,agA28um QLPS B �naeu,e,,:lie:«L6r6,-age, IDw2tgBz7 My2AdH VrtSHazEyIfUPSyA28_mOLPSSSRVPA7AYg02b11 BLSr694GPKOzIq( 154-0 2149 I 24d-0 274F11 � 4i-0 SB-10 334i 2-B-11 Sage: 114 =1' 4x8 3x4 = 3.4 =lx4 II 3x4 = 4 22 5 23 6 7 a (M) 441-0 I / 10 1 O 4 73 1X4 11 17 16 Bsi o 3,i — 12 7B = 3x4 4sdl = 1x4 II 1x4 II 11 3x6 II _ 3x4 — Do not cut this plate. 2x4 = I_"3x4 Do not art this member. (�) 0-10.0 -0 -0 1-60 0-0 B-2-D 44-0 5-0.10 334e 2-&11 Repair. Need to remove section of truss shown dashed. (a) Install 2x4 SP No.2 member(s), cut to fit tight. LUMBER AND CONNECTOR PLATES (••) -Attach 1/2• plywood or OSB gusset (15132• Rated Sheathing 24/15 Exp 1) TO BE CUT CLEANLY AND ACCURATELY to EACH face of truss with (0.131 • x 2.5• min.) nails per the following nail schedule: AND THE REMAINING PLATE MUST BE 2 x 4's - 3 rows, 2 x 6's and larger -4 rows: spaced @ 4• o.c. into a0 covered members. FULLY EMBEDDED AND UNDISTURBED. Nails to be driven from both faces. Stagger spacing tram front to back face for a net 2• o.c. spacing in the truss. Use 2• member end distance. LOADING (psf) SPACING- 2-0-0 CSI. DEFL in Qoc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.14 16.18 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.3716-18 >a23 180 BCLL 0.0 • Rep Stress Incr YES WB 0.65 Ho¢(TL) 0.06 11 n/a n/a BCDL 10.0 Cade FBC2014/TPI2007 (MatrixS) Weight 17216 FT=Oh LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. DOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. Qb/slze) 11=9971Merhanical, 18=116110-&0 Max Horz 18=298(LC 8) ILE Y Max UpliR11=-076(LC 8),18�558(LC 8) Max Gmv 11=997(LC 17), 18=1161(LC 1) FORCES. Qb)-Max. ComsJMax.Ten.-All forces250 Qb)orless exceptwhen shown. TOP CHORD 3.4=-1241/544, 4-22=.1289/656, 5.22=12891656, 5-23=-9401454, 6-23=-940/454, 6-7=-9401454, 7-8=-940/454, 9-11=S66/481, 8.9=-9411486 BOT CHORD 13-14=-659/1296, 17-18=.668/1085, 15-17=668/1085 WEBS 3-18=-12761631,14-16=S3B/1028,4-14= , 8-13=b85/1209 10 NG• ` G E N gF• C/Q �. No 53681 %9STATEOOFF�y�/� . A, \` •,�S'`SI�NA� EC1``% Michael S. Magld PE No.53681 MTrek USA, Inc FL Cert 6634 6904 Parke East Blvd. Tampa R.33610 Date: February 15,2016 ®WARNING- VerHydesV parameters andREAID NOTES ON THISM11 INCLUDED NUTEKREFERENCEPAGENl4747a mv. ld/Da?(hfSBEFORE USE �■�• Design vafd for use onNwith WeM connectors. This design is based only upon parameters shown. and is for an individual budding component. not a truss srgem. Before use. the buiklIng designer must verify the oppecobgty of design parameters and paopedy incorporate this design Into the overall bWdng design, Bracing ndcated4 to pmvent bung ofndmidual truss web and/or chord members onN- Acidtlonal temporary and permanent bracing `•��e MOW Is ahvoys required forsiabnty and to prevent collapse with possible personal Bqury and propertydamage. far general guidance segordng the - faFricatlon. storage. delivery. erection and bracing ofirraes and inns systemssee ANSI(191rr2uaWGreedy OSe-09and BC5l Bulking Component 65,D1 Parke Eeat Blvd. Safely Infmnallon avcnobk k=lmm Plate WtitWe.21B N. Lee Stmef. Suite312, Ak andna. VA 22314. Tampa, FL 36510 Job r s Tmas Trus; Type Qty Ply Flair. Redden® T66N668 292fi7 QB3 Hag Hip 1 1 Job Reference foo8onell East Caast Tmss, R. Piece, FL34946 7.fi40e Sep 29 MIS MITek industries, Ina FA Feb 12 17:2012 2016 Paget IDwZtgBZi NyZQdHYr15HaZEygUPS-gA28_mQLPSS5RYPA7AYgQ2bN BLBM94GPKOZIgGx NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=1 BOmph (3-secund gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Dpsf; h=15ft; B=45ft; L=27ft; eaveri Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and fight exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcu"ntwith any other live loads. 6) • This truss has been designed for a live load of 20.01 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 7) Referto girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 476 lb uplift at)oint 11 and 558 lb uplift at Joint 18. 9) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and Ye' gypsum sheetrock be applied directly to the bottom chord. AWARNMG- Vernytlesignparamettm andREAD NOTES ON THIS AND INCLUDED AJffM REFERENCE PAGE N47473 rev. IgftMIS BEFORE USE • Design volid for use only with b41e110 connectors. This darign'a based only upon parameters shoi and is for an individual buddng component, not a truss system. Before use, the building designer must verify the app[cob'dty of design parameters and properly Incorporate this design Into the overall bu0dng design. Bracingirr icated is to prevent bung oi'mdMdual muss; web and/or chard members only. Additional tempttory and permanent bracing MiTek' is of vat's required for stability and to prevent collapse with possible personal mryry and property damage. Far general guidance regordng the fabrication, storage.delivery, erection ontl braarg of truces and lnm systems,see ANSVtrll Ouo9lyWedmOSB-89and Bat BuM4 gCemponeM 6904 Palle East Blvd. SorelybdoaeoDon avdableham Tmss PWlelmllfule.21BN.Lee Sheet.Suite3l4.Alexan o,VA228]4. Tesnpd,FL WSIO Symbols PLATE LOCATION AND ORIENTATION 41 13 /4 Center plate on joint unless x, y offsets are Indicated. Pi4 Dimensions are in ft-In-sixteenths. LLJ IN Apply plates to both sides of truss and fully embed teeth. 0-1w, For 4 x 2 orientation, locate plates 0-'Age from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ' Plate location details available In IWTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings <��F6 (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Effd Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing R Bracing of Metal Plate Connected Wood Trusses. Numbering System 1 6-4-8 I dimensions shown in ff- 'in -sixteenths (Drawing al 1 2 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved e MiTek® MTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 ® General Safety Notes Follow Could Cause Property or Personal Injury I. Additional stability bracing for truss system, e.g. diagonal or xbmcing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Neverex a-asi- di er stack ma ` n tel e 4. Provide c ies t buss - sl 1 h ' Odin designer, n is p y a all other! d S. 5. Cutmem rs-t 'rtight ly Ir t - fi -e 6. Place pla d a ❑ o - ss a 1, Joint and ' be nots.and wan. joint--=— '-" locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shag not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a nonafructural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in ag respects, equal to or better than that specified. 13. Top chords must be sheathed or purrins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no coiling Is Installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Instal and load vertically unless indicated otherwise. Ia. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review as portions of this design (front, bock, words and pictures] before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/rPl 1 Quality Criteria. SL-C--Islo Ott -I FORivf R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Names FICHERA REVISION Builder Name: Street 2020 TILTON ROAD Pennit Office., City, State, Zip: PORT ST LUCIE , FL, 34982 Permit Number. Owner. ASSOCIATED BUILERS Jurisdiction: Design Location: FL, Fort Pierce 1. New ccnstruction or edsgng New (From Plans) 9. Wall Typess(2277.3 sqh.) Insulation Area 2. Single fandly or multiple family Single-family a Concrete Block - End Insul, EMerior R-4.1 2118.70 fF 3. Number of unOs, if multiple family 1 b. Frame - Wood, Adjacent R=11.0 158.67 fP 4. Number of Bedrooms 3 a NIA d. NIA R= ft' 5. Is this a worst case? No 10. calling Types (2515.0 sgfL) _ Insulation Area 6. Condoned flow area above grade (fi') 2515 a Under Attic (Vended) b. NIA R=30.0 2515.00 ft- R= fe Conditioned flow area below grade (fe) 0 a NIA R= tP 7. Windows(538.0 sgfL) Description11. Area Ducts a Sup: Attic, Ret Attic, AH: Garage R fP 6 250 a U-Factor. Sgl, 11=1.11 272.00 ft' SHGC: SHGC=0.27 b. 1-1-Factor Sgl, U=1.07 104.00 fin 12 Cooling systems kBtulhr Efficiency SHGC: SHGC=027 a Central Unit 58.0 SEER:18.50 --a U-Factor. Sgl, U=1.01 64.00 it- SHGC: SHGC=0.23 d. U-Factor. ether (see details) 98.00 it- 13. Heating systems kBtolhr Efficiency SHL C: other (see details) a. Electric Heat Pump 34.0 HSPF:9.70 Area Weighted Average Overhang Depth: 8.333 it. Area Weighted Average SHGC: 0.281 14. Hot water systems 8. Floor Types (2515.0 sqR� ` Insulation Area a. Electric Cap: 40 gallons a Slab -On -Grade Edge .insulation R=0.0 2515.00 W b Conservation features ER. 0.920 _ _ b. WA R= fl' None c. NIA R= 15. Credits CF Glass/FloorArea 0.214 Total Proposed Modified Loads: 63.40 Total PASS Baseline Loads: 67.55 I hereby certify that the plans and specifications covered by this calculation in Review of the plans and SHE 8r ATl, are pliance with the Florida Ene specifications covered by this Code' calculation indicates compliance ,yyO� 9i 0A PREPARE With the Florida Energy Code. y4i`' Before construction is completed DATE: this building will be inspected for tt„ compliance with Section 553.908 a I hereby certify that this building, as designed, is in compliance Florida Statutes. * e with the Florida Ener.V'tht�✓1 cCD� WE OWNER/AGENT DATE: N Zy DATE: requires ..vu,puance requires certification by the air handler unit manufacturerthat the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. •Compliance re,q�uires an Air Barrierand nsulatioglns ectiot) Checklist in accordance with R402.4.1.1 and an envelope leakage test report in acAr-3bnce�i, l Air �. 0 120/2015 Section R405.4.1 Compliant saftwara Page 1 of 4 FORM R405-2014 PROJECT Title: FICHERA REVISION Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area 2515 Lot # Owner. ASSOCIATED BUILERS Total States: 1 BloddSubDWon: # of Units: 1 Worst Case: No PwBo* Builder Nemec Permit Office: Rotate Angle: 0 Street 2020 TILTON ROAD Jurisdiction: Cross Ventilation: County. ST. Lucie Family Type: Single-famlly Whole House Fan: City, State, ZJp: PORT ST LUCIE , Newadsting: New (Fmm Plans) FL. 349M Comment CLIMATE / V Design Location TMY Site IECC Design Temp Int Design Temp Heating Design Dally Temp Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range — FL, Fort Pierce FL S1 LUCIE CO INTL 2 39 90 70 75 722 62 LOW BLOCKS Number Name Area Volume 1 Blockl 2515 22M SPACES Number Name Area Volume Kdcher Occupants Bedrooms Irdil1D Finished Cooled Heated 1 Main 2515 22635 Yes 1 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R Value Area Tile Wood Carpet 1 Slab-0n-Grade Edge Insulatio Main 227 It 0 2515 fP _ 1 0 0 ROOF # Type Materials • 'Roof Gable Roof Solar Area SA Emd Emltt Deck Pitch Area Color Absor. Tested Tested Insul. (deg) — 1 Hip Metal 2724 fN 0 ft- White 0.3 No 0.9 No 0 22.6 ATTIC # 7YPe Ventilation Vent Ratio (1 in) Area RBS IRCC — 1 Full attic Vented 300 2516 JP N N CEILING # Ceding Type Space R-Value Area Framing Frac ,Truss T ype 1 Under Attic (Vented) Main 30 2616 fN 0.11 Wood 1212112015 3:39 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of � ,.. ,, . ._ - _ .. .... ...._...; .. - .. ... 1 ' � :( fi 6 � i � � i � 4 % .. q r , .1 t �� n � i l i � � � i � - _ . < tl " � � u � _ � { ir' i .. H � i k � f � e _ � - i � � e �t � , , � �[ E d i r � � t , � ' .. 7 r;; d A ' + 4 F : _ r � � � . 1. k r A • � e i 6 .._ � ,. t _ ,� d � P e A A �: � � �I .� � ' � e r � >_^ � �y ' � 11 '. a ' 1 i ._ � .. _ e FORM R405-2014 WALLS Adjacent Space Cavity Width In Height Ft Sheathing Framing Solar Below 1 N 2 E -3 S 4 W _5 S 6deriw Concrete Black - FjG Insul Main Exterior Concrete Block - EA Insul Main Exterior Concrete Block - Ed Insul Main 6derior Concrete Block - Ed Insul Main Garage Frame -Wood Main 4.1 67 4.1 65 4.1 5o 4.1 55 11 17 9 4 9 4 9 4 9 4 9 4 625.3 ft' 513.3 ft' 466.7 ft' B133 ft- 158.7ft' 0 0 0 0 0 b�w Gmarle0A 0 0.75 0 0 0.75 0 0 0.75 0 0 0.75 0 0 0.75 0 DOORS # Dolt Dow Type Space Storms U Value Width Ft In Heigh Ft In Area 1 2 S E Insulated Insulated Main Main None None .4 A 3 2 8 8 7 24 ft' 1&7 ft- WINDOWS Odenration shown is the entered Pro used adentaticn. 1 2 3 4 _ 5 6 7 8 - 9 10 11 12 13 Wag Omt ID Frame N 1 Metal N 1 Metal N 1 Metal E 2 Metal E 2 Metal S 3 Metal S 3 Metal W 4 Metal W 4 Metal W 4 Metal 8 3 Metal N 1 Metal E 2 Metal Panes Low-E Single Low-E Single Low-E Single Low-E Single Law-E Single Low-E Single Low-E Single Low-E single Lnw-E sigie Lcw-E Single Low-E Single Low-E Single Law-E Single NFRC Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes U-Factor BHGC 1.11 0.27 1.11 0.27 1.01 0.23 1.07 0.54 1.07 0.3 1.07 0.27 1.02 0.35 1.07 0.3 1.07 0.3 1.01 U.23 1.07 027 1.07 0 27 1.07 027 Overhang Area Oepfh Separation 144.0 fF 1 ft 6ln 1 ft 41n 128.0 ft° 16 ft 0 in 1 ft 4 In 21.3 ft' 16 ft 0 in 1 ft 4 in 18.0 fN 1 ft 61n 1 ft 4 In 4.0 ft' 19 ft 0 in i ft 4 in 36.0 ft' 1 ft 6 In 1 ft 4 In 16.0 R' 5 ft 0 in 1 ft41n 36.0 ft' 1 ft 6ln 1 ft41n 24.0 fN 16 ft 0 In t ft 4 in 42.7 fP 16 ft 0In 1 ft41n 36.0 ft' 11 ft 0 in 1 ft 4 In - 24.0 tN Sit 0 in i ft41n &0 iN 1 ft 61n 1 ft 4 in int Shade D rapeslblinds Drapesiblinds ❑rapes/bllnds D Drapes/blinds Drapeslb0nds Drapeslbllnds Drapes/blinds ❑ �e�linds Drapes/blinds Drapes/blinds D rapes/blinds Drapes/blinds D rapes/bgnds Screening Exterior 5 Exterior 5 Dior 5 Exterior 5 E tedor 5 Exterior 5 Exterior 5 F_Medw 5 Ededw 5 F�derior 5 Exterior 5 EMerior 5 GARAGE # Floor AreaCdling 484 flu Area E>rposed Wag Perimeter 384 ft- 1711 Avg. Wall Height lift Exposed Wall Insulation 11 INFILTRATION # Scope Method SLq CFM 5o IBA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000286 1886.3 103.55 194.75 2087 5 12P21/20153:W PM EnermGaugd® USA - FlaRes2014 Section 11405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM # Syshvn Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:9.7 34 kBtuAv 1 sys#1 COOLING SYSTEM # System Type Subtype Efflciency Capadly Air Flow SHR Block Ducts 1 Central Unit None SEER: %5 68 kBUbr 1740 cfm 0.8 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPn[ Conservatlon 1 Electric None Garage 0.92 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Ceti # Company Name Collector System Model # Collector Model # Area Story e Volume FEF Nate None � DUCTS Supply— V # LogHon R Value Area — Return — Air CFM 25 CFM25 Location Area HVAC # Leakage Type Handler TOT OUT ON RLF Heat cod 1 Attio 6 280 ft AM- 25 ft. Default Leakage Garage (Default) (Default) 1 1 TEMPERATURES Programahle[ Cellling Fans; jjThmncstaa[t�]None H offing lxl Jaet79 Feb Ventln9 [[ 11 Jan [[ ]1 Feb [( 7 [Xi Mar IL�X11 Mer (]AAp L J � IXl [[XJ]Jun [[X]J [[X�] [Au [XJ] E]j MAY Jun Ju A l 1 L 1 L 1 I 1 9 LISP lx1 Occtt ( Nw Deco Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 3 Haug 4 5 6 7 B 9 10 11 12 Coori�D) PM 78 78 78 78 78 78 78 Coding (WEH) AM 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) 68 68 68 68 78 78 78 PM 68 68 68 6688 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) 6688 6688 68 68 68 PM . 6688 6688 68 68 M 68 68 B8 68 68 68 68 68 6g 9 68 12121120iS 339 PM EneWGauge® USA _ FlaRes2014 Sedion R405.4,1 Compliant Software Page 4 of 4 FORM R405-2014 TABLE 402.4.1.1 AiR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: FICHERA REVISION Builder Name: Street 2020 TILTON ROAD Pit Office: City, State, Zip: PORT ST LUCIE, FL, 349M Permit Number. Owner. ASSOCIATED BUTLERS Jurisdiction: Design Location: FL, Fort Pierce COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be Installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks orjolnts In the air barrier shall be sealed. Air -permeable Insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped celling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls Comers and headers shall be insulated and the junction of the foundation and sill plate shall be sealed. The junction of the top plate and the tap or exterior walls shall be sealed. Exterlorthermal envelope Insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The spare between window/doorjambs and framing and skylights and Rim 'eists Rim joists are insulated and include an air barrier. Floors (including above -garage and cantilevered floors) Insulation shall be installed to maintain permanent contactwith underside of subfloor decking. The air barrier shall be installed at any exposed edge of Insulation. Crawl space walls Where provided in Ileu of floor insulation, insulation shall be permanently attached to the rxawlspace walls. Exposed earth in urwented crawl spaces shall be covered with a Class I Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts In narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity s aces. Garage separation Air sealing shall be provided between the garage and conditioned sparxs. Recessed lighting Recessed light fixtures installed in the building thermal envelope shalt be air tight IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or Insulation that on Installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier Installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be Installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shell have gasketed doors 12121120153:39 PM E—,G- ug— --- FIaRes2014 Section R405.4.1 compliant software Page 1 of i FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 94 The lower the EnergyPerformance Index, the more efficient the home. 2020 TILTON ROAD, PORT ST LUCIE , FL, 34982 1. Newconstnrotioncredsting New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiplefamily Single-family aConcrete Black -F)d lnsul, E#eriw R=4.1 2118.70ft- 3. Number of units, if multiple family1 b.Frame -Wood,Adjacent R=11.0 158.67ft- m NIA R= ft' 4. Number of Bedrooms 3 d.N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft-) 2516 a Under Attic (Vented) b. N/A R=30.0 2515.00ft- R= it= 7. Windows" Description Area c NIA R= ft, a U-Factor Sgl, U=1.11 272.00 ft' 11. Duds R fF SHGC: SHGC=0.27 a Sup: Attic, Ret: Attic, AH: Garage 6 250 b. U-Factor. Sal, U=1.07 104.00fP SHGC: SHGC=O.27 G U-Factor. Sgl, U=1.01 12-Cooling systems kBhAr Efficiency SHGC: SHGC=0.23 64.00 fN a Central Unit 58.0 SEER:18.50 d. U-Factor: ofher(seedetails) 98.00 ft' SHGC: other (see details) 13. Heating systems kBUAr Efficiency Area Weighted Average overhang Depth: 8.333 ft. a. Electric Heat Pump 34.0 HSPF:9.70 AreaWelghtsdAvetage SHGC: 0.281 8. FlcorTypes Insulation Area 14. Hot water systems a Slab -On -Grade Edge insulation R=0.0 2515.00 ft' a Electric Cap: 40 gallons b. N/A R- fta ER 0.92 6. N/A R= ft, b. Conservation features None I & credits CF I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be Installed (or exceeded) in this home before final inspection. Otherwise, anew EPL Display Card will be completed based on installed Co a compflant features. Builder Signature: N , V ""l Date: cd I 1 0-q 1 2-0) J6 Address of New Home: 2 d 20 L I J,+0 h lR 0 C_� City/FL Zip: 34*A ct SZ *Note: This is not a Building Energy Rating. if your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives If you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or seethe EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 12I21/20153*39PM EnergyGauge®USA -FlaRes2014- Section R405.4.1 Compliant Software Pagel oft SLC. -%,S 10--"D1(0-1 + wrightsoft® Project Summary Entire House QUICK CALCS, INC. 317 ST. LUCIE M. FORT PIERCE, FL 34M Phone: 7724666799 Fax 7724666796 Email: DUICKCALCS@AOLCOM For. FICHERA RESIDENCE 2020 TILTON ROAD, PORT ST LUCIE, FL 34982 N otes: Job: Date: Aug 19, 2015 By: Design Information Weather. Fort Pierce, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 15 OF Daily range Relative humidity L 50 % Moisture difference 61 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 37139 Btuh Structure 29371 Btuh Ducts 10322 Btuh Ducts 14835 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 47461 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 41996 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4470 Stuh Ducts 4155 Btuh Heatingg Cooling Central vent (0 cfm) 0 Btuh Area (f:2) 2515 2515 Equipment latent load 8625 Btuh Volume (W) 23971 23971 Air changesthour 0.32 0.16 Equipment total load 50621 Btuh Equiv. AVF (cfm) 128 64 Req. total capacity at 0.70 SHR 5.0 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade DAVE LENNOX SIGNATURE Trade DAVE LENNOX SIGNATURE Model XP25-060-230-** Cond X1325-060-230-** AHRI ref 5947807 Coil C33-49C*+SL280UH110V60C-**+TDR+TXV AHRI ref 5947807 Efficiency 9.7 HSPF Efficiency 12.0 EER, 18.5 SEER Heating input Sensible cooling 40600 Btuh Heating output 51500 Btuh @ 470F Latent cooling 17400 Btuh Temperature rise 24 OF Total cooling 58000 Btuh Actual airflow 1933 cfm Actual airflow 1933 cfm Air flow factor 0.041 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.84 Wolitarx vahass have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed wri htsof ' 2015-Deo-1715:23;24 9 Rightsufte® Universal 2015 15.0.16 RSU08101 'Page 1 ACCA ... 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(Ebuhlft') or perimeter (ft) (eluh) a perimeter Heat Cod Gmss NIP/S Heat Cod Gross N/PIS Heat Cool 6 13AAocs 0.143 n 4.00 2.55 0 0 0 0 2 glazing, clr low-e 1.100 n 30.80 19.94 0 0 0 0 2 glazing, cir,lox-e 1.110 n 31.08 20.08 0 0 0. 0 2 glazing, clr low -a 1.070 n 29.96 20.11 0 0 0 0 11 13A42glazi a 4.00 0 0 0 0 2 glazing, clr low-e g, 1.000 1.070 a 29.96 1.17 41.15 0 0 0 0 2 glazing, cIr low-e 11D0 1.390 0.390 a a 10.92 10.92 11.31 11.31 0 0 0 0 0 0 0 0 13AAocs 0.143 a 400 '2.55 85' 45 ,179- 114 1D-c2dm 0.870 s 2436 2439 0 0 0 0 1EcZm 2 glazing, cIr Iowa 2 glazing, cIr Io 0.690 1.070 1.070 s s a 1932 29.95 29.95 24.92 19.54 19.54 16 0 0 16 0 '0 309' 0 0, 397 0 11 11D0. 13A-4ocs 0.390 0.143 s w 10.92 4.00 11.31 255 24 66 24 66 262 263 '271 167 . 2 glazing, r low-e1.010 2 glazing, r Iowa d 2 glazing, cIr low-e 1.00 1.0770 w w w 28.28 2.6 299.996 37.25 40. 40 .3939 0 0 0 0 0 0 0 0 D 0 0 0 2 glazing, cIr low-e 2 plazinq, clr low-e 16&30md 1.070 1.070 ` 0.032 w w - 29.96 29.96 0.90 40.39 40.39 1.68 0 0 '63 0 0 63 0 0 56 0 0 106 C F 224t01 0.989 27.69 0.00 63 16 443 0 6 c)AED elsursion -23 E nnelope loss/gain 1513 1032 12 a) infiltration 235 63 b) Room ventilation 0 (1 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal Qines 6 to 13) 1747 1095 Less exemal load 0 0 Less transfer 0 0 Redislnbutian 0 0 14 Subtotal 1747 1095 15 Dud leads 28% 51% 486 553 Total room load 2233 1548 Air required (cfm) 91 72 Calculations aoDroved bvACCA to meet all reauirements of Manual J 8th Ed AOZA ww-ightsofi' RightSude® Universal 2015 15.0.18 RSU08101 2015-0Dec-171Page 11 ...Documents%Wdghtsoft HVACIFICHERA RESIDENCE.rup Calc = MJ8 Front Door faces: N -► - wrightsoft Duct System Summary Jo nD91s,sDts Entire House By: QUICK CALCS, INC. 317 ST. LUCIE LN., FORT PIERCE, FL 34946 Phone: 7724666799 Fax 7724666796 Email: QUICKCALCS@AOLCOM For. FICHERA RESIDENCE 2020 TILTON ROAD, PORT ST LUCIE, FL 34982 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 1.00 in H2O 0 in H2O 1.00 in H2O 0.500 / 0.500 in H2O 1.000 iN100rt 1933 cfm 224 Cooling 1.00 in H2O 0 in H2O 1.00 in H2O 0.500 / 0.500 in H2O 1.000 in/100ft 1933 cfm Supply Branch Detail Table Name Design (Btuh) Htg (cfm) CIg (cfm) Design FR Diann (In) H x W (in) Duct Mail Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH h 1308 53 49 1.000 5.0 Ox0 VIFx 30.3 115.0 st2 BEDROOM 2 h 6061 247 165 1.000 8.0 Ox 0 VIFx 33.0 115.0 SH BEDROOM c 3325 87 145 1.000 7.0 Ox0 VIFx 31.3 115.0 st2 CAFE c 2360 83 103 1.000 7.0 NO VIFx 44.8 115.0 st1 CAFE -A c 2360 83 -103 1.000 7.0 ax0 VIFx 43.0 115.0 stl FLEX ROOM c 2716 73 119 1.000 6.0 Ox 0 VIFx 22.8 115.0 st2 FOYER h 2233 91 72 1.000 7.0 0x0 VIFx 30.0 115.0 st2 GREAT ROOM h 4917 200 144 1.000 8.0 Ox0 VIFx 55.6 135.0 st3 GREAT ROOM -A _ h 4917 200 143 1.000 8.0 ax0 VIFx 58.3 135.0 st3 HALF BATH c 2144 81 94 1.000 7.0 Ox 0 VIFx 47.8 115.0 st1 KITCHEN c 3466 11 152 1.000 7.0 Ox0 VIFx 25.9 115.0 st2 LAUNDRY c 1493 41 65 1.000 4.0 OXO VIFx 5.0 95.0 MASTER BATH h 3596 146 88 1.000 8.0 Ox 0 VIFx 58.8 135.0 st3 MASTER BEDROOM h 5371 219 217 1.000 &0 Ox 0 VIFx 68.7 155.0 st4 MASTER BEDROOMA h 5371 219 217 1.000 &0 Ox0 VIFx 69.1 155.0 st4 TOILET h 1170 4B 24 1.000 &0 ox0 VIFx 61.5 135.0 st3 wlc 1 h 1213 49 28 1.000 &0 OX 0 VIFx 65.1 155.0 st4 WIC c 131 3 6 1.000 4.0 Ox0 VIFx 65.2 155.0 st4 Bnid/hal/c values have been manually overridden ^t, + wr19ht5of't" Right-Suae® Universal 2015 15.0.1e RSU08I01 ...DoeumentsVWdghtsol HVACWICHERA RESIDENCE.rup Cola =MJ8 Front Door faces: 2015-Dec-17 15:23:28 Page 1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 493 466 1.000 904 10.0 0 x 0 VinlFlx st4 Peak AVF 489 466 1.000 742. 11.0 0 x 0 VinlFlx st3 st3 Peak AVF 1084 865 1.000 883 15.0 0 x 0 VinlFlx st2 st2 Peak AVF 1399 1402 1.000 1004 16.0 0 x 0 VinlFlx Name Grill Size (in) Htg (cfm) Clg I (cfm) TEL (ft) Design FR Veloc I (fpm) J` Diam (n) H x W (n) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox0 1 1933 1933 0 1 0 0 0 Ox 0 VIFx B"Nalk valves have been manually overrhAkn 2015-0ec-17 15:23:28 wrightsoft' RlghtSufte® Univemal 201515.0.18 RSU08101 Page 2 14CK ...Decum ntslWrightsoft WACIFICHERA RESIDENCE.mp Calc = MJ8 Front Door faces: N t 4 RECEP.-D OCT 12 2015 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: FICHERA REVISION Street 2020 TILTON ROAD] CIIA state, Zip: PORT sT LUCIE FL, 34982 Binder §6,; , Pnd � Owner:ASSOCIATED BUILERS Design Location: FL, Fort Pierce 1. New construction or eaisfng New (Fran Plans) 9. Wag Types (2277.3 sgfL) Insulation Area 2. Single family or multiple family Single-famiy a Concrete Block - Ed insul, E)derlor R=4.1 2118.70 W 3. Number of units, If multiple family 1 b. Frame - Wood, Adjacent R=11.0 158.67 fN 4. Number of Bedrooms 3 a NIA d. N/A R= ft% S. Is this a worst case? No 10. Ceiling Types (2616.0 sgfL) R= R' [mutation Area 6. Conditioned floor area above grade (ft-) 2515 a Under Attic (Vented) b. N/A R-30.0 2615.00 ft- R= ft' Conditioned floor area below grade (M 0 a N/A R= ft' T. Windows(510.0 sgfL) Description Area 1f. Ducts a. Sap: Attic. Rat Aid% AH: Garage R fP a U-Factor. Dbl, U=1.05 27200 iP 6 250 SHGC: SHGC=0.45 b. U-Factor Dbl, U=1.07 134.00 fe 12. Coding systems kBtu/hr Efficiency SHGC: SHGC=0.48 a Central Unit 58.0 SEER:18.50 c. U-Factor. Dbl, U=1.02 80.00 W SHGC: SHGC=0.36 d. U-Facfor, other (see details) 24.00 W 13. Heating systems kBtulhr Efficiency SHGC: other (see details) a Electric Heat Pump 34.0 HSPF�.70 Area Weighted Average Overhang Depth: 4.000 R Area Weighted Avarage SHGC: 0.448 14. Hot water systems 8. Floor Types (2515.0 sgft) Insulation Area a. Electric Cap: 40 gallons a Slab -On -Grade Edge Insulation R=0.0 2515.00 ifs b. b. 0,920 b. WA _ R Conservation features a N/A R= ft- None I& Credits Glass/FloorArea: 0.203 Total Proposed Modified Loads: 66.29 Total Baseline P A cc Loads: 67.55 V I hereby certify that the plans and specifications covered by this Review of the plans and Sp�B calculation are in compliance with the Florida Energy specifications covered b this O�ii£B Code calculation indicates compliance PREP D BY' with the Florida Energy Code, y o 9=s { Before construction is completed Y DATE: this building will be inspected forJli compliance with section 553.908 c hereby certify that this building, as designed, is in compliance the Florida Florida Statutes. with Encode. ' tl- (,OD ME ._�t�• OWNER/AGENr. BUILDING OFFICIAL DATE: 9 Lc7 L N DATE: - uuuipnarrce requires cerancauon bythe air handier unit maoufacturerthat the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. - Compliance requires an Air Barn a r pection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in aCg4Rd e �.144(2016 Section R405.4.1 Compliant Software Pagel of Lr, N TBk FlCHERA REVISION BtrEding Type: User OWrre: ASSOCIATED BUILERS 4 or Units: 1 Pend Offke .hulsdred= Fa y'lypm S'wde-lW* NeW/E7a bX New (From Ph m) Ccrnmettt PROJECT Badnnlns: 3 Cmdited Ama: 2615 Tdat Slarllaw t Worst Casa No Rotate Angle: 0 Goss varwon: No Whale House Fec NO CLIMATE Address Type Bbeet Address Lot 4 BlcddSubDivM= PlalBodc Street 2020 TILTON ROAD Counts ST. Lude Clby Stake, 2Ip: PORT ST LUCIE , FL . 34982 Design Locatiaar TMy Site IECC Design Temp Int Design Temp Heating Design D4y Temp Zone 97.6% 2.5 °A Wilder SOrmner Degree Days MOMM Range Fl, Fort Pratte RL Br LUc]E co 1NR 2 39 80 70 75 722 62 LOW BLOCKS i BIO�'I ZStS 22635 SPACES Number Name Area Votmne Kwmiten Bedrooms InD ID Fhdshed Cooler 1 main 2515 22635 Yes 1 Heot 3 i Yes Yes Yes FLOORS 1# Floc Type Space PeftAw R Vahre Area 1 Edge kwakto man 227ft --- Woad Carpet 0 25151N — 1 0 0 ROOF Type Materials Rwf Area A� C FmiN Errd@ Deck Pkclt Tested Insa (deg) 1 Hip Metal 2724 if? 01F White 0.3 No 0.9 No 0 22.6 ATTIC # Type vaaallan Vert Ratio (1 in) Arm RBS IROO ._. 1 FUti aIIic Vented 300 25161P N N — 1 Under 8114mis 1A1PM Min so 25151P 0.11 EttetgyGalf 7e® USA - FfaRes2OU Section R405.41 COmpi nt Sdhmo m Paga2 of4 FORM R405-21114 WALLS Adjacent Spate Certty Width Heigh Sheathing Framing Solar Below 1 N Edaior Concrete Block - E t Insul Main 4.1 67 9 4 625.3 W 0 0 2 E Exerior Concrete Block - Ed Insul Main 4.1 55 9 4 513.3 ft' 0 0.75 g 0 0.75 0 3 S Exterior Concrete Block - Ed Insul Main 4.1 50 9 4 466.7 ft 0 4 W Fxtedor Concrete Block - Ed Insul Main 4.1 55 9 4 51&3 ft' 0 0 0.75 0 -5 S Garage Frame - Wood Main 11 17 9 4 158.7 ft' 0 0 0.75 0 0 0.75 0 DOORS # Omt Door Type Space Storms U-Value Width Heigh Area R In Ft In s Insulated Main None .4 3 S E4fl2 2 E Insulated Main None A 2 8 7 18.7 ft WINDOWS Odentation shown Is the entered, Proposed orientation. wan >✓ # Dart ID Frmne Panes NFRC U-Fedor SHGC Area Overhang Depth Separation IM Shade Screening ,_ 1 N 1 Metal Lau-E Double Yes 1.05 0.45 144.0 ft' 4 It 0 in 6 ft 0 In Drapeslbllnds Exterior 5 2 N 1 Metal Low-E Double Yes 1.05 0.45 128.0 fK 4ft 0 m 6 ft 0In Drapwfdinds Exterior 5 3 N 1 Metal LovoE Double Yes 1.02 0.36 21.3 ft' 4 ft 0 in 6 It 0 in Drapes/Winds Exterior 5 4 E 2 Metal Lov -E Double Yes 1.07 0.48 1&0 ft' 4 ft O In 6 ft 01n Drapes/blinds EABdor 5 5 E 2 Metal Low-E Double Yes 1.07 0.48 8.0 fN 4 ft 0 in 6 ft o in Drapes/blinds Md erior 5 6 S 3 Metal Low-E Double Yes 1.07 0.48 72-0 ft• 4ft 0In 6 ft 0 In Drapes/blinds Ededor 5 7 S 3 Metal Low-E Double Yes 1.02 0.36 16.0 it' 4 it 0 in E It 0 In DrapwA)Ilnds Fxterior 5 8 W 4 Metal Low-E Double Yes 1.07 0A8 S&O ft' 4 ft 0 in 6 ft 0 In Drepeslbtinds Exterior 5 9 W 4 Metal Law-E Double Yes 1.07 OS4 24.0 ft' 4 ft 0 in 6 ft 0 In Drapeslbfmds Ededor 5 10 W 4 Metal Low-E Double Yes 1.02 0.36 42.7 fP 4 It 0 in 6 ft o in Drapes/blinds Ederfor 5 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Heigh Exposed Wag Insulation _ 1 484 ft' 3114 W 17 ft 9 ft 11 INFILTRATION # Scope Method SLA CFM 60 ELA EgLA ACH ACH 50 1 Whalehouse Proposed ACH(50) .000286 1886.3 103.55 194.75 2087 5 HEATING SYSTEM # System Type Subwe Efficiency Capacity Black Ducts 1 Elecblc Heat Pump None HSPF9.7 34 kBmlhr 1 sys#1 9114120151:41 PM EnwgyGaugeO USA - RaRes2014 Section R405.4.1 C wllant Software Page 3 of 4 FORM R405-2014 COOLINGSYSTEM # System Type Subtype Efflclmcy Capacity Air Flaw SHR Block Duds — 1 Central Unit Nme SEER: 18.6 58 kBWRrr 1740 c8n ox 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF cap Use SetPnt Conservation — 1 Electric None Garage 0.92 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cart # Coon Company Name System Model # Collector Model Collector # Any Storage Volume FEF — None None DUCTS / V # Location — Supply — — REWm — Air CFM 25 CFM25 HVAC # R Value Area Lotion Area Leakage Type Handier TOT OUT ON RLF Heat Cod Attic 6 250W Attic 25 fN Default Leakage Garage (Default) (Default) 1 1 TEMPERATURES Programable[[JC)Thermostat None calling Fans:Cocl Jan ' Heating L J Jmm an Feb Feb Mawr E ]7 lxJ r L [(�] Jun Jul[[�] 1 May L 1 Jun Jul [ ] A H [[XJ] E ]] S� Oct Nov (r7�' Nowv H Dec Dec L J lxl X[ J Themrestat Schedule: HERS 2009 Reference Hours Schedule Type 1 2 3 4 5 8 7 8 9 10 11 12 Coding (WD) AM PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 -78 78 78 78 78 78 78 78 78 Cooling (WEH) AM PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Heaft MID) AM PM 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) PM 68 68 6688 6688 gig 66g8 gig 68 68 68 668 668 6b 9114l20151*41 PM EnergyGauge® USA- FlaRes2014 Section R405.4.1 Compliant Software Page4cf4 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: FICHERA REVISION Builder Name: Street 2020 TILTON ROAD Permit Office: City, Slate, Zip: PORT ST LUCIE, FL, 34M Permit Number. Owner: ASSOCIATED BUILERs Jurisdiction: Design Location: FL, Fort Pierce COMPONENT CRITERIA Air barrier and thermal barrier A continuous air barrier shall be installed In the building envelope CHECK Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable Insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceilingisofft shall be aligned with the Insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls Comers and headers shall be I uulated and the junction of the foundation and sill plate shall be sealed. Thejunction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. dows, skylights and doors The space between window/doorjambs and framing and skylights and *cists FRoors Rim joists are insulated and include an air barrier. (including above -garage antllevered floors) Insulation shall be installed to maintain permanent contact with underside of subflcor deddng. The air harder shall be installed at any exposed edge of Insulation. Crawl space walls Where provided in Ileu of floor Insulation, Insulation shall be permanently attached to the crawlspaoe walls. Exposed earth In unvented crawl spaces shall be covered with a Class 1 Shafts, penetrations Ductshafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity s aces. Garage separation Air sealing shall be provided between the garage and oondifloned spaces, Recessed lighting Recessed lightfrxtures installed in the building thermal envelope shall be airtight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or Insulation that on Installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air harrier Installed separating them from the showers and tubs. Electrical/phone box on The air harder shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be Installed on fireplace walls. Fireplaces shall have gasketed doors — 1r .�, EnergyCage Lim- maRes2014 Section R405A.1 CompliattSoftware Pagel of FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 2020 TILTON ROAD, PORT ST LUCIE , FL, 34982 1. New construction or existing New (From Plans) 9. Wall Types 2. Single family or multiple family singlefamlly. , a Concrete Black- Ext Insul, E:deda Insulation R4.1 Area 2118.70It- 3. Number of units, if multiple Wy 1 b. Frame - Wood, Adlaoerd R=11.0 158.67 W 4. Number of Bedrooms 3 a N/A it. NIA R= ft' R= ft, 5, is this avmrst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 2515 a UnderAtec(Vented) b. NIA R=30.0 2515.00 ft' 7. Windom- Description Area c. NIA R= R= ft, ft' a U-Factor. Dbl. U=1.05 272A0 ft= 11. Duds R fP SHGC: SHGC=0.45 a Sup: Attic, Rat Attic, AH: Garage 6 250 b. ll-Factor. Dbl, 11=1.07 134.00 A' SHGC: SHGC=0.48 c. u-Factor. Dbl, U=1.02 12. Cooling systems kBtulhr Efficiency SHGC: SHGC=0.36 80.00 ft' a Central unit 5 8.0 SEER:18.50 d. U-Factor. other (see details) 24.00 ft' SHGC: other (am details) 13.Heeling stems kBtu/hr Efficiency Aran Weighted Average Overhang Depth: 4.000 R a E Electric Pump 34.0 HSPF:9.70 Area Weighted Average SHGC: DA48 8. RwrTypes Insulation Area 14. Hot water systems a Slab -On -Grade Edge Insulation R=0.0 2515.00 f - a Electric Cap: 40 gallons b. NIA R= ft' ER 0.92 c. WA R= IF b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) In this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code mpliant features. Builder Signature: Yj V Cl�l.�' � Date: ('et Address of New Home: Z 2 O I J, u W City/FL Zip: 3 Q-01 �Z *Note: This Is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. 'Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 9114/2015 1 :43 PM EnergyGauge® USA- FlaRes2014- Sedkn R405.4.1 Compllantsa@vare Pagel oft wrightsofte Project SummaPf CEIVED OCT 12 20t5 Date: Aug 19,2015 Enure House By: QUICK CALCS, INC. 317 ST. LUCIE LN., FORT PIERCE, FL 34946 Phone: 7724666799 Fax 7724666796 Erred: DUICKCALCS@AOLCOM For. FICH ERA RESIDENCE 2020 TILTON ROAD, PORT ST LUCIE, FL 34982 Notes: Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 35028 Btuh Ducts 10322 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 45350 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 ' Heating Cooling Area (ftl 2515 2515 Volume (W) 23971 23971 Airchanges/hour 0.32 0.16 Equiv. AVF (cfm) 128 64 Heating Equipment Summary Make Lennox Trade DAVE LENNOX SIGNATURE Model XP25-060-230-" AHRI ref 5947807 Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range Relative humidity L 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 29688 Btuh Ducts 14835 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 42297 Btuh Latent Cooling Equipment Load Sizing Structure 4070 Btuh Ducts 4155 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 8225 Btuh Equipment total load 50522 Btuh Req. total capacity at 0.70 SHR 5.0 ton Cooling Equipment Summary Make Lennox Trade DAVE LENNOX SIGNATURE Cond XP25 060-230-" Coil C33-49C'+SL280UH110V60C-"*+TDR+TXV AHRI ref 5947807 Efficiency 9.7 HSPF Efficiency 12.0 EER, 18.5 SEER Heating input Sensible cooling 40600 Btuh Heating output 51500 Btuh @ 47OF Latent cooling 17400 Btuh Temperature rise 24 OF Total cooling 58000 Btuh Actual airflow 1933 cfm Actual airflow 1933 cfm Air flow factor 0.043 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.84 eddwe vehres have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed wri hltSofN 2015Sep-1413:34:59 9 Right -Suite® Universal 201515.0.18 RSr108101 Page 1 ... Documents%Wdghtsofl WAC1FICHERARESIDENCE.mp Calc=MJB Fmntl)wrlaces: N wrightsoft Right-M Worksheet Entire House QUICK CALCS, INC. ro, 11APFMGO Cov Email: O LAC KCALCSCrDAOL COM Job: Date: Aug 19, 2015 By: Entire House MASTER BEDROOM 1 Roan rams 262.0 It 6D.0 ft 2 Ergnsed wall 9.6 ft d 10.4 ft heat/cool 3 Room height 1.0 x 433.0 ft 4 Room dsnerstas 2504.0 ft' 433.0 ft' 5 m Rooarea Ty Construction U-value, Or HTM Area (1l2) (B�) OrP�(�ar (ft) L� (Btuh) number (Bluhlfl'-F) (Btuldftq or Perimeter (ft) Heat Cool Gross NIPIS Heal Cod Gross NIPIS Heat Cool 6 13A40CS 0.143 n 4.00 2.55 676 380 1522 967 187 0 115 0 461 0 293 0 1Dr2om 0.871 n 24.36 24.39 24 - 144 0 0 5% 35DB 585 3512 72 0' 1754 1750 1Dc2 0.870 n 24.36 24.39 3122 0 0 0 0 1D-c2rnM 0.97C n 24.36 24,39 255 128 698 0 652 3118 2610 169 218 218 874 556 11 llgq// 13A-0ocs 0.143 a 4.00 8 3 195407 0 0 0 0 I--G iDc?ron 0.870 0.870 a 24.36 24.36 50.89 57.16 16 5 438 1029 0 0 0 0 II--GD 1Dc2vm 11DO 0.390 a a 10.92 11.31 20 20 217 224 -317 0 0 0 0 0 13A,4ccs - 0.143 s 4.OD 255 451 339 54 1356- 1315 1317 0 -0 0 0 0 0 U 1Dc2om 0.970 s 24.36 24.39 54 451 451 0 0 0 1Dc2om 0.870 s 24.36 24.39 19 19 0' 309 443 0 0 0 0 1E•c2fm 0.690 s 19.32 27.67 16 24 .. 262 271 0 0 0 0 11DO -0.390 0.143 s 10.92 4.00 11.31 265 24 698 591 2368 1505 210 182 728 463 lq! F---G 13AAccs 10Bm 1.870 w w 40.60 46 0 1438 2155 0 0 0 451 0 1029 ilF----fC;•' 1Dr1rnn 0.870 w 24.3G 57.16 57.16 18 5 5 438 451 1029 1057 18 19 5 5 451 1057 1D-c2om 0.870 0.870 w 24.36 24.36 57.16 57.16 19 24 7 S85 1372 0 0 0 0 1Dc2orn 16B3DM 0.032 w - 0.90 1.68 25D4 2504 2244 4207 433 433 60 388 1662 727 0 C F 22A-td 0.989 - 27.69 0.00 2504 262 7255 0 433 _ 0 347 6 c)AED a=urrim 31094 26174 6757 6228 Envelops loss/gain 3934 1054 973 261 12 a) Infiltration 0 0 0 0 b) Rconl venlilatim 13 Internal gain: Occupants @ 230 2 460 20W 0 0 0 Applianceslo0ff = � 77� 6i89 Subtotal girss 6 to 13) 0 0 Less eMenal loatl U 0 0 Less trarsfer 0 0 8 14 RedsldlxAion 3507E 2g688 7738 6503 14 Subtotal 29'/ 50"/6 10322 14835 297o 50% 2280 3249 15 Duct bads 10018 9752 Total roan load 1Si3 11933 427 423 Air required (cfm) 2015Sep-1413:34:59 A RightSuiteO Unhemal 201515.0.18 RSLID8101 Page 1 ... DocumentslWdghtsoftWACIFICHERARESIDENCE.Mp Calc=MJB Front Doorbces: N F + wrightsoft' Right-J@ Worksheet Job: Entire House Date: Aug 19, 2015 QUICK CALCS, INC. By. 317 ST.. LUCIE LN, FORT PIERCE, FL 34946 Phom: 7724666799 Fax: 7724666796 Email: QLgCKCALCS@AOLCOM 1 Room rune WIC 1 OPENING 2 E>Fosedwall 11.0 ft 0 fl 3 Room height 9.4 ft heat/cool 9.4 It heat/cool 4 5 Room d'unersions Room area 7.0 x 11.0 It 77.0 ft' 6.0 x 3.0 ft 18.0 fN Ty Constructim U-value Or HTM Area (ft') Load Area (ft') Load nrnber ;` PtUV F) (6tuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross WP/S Heat Cod Gross WP/S Heat Cool 6 Uf! � 13A4= a143 n 4.00- 255 0' 0 0 0. 0 0 0 0 {L�.-...GGG ID-c2an 0.870 n 24.36 24.39 0 0 0 0, 0 0 0 0 1Dc2md a870 n 24.36 24.39 0 0 0 0- 0 0. 0 0 ID-c2mld 0.870 n 24.36 24.39 0 0 0 0 0 0 0 0 11 13A41ocs 0.143 a 4.00 255 0 0 a 0 0 0 0 0 F-G ID-c2om 0.870 a 24.36 50.89 0 0 0 0 0 0 0 0 IL---0( 1DcZom 1100 0.870 a390 a a 24.36 10.92 57.16 11.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13AAc s 0.143 s 4.00 255 0 0 0 0 0 0 0 0 1Dc2 0.970 a 24.36 24.39 0- 0 a 0' 0 0- 0 0 10c2om 1E-c2fm 11130 0.970 0.6m 0.390 a !, a a 24.36 19.32 10.92 24.39 27.67 11.31 a 0 .0 a 0 -0 0 a a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-0acs 10Bm 0.143 1.450 w w 4.00 40.60 255 46.84 103 0 103 0 414 0 263 0 0 0 0 0 0 0 0 0 113c2om 1Dc2cm ID-c2cm 0.970 0.870 0.870 w w w 24.36 24.36 24.36 57.16 57.16 57.16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 0 0 C 16B,40md 0.032 - 0.90 1.68 77 77 69 129 18 18 16 30 F 22A4pI 0.989 - 27.69 0.00 _ 77 .11 305 0 18 0 0 0 6 c)AED excursion SS -2 En%dope loss/gain 788 3m 16 28 12 a) Infillratim 161 43 0 0 b) Roar wlnfilatim 0 0 0 0 13 Irdemal gairs: Occupards @ 230 0 0 0 0 ApplianceafUfwr 0 0 Subtotal Pines 6 to 13) 949 401 16 28 Less eMemal load 0 0 0 0 Less trarsfer 0 0 0 0 Redstdbutim 0 0 -16 -28 14 Subtotal 949 401 0 0 15 Ductloads 29% 5m/0 280 200 2 50'/0 0 0 Total rcom load 1228 601 0 0 Air recluirad(cfm) 52 26 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -F�- wri9ht ;oft- 2015Sep-14 13:34:59 A& RghtSuile® Universal 2015 15.0.18 RSLDS101 Page 2 ...DocurrentslWdghtsoft t1JAC1FICHERA RESIDENCE.mp Cale = MJ8 Front Door faces: N 0 Q� k EF Jv OOOOOOOO{�O rOO OOOOn - � O O OOOO� ql� jCjS•- ga % _ 00000000�omoo�0000�N - - yamy,, ��: o a m � � o00000oo�omoo�0000�� o o 00000q oo op g000000mo - �q A o0 0o A oom�� 1(]N ids pm OOO OOOOOOOOOOOOOOOt")O - � 00 [O OONQI� �Cl ai N � = , q % _ O 00 00 00 O O O o OO DO O 00 NO 9�, a o ......00000000a000�� - o fG fpffig, b f7W f7N0���[7 f7 ^�t7NmtO N� N,9 N N 6� N N NNF Nd ��N Na NN O a N N� O �V NNN q N �� O CCCCmmdm NN, NNN $3.$;;1; �? ddododogogodoo�ddddd �,_ 5 ra ����������F�0000e @ .-Nl7CN O f0 I + wrightsoft Right-J@ Worksheet Job: Entire House Date: Aug 19, 2015 QUICK CALCS, INC. By, 317 ST LUCIE LN., FORT PIERCE, FL 34946 Phone: 7724666799 Fax 7724666796 Email: OUICKCALCS@AOLCOM 1 Room rams TOILET GRFN ROOM 2 E>alosed wall 11.0 It 37.0 ft 3 Room height 9.4 ft teat/Cool 9.4 ft heal/cod 4 Room dunmsions 4.0 x 10.0 ft 23.0 x 17.0 ft 5 Room area 40.0 ft- - 391.0 ft' Ty Construcim U-value Or HTM Area M Load Area (ft') Load number (Sh"WF) (SutYiN) or perimeter (ft) (Btuh) a perimeter (ft) (Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 y! 13A-0acs 0.143 n 4.00 - 255 0 0 0 0 216 88 353 225 1D m 0.870 It 24.36 24.39 0 0 0 0 0 0 0 0 1D-c2ond 0.870 n. 24.36 24.39 0 0 0 0 0 0 0 0 10-c2smd 0.870 n 24.36 24.39 '0 0 0 0 128 0 3118 3122 11 4}t 13AAocs 0.143 a 4.00 255 66 66 263 167 0 0 0 0 1Dr2om 0.870 a 24.36 60.89 0 0 0 0 0 0 0 0 iDc2orn 0.870 a 24.36 57.16 0 0 0 0 0 0 0 0 `GCD 11DO 0.390 a 10.92 11.31 0 0 0 0 0 0 0 0 13A,lql s: 0.970 s 4.36 255 38 38 150 96 136 96 96 383 ID-c2o 1Dc20m' 0.143 s 24,00 2Z55 11 o a o � 36 877 �243 878 iDc20m 0.870 s 2436 24.39 0 0 0 0 0 '0 0 0 1Ec2fm -' ,0.690 s 19.32 27.67 0 0 0 0 0 0 0 0 II)F-------GGGD 11130 0.390 a 10.92 11.31 0 0 0 0 0 0 0 0 13A-40M 0.143 w 4.OD 255 0 0 0 0 0 0 0 0 10B-rn 1.450 w 40.50 46.84 0 0 0 0 0 0 0 0 10c2om 0.870 w 24.36 57.16 0 0 0 0 O 0 0 0 1Dc2an 0.870 w 24.36 57.16 0 0 0 0 0 0 0 0 iDc2arn 0.870 w 24.36 57.16 0 0 0 0 0 0 0 0 -C, 16BRDnd 0.032 - 0.90 1.68 40 40 36 67 391 391 350 657 F 22A4pi 0.989 - 27.69 0.00 40 11 305 0 391 37 1025 0 6 c)AED excursion -30 -422 Emetope loss/gain 754 300 6106 4702 12 a) Infiltration 161 43 542 145 b) Room verdilation 0 0 0 0 13 trilerref gairs: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal Qirtes 6 to 13) 916 344 6648 4847 Less eldemal load 0 0 0 0 Less trarsfa 0 0 0 0 Redstdbutlon 0 0 3 5 14 Subtotal 916 344 6651 4852 15 Duct bads 29% 50'/0 270 1721 299/6 509% 1960 2424 Total man load 1186 1 515 8611 7276 Air reWmd(cfm) 51 22 367 316 ' f wrightsoft- RightSuite® P Universal 2015 15.0.18 RSLM101 2015Sep-14 1 age 4 Page 4 ... Docunents\Wdghtsoft HVAC\FICHERA RESIDENCE.mp Cdc = MJS Fmnt Door 4ces: N + wrightsoft Right-M Worksheet Job: Entire House Date: Aug 19, 2015 QUICK CALCS, INC. By. 317 3T. LUCIE LN., FORT PIERCE, FL 34946 Phow 7724666799 Fax 7724666796 Email: QUCKCALCS@AOL.COM 1 Room name CAFE WCHEN 2 EKoosed wall 16.0 ft 0 ft 3 Room height 9.4 ft beat/Cool 9.4 ft heat/cod 4 5 Room dimersicrs Room area 10.0 x 10.0 ft 100.0 ft' 120 x 17.0 ft 204.0 ft- Ty Constructim U-value Or I HTM AM (ft') Load Area (ft-) Load number (BlUVWF) (Bh"ft2) or perimeter (ft) (Bluh) a perimeter (ft) (Btuh) Heat Cod Gross WP/S Heat Cool Gross N/P/S Heat Cool 6 14I/--G 13A-0ocs Q143. n • 4.00 255 56. 32 • 130 82 0 0 0 0 1D-c2om 1Dr2omd 0.870 0:870 n n 24.36 24.36 24,39 - 24.390 24 0 0 585 0 585 0 0 0 0 0 0 0 0 '0 I---G I--G 11 113c2aM 13A4= ;0.870 0.143 n a 24.36 4.00 24.39 2.55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I--G 1Dr2om 1Dc2om 11130 0.870 0.970 0.390 a a a 24.36 2,4.36 10.92 50.89 57.16 11.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I{----GD Y}/ (--G, 13A-0oos. 1Dc2om 0.143 0.870 s 5 4.00 24.36 255 24.39 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 (LI-----(GD, tDt2om0.870 1Ec2fm 1100 0.690' 0.390 s s s 24.36 19.32' 10.92 - 24.39 27.67 11.31 o 0 0 0 0 0 'o 0 0 o 0 0 a 0. 0 0 0 0 0 0 0 0 0 0 L4I1--G 134Aa 10Bm 0.143 1.450 w w 4.00 40.60 255 46.84 94 23 47 0 190 92D 120 1062 0 0 0 0 0 0 0 0 I--G IL---GG 113c2om 1Dc2mr 1Dc2on 0.870 0.870 (1870 w w w 24.36 24.36 24.36 57.16 57.16 57.16 0 0. 24 0 0 7 0 0 585 0 0 1372 0 0 0 0 0 0 0 0 0 0 0 0 C 16B30nid 0.032 - 0.90 1.6B too 100 90 16B 2M 204' 183 343 F 22A401 0.989 - 27.69 0.00 100 16 443 (1 204 0 0 0 6 c)AED el =lorl 768 -188 Emelops loss/gain 2941 4158 183 155 12 a) hi iltratim 235 63 0 0 b) Room %wilatim 0 0 0 0 13 Ydemal gairs: Omup3rds @ 230 0 0 0 0 Appliancesfother 0 2000 Subtotal Pines 6 to 13) 3176 4221 183 2155 Less edema) load 0 0 0 0 less trarsfer 0 0 0 0 RerLstrihutim 7 13 28 49 14 Subtotal 3183 4233 271 22D4 15 Duct loads 299/0 509/0 938 2115 29% 50% 62 1101 Total room load 4122 6349 273 3305 Air recored(cfm) 176 276 12 144 2015Sep-14 13:34:59 Page 5 -44- wriilgfrtsoft- RlghtSuite® Unhersal 201515.0.18 RSU08101 ... Dmu=ntslWdghtsoft WAC%FICHERARESIDENCE.rup CaIc=MJ8 From Doerfaces: is L �C 00000000000000000000 N Oi 00 00 0I cocoa 00 Tp �m o0oa00000000000000�0 00 00:00 ' 00 o � N m x O X U O 00 00 O O O O O 00 O 00 00 O.� O w r S a o � Ooo� Do CDC 0000000COON o � FS 00 O 00 O 00 00 0 00 00 O 00 MO N 00 Co N O ONO O 00 �� m 0000000000000o0000no n oo n oonOo 00 o 6 KC �O X 000 O o 00 0 m o 0 00 00 000 mo N C v N o. 2 Z C �� e o ',E o000000aaoa0000000mm - 0 of m $ w FS - ... � NvvcNp r�Ned�.=N 1�1�1� d NNN NNE NNN� �NNYi' �c x gcwi,xi. e�i,MSig 8i, v _N ry O��i ��N Na N N� aN �WD Q Y NN N O x cc^^c cc coo mwmm33333�� �'� ddd dddddddCodd�ddddd' o D ME L5 L5m a 9�r716 b K (II9 (1I9 (III am _(9II I F wrightsoftRight4@ Worksheet Job: Entire House Date: Aug 19, 2015 QUICK CALCS, INC. By. 317 ST.. LUCIE LN., FORT PIERCE, FL 34946 Phone: 7724666799 Fax 7724666796 Email: Ol11CKCALCS@AOLCOM 1 Room dame HALF BATH BEDROOM 2 2 Egxsed well 120 ft 31.0 ft 3 Room height 9.4 ft heaticool 9A ft heaucool 4 5 Room dimersio Room area 6.0 x 6.0 it 36.0 ft- 1.0 x 252.0 ft MO fv Ty Constructim U-value Or HTM Area (ft2) Load Area (ft.) Load number (BtutVft;°F) (Bh"ft2) or perimeter (ft) (Bluh) or perimeter (ft) (Bluh) Heat Cod Gross WP/S Heat Cool Grass WP/S Heat Cool 6 V 13A4ws 0.143 n 4:W 255 56. 56 225 144 160 88 352 223 ILA-.GGG ID-C2"n 0.870 n 24,36 24.39 0 0 0 0 0 0 -0 0 ID-c2omd 0.970 n 24.36 24.39 0 0 0 0 '72 0 1754 1756 11 kY 1Dc2arnd. 13A-4= 0.970 0.143 n a 24.36 4.00 24.39 255 0 0 0 0 0 0 0 0 0 132 0 132 0 527 0 335 lll_--GGD 1Dc2am 1Dc2on 0.970 0.870 a a 24.36 24.36 50.89 57.16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11DO 0.390 a 10.92 11.31 0 0 0 0 0 0 0 0 V+/ 1ors. _ 0.143 s 4.00 255 0 0 0 0 - 0 0 0 IIL�--GGCD 1DcD-c 2om 0.970 a 24.36 24:39 0 0 0 0 0 0 0 0 0 IDc2om 115-011m 1100 '0.870 0690 0.390 a ' s s '24.36 19.32 10.92 24.39 ' 27.67 , 11.31 .0- ' 0' 0 0 0 0. 0 0 ,0 0 0 0 0' 0 0 0 :0 0 '0 0 0 0 0 0 iaAAclql l0B-M s 10Bm 1.143 1.450 w w 0.60 44.00 265 46.84 56 23 33 0 132 947 B4 1084 0 0 0 0 0 0 0 0 1Dc20m 0.870 w 24.36 57.16 0 0 0 0 0 0 0 0 1Dc2om 113c2om 0.8m 0.870 w w 24.36 24.36 57.16 57.16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B3d1rld 0.032 - 0.90 1.68 36 36 32 60 252 252 226 423 F 22A401 _ 0.9B9 - 27.69 0.00 36 12 332 0 252 31 858 0 6 c)AFD mursim 259 -229 EmMope lossfgain 1670 1640 3717 2509 12 a) hfiltralion 176 47 454 122 b) Rcom veri ilaBm 0 0 0 0 13 IrtenW gairs: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal Qlrim 6 to 13) 1846 1687 4171 r 2630 Less"enWlmd 0 0 0 0 less trarsfer 0 0 0 0 Redstributim 2 3 108 70 14 Subtotal 1848 1690 4279 2700 15 Duct loads 292/6 5w 544 844 292/2 S0% 1251 1349 Total mom load 2392 2534 1 5540 4050 Air required (dim) 102 "DI 236 176 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. .Ak wrightsoR' RghtSuite@ Universal 201515.0.18 RSU08101 2015Sep 141 Page 7 ... DmuwntslWdghtsoft WAC1FICHERARESIDENCE.mp Calc=MJB Front Dcortaces: N #wrightsoft Right-M Worksheet Job: Entire House Date: Aug 19, 2015 By: QUICK CALCS, INC. 317 ST. LUCIE LN., FORTPIERCE, FL 34946 Phone: 7724666799 Fax 7724666796 Emil: Ol11CKCALCS@AOLCOM 1 Room name CLST 3 BEDROOM 3 2 E.Vosed wall 20 ft 120 ft 3 Room height 9.4 ft heet/ccol 9.4 ft hWVood 4 Roan dunersic 1.0 x 24.0 ft 13.0 x 120 ft 5 Rmmarea 24.0 fP 156.0 ft' Ty Cmstruclim number U-value (BIJUfti°F) Or HTM (BtuhHl9 Area (ft-) - a perimeter (ft) Load (Btuh) Area (W) a perimeter (ft) Load (Bluh) Heal Cod Gross WP/S Heat Cod Gross WP/S Heat Cod 6 13A4ms 1Dc2bm 1Dc2omd 0.143 0.870 U870 n n n 4.00 24.36 24.36 255 24.39 24,39 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 Ulf!! 11 10r.2omd.. 13A4= 0.870 0.143 n a 24.36 4.00 24.39 255 0 19 0 19 -0 75 a 48 a 113 0 95 0 380 0 241 I-G 1Dc2an ID-c2an 11D0 0.870 0.870 0.390 a a a 24.36 24.36 10.92 50.89 57.16 11.31 0 0 0 0 0 0 0 0 0 0 0 0 0 18 0 0 5 0 a 438 a 0 1029 0 lq! �--L' 13R48bs 1Dc2oin 0.143 0.870 -s s 400 255• 24.39 0 •0 0 0 0 0 0 0 0 0 0 0' 0 0 0 Fes`--CGD - 1Ec2fm' 11D0 11DO 0.690 0.690 0.390 s. s s 2436 19.32 10.92 10.92 '27.67 11.31 11.31 0 0 � 0 0 0 0 0 a 0 0 0 0 0 0 0 0 C 0_ 0 0 0• 0 0 0 0 13AAom 1013m 1Dc2om 1Dc2nrn 1Dc2an 16B,&M 0.143 1.450 0.870 0.970 0.870 0.032 w w w w w - 4.00 40.60 24.36 24.36 24.36 0.90 2.55 46.84 57.16 57.16 57.16 1.68. 0 0 0 a 0 24 0 0 0 0 0 24 0 0 0 0 0 22 0 0 0 0 0 40 0 0 0 0 0 156 0 0 0 0 0 156 0 0 0 0 0 140 0 0 0 0 0 262 C F 22A4d 0.989 - 27.69 0.00 24 2 55 0 156 12 332 0 6 c)AEDemmim -8 -119 Emelope lossigain 152 80 1290 1413 12 a) Infillra8m b) Ram ventilatim 29 0 6 0 176 0 47 0 13 hrtemal gairs: Occupants @ 230 0 0 2 460 Appliences/olhm 0 0 Sublolal Qir e fi to 13) 181 88 1466 1920 Less e#emet load 0 0 0 0 Lem tr fa 0 0 0 0 Redistribution -181 -88 108 78 14 Sublotal 0 0 1574 1998 15 Duct bads 29% 5VI. 0 0 29Y 50% 464 998 Total roan load 0 0 2038 2996 Air required (cfm) 0 0 87 130 Wrightson- RightSoite® Unlhersal 2015Pagea15.0.18 RSt108101 2015Sep14 1 e 8 ...DocurrentslWrighlsaR llUACTICHERA RESIDENCE.rup Calc=MJ8 Front Door faces: N a m p A T � O m W d Y Z O y fA �04 ? iRW a Ch c .3 �" �m 000 o�oon0000000000^� N m �n O Oo Ti o N v to a - W 0000�oo� 0000000000�g 0000�00000000o0000mo s4 � �0 00 � oO�p�Q2 ffiN �a �� 000 oq�000000000000 mod _ O N N Cj 2a� m m % OO O O� WO0 000 p0 0 0 00 0 �W N W mfig, 0000�m000000000000�� ;F ,N4 �SIO �'N NN N�Nd'1010��0 , ... � �NNN�NNOpNN WOV�NNNON 2 ffi C.ccameQQw... 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Corr: ci vexes PM-' 7 9ArJi6799 Fac 7724666796 Email: OUCKCALCSIDAOLCOM Job: Date: Aug 19, 2015 By: ,1 �. _ Raom HALLWAY FLIX ROOM nano........_.._-.. 0 ft 11.0 ft 2 Eked wall 9A ft heat/cod 9.4 ft heaticool 3 Room hd9M 1.0 x 113.0 ft 13.0 x 11.0 ft 4 Room dimemions 113.0 ft143.0 ft2 5 Room area Ty Ccnstructim 11-value Or HTM Area (ft') Load (Btuh) Area (ft') a *meter (ft) load (Btuh) number (BtrlVftUF) (611MI or perimeter (ft) Heat Cad Grass WKS Heat Cod Gross NIPS Heat Cod 6 13A4ocs 0.141 ,. n 4.OD 255 0 0 0 0 0 0 0 D 0 0 0 0 0 iDc2obl' 0.97C n 24.36 24.39 0 0 0 '0 0 0 0 0 0 ID-c2omd 0.97( n 24.36 24.39 0 0 0 0 1DM2tmd 0.8A n 24.36 24.39 0 0 0 0 0 0 0 0' 0 0 0 11 V� 1DA4 0.143 a 4.36 255 0 0 0 O 0 0 0 0 1Dc2om 0.87( a 50.99 0 O a 0 0 0 0 0 0 Ili_--GGD 1Dr2orn 0.870 a 14.36 24.36 57.16 0 0 0 0 0 0 0 0 11D0 &390 a 10.92 11.31 0 0 0 !. 0 fib 48 191 122 U�! 13Agms 0.143 s 4 00 2S5 0 '0 ' 0 0 0 0 18 - 16 - 438 439 1Dc2om- 0:870 s 24 36 24.39 0 ':0 -0' 0 0 ---C' 1Dc2am 0.970 s 2436 24.39 0 0 0 0 0 0 0 0 0 1E-c2fn 0.690 s. 19.32 27.67 0 0 0 0 0 0 0 0 1F�---fCG1 11D0 0.390 s 10.92 11.31 0 0- 0 0 0 38 38 151 96 y! �--G 13A4ocs 0.143 w 4.00 255 0 0 0 0 0 0 0 0 10-c 1,450 w 40,60 0 o O o 0 0 1D,2= w 24.36 57.16 57.16 0 0 0 0 0 0 0 0 1Dc2om 0.9ro 0.870 w 24.36 57.16 0 0 0 0 0 0 0 0 ID-c2omMni 0.032 0.989 w - 24.90 0.90 51.60 0 113 0 110, .. 100 190 143 143 12B0 240 C F 12A-tpl d 22Atd 0.989 - 27.69 0.00 0.00 113 0 0 0 143 11 305 305 0 -15 -75 6 c)AED minim 101 175 1213 821 Envelope loss/gain 0 0 161 43 12 a) hfiltratim 0 0 0 0 b) Roan ver81atim 13 htemal gains: Occupards @ 230 0 ( 0 0 0 0 Apdianoeslother 101 175 1374 864 Subtotal (lines 6 to 13) 0 0 0 D Less e)demd load 0 0 Less t -101 -175 Redistdbulidlx9im 0 0 1395 893 14 Subtotal 299/6 50% 0 0 29% 50% 411 449 15 Duct bads 1806 1 49 Told roan Iced p 77 59 Air required (cfin) 2015Sep-1413: wrfighisof - 10 RlghtSuitedl Unharsd 7015 15.0.18 RS1108101 Pagege 10 ... Documents\Wdghlsot WAC\FICHERARESIDENCErup Caic=MJS Fmnt Door4aces,• N I wrightsoft Right-M Worksheet Job: Entire House Date: Aug 19, zots QUICK CALCS, INC. By: 317 ST. LUCIE LN., FORT PIERCE, FL 34946 Phone: 7724666799 Fax: 7724666796 Email: OUCKCALCS@AOL.COM 1 Rcom narrte FOYER 2 Expmed wall 16.0 ft 3 Room height 9A ft heWcool 4 5 Roan d'unasions Room area 9.0 x 7.0 ft 63.0 ft2 Ty Castnxiicn U-value Or HTM Arm (ft') Load Area Load number (BtutVWF) (BhHft2) or perimeter (it) (Btuh) or pedrtreter Heat Cool Gross WP/S Heat Cod Gross WP/S Heat Cool 6 % laa,4 s 0.143 n 400 2.55 :_ 0 0 0 .0 - Il�-EGG 1Dc2om 0.97 n 24.36 24.39 0 0 0 0 IDc2omd.` G.870 n . 24.36 24.39 t 0 0 0 0 IDr?and. . 0.970 n - .24.36 24.39 . . -0 ` 0 ,.. -0 0, . 11 W, laAID-c om 0.870 a 4.36 0 0 0 0 ID-c7rm 0.970 a 24.36 0.89 57.16 0 0 0 0 1100 11D0 0.390 0.390 a a 10.92 10.92 SZi6 11.31 0 0 0 0 0 0 0 0 �fl I--0' 'mows .� IDc2om ,- 0:143 0.970 s s -400 2436 2.55. 24.39 �85- - 0. ` 45 0 179 0 114 0 , H---(� I-C �D 1Dc2om ,1Ec2fm 11D0 ,. 0.870 0.690 0.390 s s . s' 24.36 1932 10.92 ' 24.39 '27.67 11.31 ' a 16 : 24 0 a 24 ' 0 309 :-. .262 ' 0 ..443 . 271 , Moms 105-M 0.143 1.450 w w 4.00 40.60 255 46.84 66 0 66 0 263 0 167 0 I--fi FL -CC 1Dc20m IDc2om ID-C20M 0.870 0.970 0.970 w w w 24,36 24.36 24.36 67.16 57.16 57.16 0 0 0 0 0 0 0 0 0 a 0 0 c- 16B30md: 0.032 - 0.98 , 1.6B 53 63 56. 106„- F 22A-td 0.989 - 27.69 0.00 63 .16 443 0 6 c)Am mursicn -16 Emdope loss/gain 1513 1086 12 a) Witmtim 235 63 b) Room ventilafort _ (1 0 13 kdemal gairs: Occupants @ 230 0 0 Appliahces/other 0 Subtotal (lines 6 to 13) 1747 1148 Less external load 0 0 Less Irartsfer 0 0 Redstdbulion 0 0 14 Subtotal 1747 1148 15 Duct loads 29Yo 5g'/6 1 515 574 Total room load 2262 17E Air required (cfm) 96 75 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wright5 fv RyhtSulte® Universal 201515.0.18 RSL106101 2015Sep-1413:34:59 Page 11 ... Docum nts%Wdghtsoft WACIFICHERA RESIDENCE.mp Calc = MJ6 Fmnt l3wrfaces: N wrightsofte Duct System Summary Endre House QUICK CALCS, INC. 317 ST. LUCIE LN., FORT PIERCE, FL 34946 Phone: 7724669799 Fac 7724666796 Email: OMCKCALCS@AOL.COM Project• • For. FICHERA RESIDENCE 2020 TILTON ROAD, PORT ST LUCIE, FL 34982 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 1.00 in H2O 0 in H2O 1.00 in H2O 0.500 / 0.500 in H2O 1.000 iN100ft 1933 cfm Job: Date: Aug 19, 2015 By: Cooling 1.00 in H2O 0 in H2O 1.00 in H2O 0.500 / 0.500 in H2O 1.000 in/100ft 1933 cfm 224 ft Name Design (Btuh) Htg (Cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH h 1288 55 51 1.000 &0 Ox0 VIFx 30.3 115.0 st2 BEDROOM 2 h 5540 236 176 1.000 8.0 Ox0 VIFx 33.0 115.0 st1 BEDROOM 3 c 2996 87 130 1.000 7.0 Ox0 VIFx 31.3 115.0 st2 CAFE c 3174 88 138 1.000 7.0 Ox0. VIFx 44.8 115.0 st1 CAFE -A c 3174 88 138 1.000 7.0 Ox0 VIFx 43.0 116.0 SO FLEX ROOM h 1806 77 59 1.000 6.0 Ox 0 VIFx 22.8 115.0 st2 FOYER h 2262 96 ' 75 1.000 7.0 Ox 0 VIFx 30.0 115.0 st2 GREAT ROOM h 4305 184 158 1.000 &0 Oc0 VIFx 55.6 135.0 st3 GREAT ROOM -A h 4305 184 158 1.000 &0 Ox0 VIFx 58.3 135.0 St3 HALF BATH c 2534 102 110 1.000 7.0 Ok 0 VIFx 47.8 115.0 SH KITCHEN c 3305 12 144 1.000 7.0 Ox0 VIFx 25.9 115.0 st2 LAUNDRY h 1015 43 32 1.000 4.0 OxO VIFx 5.0 95.0 MASTER BATH h 3509 150 89 1.000 a Ox0 VIFx 58.8 135.0 st3 MASTER BEDROOM h 5009 214 212 1.000 &0 Ox0 VIFx 68.7 155.0 st4 MASTER BEDROOM -A h 5009 214 212 1.000 &0 Ox0 VIFx 69.1 155.0 st4 TOILET h 1186 51 22 1.000 &0 Ox0 VIFx 61.5 135.0 st3 wlc1 h 1228 52 26 1.000 &0 Ox0 VIFx 65.1 155.0 st4 WIC c 125 3 5 1.000 4.0 Ox0 VIFx 65.2 155.0 1 B14 Bald'X 1c valves have been mwuaW overridden wri htsofC 2015Sep.1413:35:05 9 RightSuite® UnNersal 2015 15.0.18 RSI108101 Page 1 ...DmummslWnghtsoB WACiFICHERA RESIDENCE.mp Calc=MJ8 Fmnt Dwr faces: N M This document was created with Win2PDF available at http://www.viin2pdf.com. The unregistered version of Win2PDF is for evaluation or non-commercial use only. This page will not be added after purchasing Win2PDF. RECEP."D OCT 12 Z015 I >t'�=tilsl,l 1 CUSTOM RESIDENCE rlCHURA nasDENCB AEeacimd BuHdm & DDvelopm x Steve LiCausi Design Group, Inc. RESIDHNTIAL DESIGNERS I W �E6W weNmBM14Daf 81.lacial'4�S9S1 D�aneu:(m»ewaM , ixono.m.mrw.e°rw...ams� RE: 29267 - Fichera Residence Site Information: Customer Info: Associated Builders Lot/Block: Address: 2020 Tilton City: Port St. Lucie Lumber design values are in accordance with ANSI/fPI 1 section 6.3 These truss designs rely on lumber values established by others. Project Name: Fichera Residence Model: Subdivision: State: Florida MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014frP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 [All Heigh]] Wind Speed: 160 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 79 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. I Seat# iTruss Name Date I No. I Seal# Truss Name I Date 1 IT7500286 IA01G I 10f7/015 118 IT7500303 I C04 I 10f71015 12 I T7500287 I A02 110'71015 119 I T7500304 I C05 110f71015 1 13 IT7500288 IA03 110f71015 20 T7500305 IC06 10f71015 14 IT7500289 IA04 11W7/015121 IT7500306 IC07G 10f71015I 15 IT7500290 IA05 I10f7/015122 IT7500307 -CA I10r710151 16 IT7600291 IAo6 10f7/015 123 IT7500308 -CAA I iom015 1 17 1 T7500292 A07 10/7/015 124 I T7500309 I -CJ2 1 10/7/015 I 18 IT7500293 IA08G 110f7/015 125 IT7500310 I-CJ3 110f7/015 I 19 17W0294 IB01G 110f7/015126 IT7500311 1-CJ3A 110/7/0151 I10 T7500295 IB02 110f7/015 127 IT7500312 CJ4 10/7/015 111 IT7500296 IB03 110f7/015 128 IT7500313 I CJS 110/7/0151 112 IT7500297 1B04 110171015129 IT7500314 1 -CJ5C 110/7/0151 113 IT7500298 1B05 110/7/015 130 IT7500315 1001G 110/7/015 1 114 I T7500299 I B06G I I0f7/015 131 I T7500316 I D02 110/7/015 1 115 IT7500300 IC01G 110f7/015 132 12500317 1D03 110/7/015 1 116 IT7500301 1CO2 10f71015133 T7500318 1004 110/7/0151 117 I T7500302 I CO3 110/7/015 134 I T7600319 I D05 110/7/015 1 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. `,AAAAIu�4q/p ��% PQUIN � 'S ........ 68182 t jr 0. STATE OF :�Z4/ Al; Joaquln Velez PE No.68182 MiTek USA, Ina. FL Cert 6634 6904 Parlor East Blvd. Tampa FL 33610 Dam: October 7,2015 R Velez, Joaquin loft RE: 29267 - Fichera Residence Site Information: Customer Info: Associated Builders Project Name: Fichera Residence Model: Lot/Block: Subdivision: Address: 2020 Tilton City: Port St. Lucie State: Florida INo. ISeal# ITruss Name Date INo. ISeal# I Truss Name I Date 35 IT7500320 ID06 10/7/015 178 IT7500363 P602 1017/015 I36 IT7500321 IE01G 110/7/015179 IT7500364 IPB03 110/7/015I 37 T7500322 JE02 10/7/015 1 1 1 I 1 I 1 1 I I 1 1 1 1 1 1 I I 1 1 1 1 1 1 38 T7500323 IE03 11 0/7/015 39 IT7500324 IE04 10/7/015 40 IT7500325 JE06 10/7/015 141 IT7500326 E06 110/7/015 142 1T7500327 IE07 110/7/015 143 IT7500328 I E08 110/7/015 144 117500329 I E09 I10/7/015 45 T7500330 E10 10/7/015 4 II EE1112 111100/77/001155 148 IT7500333 IE13 110/7/015 49 T7500334 E14 10/7/015 50 1T7500335 E15 110171015 51 1T7500336 E16 110/7/015 52 1T7500337 E17 10/7/015 53 T7500338 1 E18 10/7/015 154 1T7500339 E19G 110/7/015 155 IT7500340 I-EJ1 110/7/015 156 T7500341 1-EJS 10/7/015 57 T7500342 I-EJ6 110/7/015 158 IT7500343 I-EJ6A 110/7/015 159 IT7500344 I-EJ7 110/7/015 60 IT7500345 1-EJ7-2 110/7/015 61 T7500346 I-EJ7C 110/7/015 162 IT7500347 IF01G 110/7/015 163 IT7500348 IF02 110/7/015 164 1T7500349 1F03 110/7/015 65 T7500350 -HJ1 110/7/015 166 1T7500351-HJ5 110/7/015 67 1T7500352 I-HJ6 110/7/015 68 IT7600353 -1-1J7 10/7/015 169 IT7500354 -HJ7C 110/7/015 170 1T7500355 1 MT01 110/7/015 71 1T7500356 M U 10/7/015 I 72 1T7500357 MT03 110/7/015 173 1T7500358 1 MV2 110/7/015 174 IT7500359 I MV4 110/7/015 75 1T7500360 I MV6 110/7/015 176 1T7500361 MV8 110/7/0151 177 IT7500362 IPB01 110/7/015 2 of 2 Job Truss Truss Type Qty Ply Fiches Residence TT500296 29267 A01G Hip Gider 1 1 Job Reference o io al East Coast TNs; Ft. Pierce, FL SIM e� d 7.640 Wed Od W 14:53:112015 1-a0 Scale =1:42c 48 = 3x8 3x4 = 1x4 II 3.4 = 4x8 = 3x4 = 34 II 4x4 = a, = dx° — 4x8 = 10 9 Sx5 = Ni-0 L�0.0 7-a0 i 12-411 17-9.5 l 23.2.0 1242-0� 14i0 0-46 5-2-0 5d-11 5-411 5 11 1-a0 Plate Off_sets_(X.Y)— r3:0-5-4.0-2-01.17;0.5-0.D-2-01 rIO O-2-00-3-41113�0-3-40-3-01 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.13 1113 >999 240 MT20 244/19D TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.21 11-13 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.97 Horz(TL) 0.04 10 We rda BCDL 10.0 Code FBC2014/rP12007 (Matrix-M) Weight: 143 to FT=O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Except* 8-9,2-15: 2x6 SP No.2 BRACING. TOP CHORD Structural wood sheathing directly applied or 3-6-8 cc purlins, except end vertcals. BOT CHORD Rigid ceiling directly applied or 5-0-9 cc bracing. MTek recommends that Stabilizers and required Gross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 9=.994/0-8-0, 15=1344/0-8-0, 10=2546/0-8-0 Max Hom 15=169(LC 8) Max Uplift 9=-1078(LC 29), 15=916(LC 8). 10=-1702(LC 8) Max Grev 9=618(LC 8), 15=1403(LC 29), 10=2747(LC 29) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250111) or less except when shown. TOP CHORD 23=1781/1103, 3-19=2084/1376, 19-20=.2084/1376, 20-21=-2084/1376, 4-21=2084/1376,4.22=-1554/1035,22-23=1554/1035, 23-24=-1554/1035, 24-25=-1554/1035, 5-25=-1554/1035, 5-26=1554/1035, 6-26=1554/1035, 6-27=155411035,27-28=-1554/1035, 7-28=1554/1035, 8-9=-504/760 BOT CHORD 14-29=-1013/1556, 29-30=-1013/1556, 1330=1013/1556, 1331=1381/2108, 31-32=.1381/2108, 12-32=-1381/2108, 12-33=-1381/2108, 11-33=-1381/2108 WEBS 3-13=447/731, 4-13=-246/265, 4-11=.666/446, 5-11=538/495, 2-15=1337/911, 2.14=893/1475, 7-10=-1673/1211,7-11=1272/1973, 8-10=-598/382 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuft=160mph (3-second gust) Val24mph; TCDL=6.Opsf BCDL=3.Opsf, h=15ft; B=151t; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=D.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plate(s) at joints) 1, 3, 6, 7, 8, 14, 13. 4, 5, 9, 2, 15, 10 and 11 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s) at joinl(s) 12 checked for a plus or minus 5 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1078111 uplift at joint 9, 916111 uplift at joint 15 and 1702 lb uplift at joint 10. 9) "Semi -rigid pilchbreaks including heels" Member end Ill model was used in the analysis and design of this truss. 10) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. %,,,)0P�G E N No/� 68182 Joaquin Velez PE No.68182 M(Tek USA, Inc. FL Cad 6634 69D4 Parke East Blvd. Tampa FL33610 Date: October 7,2015 Continued on pace 2 ® WARNING -Verlrydeslpn parameters and READ NOTES ON THIS AND /NCL UOEO MITEK REFERANCE PAGE MII-7473 rev. 1 NOMOI S BEFORE USE Design vol d for use only Win Meek® connectors. AB design is based only upon parameters shown, and is force individual building component, not a fmss system Before use, the building designer mustvcrity the oppBcabiity of design parameter and properly hocrpoode th6 design into the overall buiding design. Brocingiedicated b to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is oways requ'netl for stab0ify, and to prevent collapse wth Possible personal injuy and propery damage. For general guidance regarding the Iabrlcation. storage, delivery, erection and bracing of trusses and two syslenn, sea AN51/11`11 Qualify Crifeda.D50-B9 and Sal Bull Component 69M Perks East Blvd. Safety Information available ham Tmss Plate Institute,218 N. Lea Sheet, Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type - arty Ply Fbhera Famous. T7500338 29267 A01G Hip GlNer 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL U948 7.61Os Sep292015MneklndusNes,ina Wed Od O714E3:112015 Paget ID:wZtgBzllgyZQdHYa5HazEyINP-ZGEOwG7R x9cmEGNfbbvbLoKHh000oeJM8YVvhyVnfc NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1521b down and 152 lb up at 7-0-0. 148 lb down and 152 lb up at 9-0-12, 148 lb down and 152 Ib up at 11-0-12. 148 Ib down and 1521b up at 12-10-0, 148 to dawn and 152 lb up at 14-7-4, 152 Ib down and 152 lb up at 16-7-0, 152 lb down and 152 lb up at 18-7-4, 152 lb dawn and 152 lb up at 20-7-4. and 152 to down and 1521b up at 22-7-4. and 148 lb down and 168 lb up at 23-2-0 on top chord, and 177 lb down and 132 to up at 7-0-0, 52 lb down and 24 lb up at 9-0-12, 52 lb down and 24 Ib up at 11-0-12, 52 It, down and 24 Ib up at 12-10.0, 521b dawn and 24 lb up at 14-7-4. 52 lb down and 241b up at 16-7-4, 521b down and 24 lb up at 18-7-4. 521b down and 24 lb up at 20-7-4, and 52 lb down and 24 Ib up at 22-7-4, and 52 Ib down and 24 lb up at 23-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Un'dortn Loads (pit) Vert: 1-3=60, 3-7=60, 7-8=-60, 9-16=20 Concentrated Loads (lb) Vert: 3=69(F) 7=-69(F) 14=-46(F) 10=26(F) 20=69(F) 21=69(F) 22=-69(F) 23=69(F) 25=69(F) 26=69(F) 27=89(F) 28=69(F) 29=26(F) 30=26(F) 31=26(F) 32=26(F) 33=-26(F) 34=-26(F) 35=26(F) 36=-26(F) ® WARNING- Verify design pu ri nolere and READ NOTES ON TMS AND INCLUDED MITEK REFERANCE PAGE MU.7473 rev. ION3101 S BEFORE USE ��®® Oesignvalidforuse onrywith,WTeacormectors. Ihisdeslgn b based onN upon paromatem shown, and is foranindvidualbuilsfmg component, not a taossygem Before use. thebWdng deslgnermustventythe applicability ofdesign parameters and properlyincamorate in% Eeslgnintotheoveran bulding design. Bracing indicated 6 to prevent bucldrg of ihdividuai truss web and/or chord members only. Additional temporary and permanent bracing M(Tek' is always required for stability and to prevent co0opse with possible personal ln'kV and property damage. For9eneralguidanceregardingi a fabrication, storage, delivery, erection and bracing of Tosses and truss systems.see ANSIITFII Quality Cdterla,pSB-89 and BC51 Building Component 6804 Parke East BNd. Salelylnfarmatlan ava0oble Tamiruss Plate lratituie. 216 N. Lee Sleep Svite 312, Alexontlda. VA 22314. Tampa, FL 33610 Job Truss Tress Type City Ply Fichera Residence fiD02B] 29257 A02 Hip 1 1 East Coast Trues, Ft. Ple,ce, 13,1946 1-10.0 IDmZtg8z11gyZDid HYm5HazEyIfUP-1 Sn11 m7c731FHR plwNGgSpu7Nh5jD71nX0u527yVa 9-0-D I 151.0 I 21-24 2a2.0 0.49 B-1-0 6.1.0 3-0.0 Scale=1:41.8 4x8 = 1x4 3.4 = 4xe = 3 4 18 5 6 3x4 = 1x4 II 4A = axe - 3xe = 3x4 = 3x8 It 3x4 = 1-&0 1-1 a-D 15. -0 - -0 2 - ia 5. Plate Offsets(X.Y)-- 13:0-5-40-2-0116,0-5-40-2-01 LOADING(pso SPACING- 2-0-0 CSI. DEFL. In (roc) 8de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Ven(LL) -0.06 13-14 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.16 13-14 >999 180 BCLL 0.0 ' Rep Stress Incr YES Wit 0.35 HorzT_) 0.02 8 n/a n/a BCDL 10.0 Code FBC2014/rP12007 (Matrix-S) Weight: 138 lb FT c:0 LUMBER- BRACING - TOP CHORD Zx4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 20 SP No.3 REACTIONS. (lb/size) B=881/0-4-0, 14=1046/0.8-0 Max Harz 14=167(LC 8) Max Uplift8=-402(LC 8). 14=-530(LC 8) FORCES. (Ib)-Max. Comp/Max. Ten. -All forces 250 Ila) or less except when shown. TOP CHORD 2-3=11581500, 33=1048/550, 4.18=1048i550, 5-18=1048/550, 5-6=-1048/550, 6-7=597/289, 7-8=8631404 BOT CHORD 13-14=203/297, 12-13=-441/943, 11-12=441/943, 10.11-213/496, 9.10=-213/496 WEBS 2-13=-243/784, 4-11=408/271. 6-11=329/711, 6.9=447/267, 7-9=-319/744, 2-14=-941/580 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer stallation Guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf; h=15ft; B=4511; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.1 B; MWFRS (directional); Cantilever left and right exposed ; Lumber DOL-1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water donating. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 pelf bottom chord live load nonconcument with any other live loads. 6)' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will ill between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40216 uplift at joint 8 and 5301b uplift at Joint 14. 8) This truss design requires that a minimum of 7116'sWctural wood sheathing be applied directly to the top chord and V gypsum sheetrock be applied directly to the bottom chord. No 68182 ATE OF O p`% Jill Joaquin Velez PE No.68182 MITek USA Inc. FL Cert 6634 6904 Parke East BNd, Tampa R.33610 Data: October 7,2015 ®WARNING- VereydeslBnperametersend READNOTESON r10SANDINCLUDEDWI REFERANCEPAOEMII-7473rw.. 1010JRO15BEFOREUSE LUMBER- BRACING - TOP CHORD Zx4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 20 SP No.3 REACTIONS. (lb/size) B=881/0-4-0, 14=1046/0.8-0 Max Harz 14=167(LC 8) Max Uplift8=-402(LC 8). 14=-530(LC 8) FORCES. (Ib)-Max. Comp/Max. Ten. -All forces 250 Ila) or less except when shown. TOP CHORD 2-3=11581500, 33=1048/550, 4.18=1048i550, 5-18=1048/550, 5-6=-1048/550, 6-7=597/289, 7-8=8631404 BOT CHORD 13-14=203/297, 12-13=-441/943, 11-12=441/943, 10.11-213/496, 9.10=-213/496 WEBS 2-13=-243/784, 4-11=408/271. 6-11=329/711, 6.9=447/267, 7-9=-319/744, 2-14=-941/580 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer stallation Guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf; h=15ft; B=4511; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.1 B; MWFRS (directional); Cantilever left and right exposed ; Lumber DOL-1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water donating. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 pelf bottom chord live load nonconcument with any other live loads. 6)' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will ill between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40216 uplift at joint 8 and 5301b uplift at Joint 14. 8) This truss design requires that a minimum of 7116'sWctural wood sheathing be applied directly to the top chord and V gypsum sheetrock be applied directly to the bottom chord. No 68182 ATE OF O p`% Jill Joaquin Velez PE No.68182 MITek USA Inc. FL Cert 6634 6904 Parke East BNd, Tampa R.33610 Data: October 7,2015 ®WARNING- VereydeslBnperametersend READNOTESON r10SANDINCLUDEDWI REFERANCEPAOEMII-7473rw.. 1010JRO15BEFOREUSE Deltmvalld ionise mly Wih NuTek®connector.th deegnabased orwuponpammetersshavm, and is foran individual building component, not �R p`� a truss system Before use, the building designer must verify the applicability of design pammeters and properly Incomorate this design into the overall bundingdeagn. Bracing indicatedic to prevent buckling of individual twit weband/or chard members only. Additional temporary and permanent bracing WOW Is alwaysrequtedfcrstabilly ondlopraventcoBc,poo Wth possible penonaliniury and pmpedy damage. ForgeneralguidonceregardNglhe labdcatloustorage.delivery. erection and bracing of fusses and Wss systamxsee ANSIpPII DuaetyCili DSB-89 and SCSI Building Component 69N Parka East BNd. Soletylnlosmatlon avalable from Truss Plale Imtitute. 218 N. Lee Street. Sulte 312 Alexandra, VA 22314. Tampa. FL 33510 Job Truss Truss Type cry Ply Fichera Residence T]SOMae 29289 A03 Hip 1 1 J bRl f 1' II East Coast Trues, Ft. Plerce, FL U946 5 9 at-o a1-o 4x4 = B.oO 72 3x4 = 4x4 = E O-o Scale -1:42.7 3x4 = 3x4 = 1. = 3x4 = 3x8 = 3xB II axe = a -t m -0.0 &2-13 1&24 8-2-0 I 2424 5-60 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.13 13-14 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.3413-14 >786 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.50 Horz(TL) 0.03 9 ma Na BCDL 10.0 Code F13C2014rrP12007 (Matrix-S) Weight: 141 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP N0.3 BRACING. TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14=1056/0-8-0, 9=1001/0.4-0 Max Harz 14=167(LC 8) Max Uplift 14=534(LC 8), 9=-455(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=1053/478, 4-5=977/498, 5.6=895/503, 6-18=655/399, 7-18=-655/399, 7-8=796/386, 8-9=-872/425 BOT CHORD 13-14=507/1012, 12-13=373/860, 12-19=-373/860,11-19=373/860, 11-20=-373/860, 10-20=-373/860 WEBS 6-10=-379/186, 3-14=-1118/592, 8-10=-290/742 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; VUh=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=241t; eave=4ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); Cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf boftom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5341It uplift at joint 14 and 455 lb uplift at joint 9. 8) This truss design requires that a minimum of 7/1V structure[ wood sheathing be applied dimply to the tap chord and V gypsum sheetrock be applied directly to the bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 Ito dawn and 33 Ito up at 23-4-0, and 68 to dam and 33 lb up at 21-4.0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced); Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-5=60, 5-7=60, 7-8=-60, 9-15=-20 Continued on name 2 ,,,�G No 68182 O: a E OF :4(f�/� Joaquin Velez PE No.68182 MTek USA Inc. FL Cert 6634 6904 Parke East Blvd. Tampa Fl.33610 Date; October 7,2015 A WARNING- Veallydesign Faramelan and READ NOTES ON This AND INCLUDEDAUTEKREFERANCEPAGEMII-Taro rev. 10002/4015 BEFORE USE Deslgnvord foruse only wish NuTek® connectors. Thh design b based any upon parameters shown, and Is loran Individual buiding component, not a truss system Before use, the build no designer must verify the applcablty of design parameters and property Incorporate this design into the overall r builsingdesign. Bracing Indicated Istoprevent buckBngofindividual Ines weband/or chord members only. Additional temporary and permanentbmcing WOW Is ct uys required for stability and to prevent colapse wfh possible personal injury and property damage. For general guidance regarding the fabrication. storage. delivery, erection and bracing of fusses and truss systems. see ANSIRPII quality Cdtetla,DSB-89 and SCSI Building Component Boost Parka Fast Blvd. Safetylnformason avalable homimss Plata lnsliNte, 218 N. Lea Sheet, Suite 312 Alexandria, VA 22314. Tampa, FL 33510 Job Trues TNse Type City Ply Flown Resider. nsgo2ee 2926T A03 Hip 1I 1 Job Reference (opfionat) East Coast Truss, Ft. Pleura, FL 34946 LOAD CASE(S) Standard Concentrated Loads (W) Vert: 21=65(F) 22=-65(F) 9.640 s Sep 292015 Wok Industries, Inc. Wee Oct 0714:53:132015 Page ID:wZtgBzllgyZOdHVnSHnEyNUP-VeL8Ly8h4VYPKAF0VU4d3_O0CZ5MOy0exmgdeaZyVnta AWA usom s - Vrlfy design paamef. and READ NOTES ON THIS AND INCLUDED MIT EK REFERANCE PAGE MIAW3 mu. ION.V201S BEFORE USE. Designva0d for use any Win WOO connectors. We design is based a* upon parameters shown. and B for an Individual bv[Uhg component, not �® a truss mtem. Before use, the building designer must veny the appGcabNy ofdesgn parameters and property Incorporate this design into the overall buildingdeslgn. Bracing lndicated4topmvmlbuckling cfind'MduallNssweb and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stably, and to prevent collapse with possible personal inlay and property damage. For general guldance regarding the fabdcatlanstorage. delivery, erection and bracing of husses and truss raters.see ANSI/SPII Quality Wage. DSO.09 and BCSI Burning Component 6904 Parke East BhN. Safety Information available from Two Plate Institute.218 N. Lee Street. Suite312 Alexandria, VA 22314. Tampa.FL 33510 Job TIUSS Truss Type Oty Piy Raise Residence T75002B9 29267 AlsoHip 1 1 b I East Coast Truss, Ft. Piece. FL N946 7.640 a Sep 292015 hill industries, Inc wad Od 07 14:53:14 2015 Pagel ID:wZtgBzllgyZOdHYnSHazEyHUP-_gvVJY19JHsYBoPzh2o9IXEzL5VIRhuX47KNC77yVnfZ 1-ta0 61-is 12-1.0 18.1-0 2412.0 1-10-0 4-315 5-11.1 8-a0 ".0 Scale=1:44.3 4x8 = BDO 12 4.4 = 17 18 a 3x4 = 1a4 II 4a4 = Sae = 3x4 = 3a8 = 3x8 11 1$0 1-1 0 a-1-15 1- 12-1-0 18-1-0 24-2-0 1-a-0 04 4315 9-9 5-1-e 6-a0 6-1.0 Plate Offsets_(X.Y)- 15:0-5-4.0-2-01 111:D-y4.0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.05 8.9 -999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.14 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO We 0.40 Horz(TL) 0.02 8 Na n/a BCOL 10.0 Code FBC2014rTP12007 (Matrix-S) Weight: 141 lb FT-0% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4 SP No.2 BOTCHORD WEBS 2x4 SP No.3 WEBS REACTIONS. fib/size) 8=1001/0-4-0, 13=1056/0-8-0 Max Horz 13=169(LC 7) Max UpliftB=-455(LC 8), 13=-534(LC 8) FORCES. fib) -Max. COMPJMax.Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=1142/498, 3-0=998/477, 4-5=919/496, 5-17=682r434, 17-18=-682/434, 6.18=682/434, 6-7=840/412, 7-8=-847/426 BOTCHORD 11-12=-501/1084, 11-19=-345/872, 19-20=345/872,10-20=-345/872, 9-10=-345/872 WEBS 5-11=-51/293,5-9=295/104,7-9=-272/709,2-13=-962/502, 2-12=-432/1037 Structural wood sheathing directly applied, except end verticals Rigid ceiling directly applied. 1 Row at raisin 5-9 M7elk ra- -ands that Stabilizers and required cross bracing be installed during Wss erection, in accordance with Stabil¢er Inetallat'on aultle NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf BCOL-3.Opsf, that 51t; B=45ft; L=24ft; eave=4ft; Cat. 11; Exit C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will 0t between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4551b uplift at Joint 8 and 534 lb uplift at Joint 13. 8) This truss design requires that a minimum of 7116'structural wood sheathing be applied directly to the top chord and W gypsum shealrock be applied directly to the bottom chord. 9) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated loads) 68 lb down and 331b up at 23-4-0, and 68 lb down and 331b up at 21-4-0 on bottom chord. The design/selection of such Connection devices) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=60, 5-6=-60, 6.7=-60, 8-14=20 Continued on Daae 2 � NJj(o. 68182 0ORIQP'�\� Joaquin Velez PE No.68182 Mffek USA, Inc. FL Curt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 7.2015 ®IMANINO-Vanity, des19nW of. and NERD NOTES ON TMS AND INCLUDED MITEK REFENANCE PAGE Mill nv. 1ST320156EFORE ME. Design valid for use any with Weiss connectors. ThIs dedgn h based ory upon parameters shown, and b for an hcyl al bu0ding Component, not a tmss system. Before usa the building designer must verity the apptaabitty of deign parameters and property incorporate this design Into the overall building design. Bracing Indicated b to prevent buckling of Individual Wss web and/or chord members only. Additional ternmary and permanent bracing WOW is alwvys required for stability and to prevent collapse with posslble personal injury and property damage. For general guidance recording the sabrkafion. storage, delivery, eractbn and bracing of Wssesand tsss,stems.sea ANSI/1PIIOua111y Cdtetla,DSB-89and BCSIB.Uding Component 69W Parke East Sisal.ofelylntormellon available from Tmss Plate lnstifuts,218 N. Lea Steel. Suite 31Z Aleacul VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply Flchere Randence 500289 29267 A04 Hip 1 1 nM1 Rwlwrwnr-w /nnl'nn Il East Goan Truss, FL Piece, FL U946 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 21-65(F) 22=65(F) 7.640 a Sap 292015 MITek ledustdes, Ind. Wed Od W 14:53:14 2015 Page 2 ID:wZtgBzl KjyZCiOHYnSHezEylfUP-_qvW Y19JHsYBoPzh2o91XEzLSMRhuX41KNC77yVnfZ ®wAf il- Verflydeslgnparamefen and READ MOM ON THIS AND INCLUDEDMITE/t REFERANCE PAGE MII-rail rev. IMM015BEFORE USE. Design wild forum only With Watts, connectors. We design B based only upon parameters shaven, and is for on intl'Mdeal building component, not a truss rystem. Before use, the building designer must witty the applicability of design parameters and property incorporate this design into the overall buildingdesign. Bracing Indicated Is to prevent bucking of individual lised bond/orchard members only. Additional temporary and permanent broom, WOW Is always required for slablity and to prevent collapse with possible personal may and property damage. For general guidance regarding the fabrication. storage, delivery. erection and bracing of Busses and truss nstemx see ANSI/1P11 Quagty Cdlede,DSB-B and BCSI Building Component 69U Parka East Bind. Safety Information available Bonnues Plate Wfitule.218 N.Lee Skeet. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply Flchtta Rasidenco T750029a 29267 A05 Hip 1 1 InA Nnlnra n (optional) ..'.... re., aL YIBRR,"Nv.. S66y] 4 3 7.6405 Sep 292015 MTek 4x8 = 6.00 F12 4x4 = 17 Inc. Wad Od 07 14:53:15 2015 Scale=1:42.9 3x4 = 1.4 II 4x4 = 54 = 3x4 - 3x8 = 3x8 11 tA-0 0.4 - 4-0-3 0.S9 12-1.8 61-12 &1}e 5-11-0 42.0 6-1-8 Plate Offsets XY)- f5:0-5.40-2-OI f1Y0.1-120-3-01 LOADING(psp SPACING. 2-0-0 CSI. DEFL. in (Joe) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Ven(LL) .0.05 B-9 -999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(TL) .0.14 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.40 Horz(%) 0.02 8 n/a We BCDL 10.0 Code FBC2014rFPI2007 (Matrix-S) Weight: 1411b FT-0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. fib/size) 8=1001/0-4-0, 13=105610-8-0 Max Horz 13=169(LC 7) Max Uplift8=.455(LC 8), 13=-534(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS. i Row at midpt 5-9 MTek recommends that Stabilizers and required Gross bracing be installed during truss erection, in accordance with Stabilizer Installation nulde. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1143/499, 3-4=997/477, 4-5=917/496, 5-17=.682/435, 17-18=.682/435, 6-18=-6821435, 6-7=841/412, 7-8=846/426 BOT CHORD 11.12=501/1085, 11-19=344/868, 19-20=-344/868, 1D-20=-344/868, 9-10=344/868 VVEBS 5-11=-53/293, 5-9=292/103, 7-9=271/707, 2-13=961/5D2, 2-12=-433/1038 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsh BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=41t; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Ol between the bottom chard and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 455 Ib uplift at Joint 8 and 534 to uplift at Joint 13. 8) This truss design requires that a minimum of 7116'sWctural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 9) Hanger(s) or other connection devlcit shall be provided sufficient to support concentrated load(s) 681b down and 331b up at 234-0, and 68 lb down and 33 lb up at 21-4-0 on bottom chord. The designiselection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face o1 the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-5=60, 5-6=60, 6.7-60, 8-14=-20 Continued on pace 2 OPQUIN 4 VFW No 68182 O: ATE OF .'�1/� �pNAI 0% Joaquin Velez PE No.68182 MTek USA, Inc. FL ORrt 6634 69D4 Parke East Blvd. Tampa R 33610 Date: October 7.2015 ® WARNING -Vavlo, design p4ramelers and READ NOTES ON THIS AND INCLUDED MITEK REF£RANCE PAGE 01.7473 rev. 10,01MOT5 BEFORE USE Design valid for use only with Wake connectors. Thb design is based only upon paramelers shown, and is for an Individual building component not �• a two ntem Before use. the bung designer must verity the applIcabl6N of design paromelers and proped,,incorporate this design We the overall buildingdesign. Bracing indicate Istoprevent buckOngofVdivlduoltmnweband/or chord members only. Addllionalfempomryand permanent bracing WGIC b always required for slobSty, and to prevent colopse with possible personal ln)uy and property damage. For General guidance mgomhg the fobrkalion. storage, delivery, erection and bracing of musses and toss systems. see ANSIpPIl Quality CNello. DSB-88 and SCSI Building Component 69N Parke East Blvd. Salelyinforrodlon avo0oble mom Truss Plate institute.218 N. Lee Street. Suite 312. Alexandra, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply Fichere Residence T 500290 29267 A06 Hip 1 1 e e o[i a East Coe%Truss, Ft. Pierce. FL 34946 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 21=-65(F) 22=-65(F) 7.660 a Sep 292015 WeaklndmtlOs, Inc. Wed Op 0714:53:152D15 Paget ID:WZtgBzl NyZDOHYrrSHazEylfUPSl TumeAy2Ag2DZYtCVgX3RWJhu5gDLnDE 6IfSyVnfY ® WARNING - Verily design Parameters and READ NOTES ON THIS AND INCLUDED MTEN REFERANCE PAGE MI-7473 rev. 10/03,2015 BEFORE USE Design wild for use on?/ Win Mind � connectors. The design a added only upon Parameters shovm, and is for an Ind Adual building component, not * e Iva a truss system. Before use. the building designer must verify the appliccbiity of design parameters and properly Incorporate the design into the overa0 building design. Bracing indicated Is to prevent buckling of individual two web and/or chord members only. Additional temporary and permanent bracing MiTek' 4 al,a s required for stability and to Prevent coDapse Win possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delNery, erection and bracing of trusses and truss systems. see ANSI/TPII Quality World. DSB-BP and BCSI Building Component 6904 Parke East Blvd. Sis"Infarnation ovoilablefrom Truss Plate institute,218 N. Lee Steel. Suite 312 Alexandra. VA 22314. Tampa. FL 33610 Job Truss Truss Type Cy Ply Fishers Residence T7500291 29267 AM Hall Hip 1 1 Job Reference (optional) ca51li0ael INSS. K. YIOree, FL 30940 1-10-0 3i 3 4.11-5 4x8 = 7.640sSeo292015MTeklndasO1B3.1nc. Wed Od07 Sao.=1:41.9 1.4 II 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 US = 34 II Plate Offsets (X.YI- 14:0-5-4.0-2-01 LOADING (par) SPACING- 2-0-0 C81. DEFL. in (too) Vde0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(ILL) -0.10 11-12 -999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.2611-12 >999 180 BCLL 0.0 • Rep Stress Ina NO WE 0.75 Horz(TL) 0.03 8 n/a n1a BCDL 10.0 Code FBC20147TPI2007 (Matrix-S) Weight: 136 In FT-0% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4SPNo.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 8=1002/0-4-0.12-105510.8-0 Max Harz 12=274(LC 8) Max Upljft8=478(LC 5), 12=.513(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1Raw at midpt 49 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide, FORCES. (lb) - Max. CompdMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 34=1084/473, 4-16=-892/439, 16-17=-B92/439, 5-17=-892/439, 5-6=892/439, 6-7=-892/439, 7-8=.834/447 BOT CHORD 11.12=-571/914, 1041=-480/916, 9.10=480/916 WEBS 4-11=0/260, 5.9=468/341, 7-9=534/1079, 3-12=1112/546 NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Ops1; BCDL=3.Opsf h=151t; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) • This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tell by 2.0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 478 to uplift at joint 8 and 613 lb uplift at joint 12. 7) This truss design requires that a minimum of 7/16' Structural wood sheathing be applied directly to the top chord and V gypsum sheetrock be applied directly to the bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 681b down and 33 lb up at 21-6-0, and 681b down and 33 lb up at 23-6-0on bottom chord. The desigNselection of such connection device(s) is the responsibility of others, 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). - LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=60, 4-7=-60, 8-13-20 Continued on Dace 2 %OPQU I N r �E4F , NNo68182 � Joaquin Velez PE No.68182 MITek USA Inc. FL Cert 6034 6904 Parke East Blvd. Tampa FL33610 Date: October 7.2016 ®WARNING- Vedlydestpnpa2mefers end READNO7ES ON 7MSAND INCLDDEO,wTEI( REFERANCE PAGE 01-7473 rev, 10/021015 BEFORE USE. Design valid for use any wlih Mirek® connectors. This design 6 based a* upon parameters shovm, and is for an Individual bulling component. not a truss system. Before use, the buWing designer must verify the opplicab0ity of design parameters and property lncomorate this design into the overall i build no design. Bracing Indicated Is to prevent bucking of lndMdual fines vreb and/or chord members only. Additional temporary and pennaneni bracing MiTek' Is akwys requhed for stabL ty and to prevent concpse Wth possible personal injury and property damage. Forgeneralguldanceregardingthe fabrication.storage.delivery. erection and bracing of trusses and Ines systems, see AN51/IP11 Quality Offedo,DSE-89 and SCSI Building Component 69U parka East 81W. Safety Information evadable from Truss Plate Institute, 218 N. Lee Street, Suite 312 AlexanMa, VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Pty Fiches Residence T7500291 29267 A06 Mall Hip 1 1 Job Reference factional) East Coast Truss, FL Plarce, FL U946 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 18=65(F) 19=65(F) 7.640 a Sap 292015 MiTak Industries, Inc. Wad Do 07 14:53:16 2015 Page t ID:wZtgBzl KyZCdHYrfSHozEylfUP- DrlHz BapTovl)749DBmof2eSIPS9117NSeaJBuyVrdX ®WARNING-Vaday dull. Parameters antl READ NOTES ON THIS AND INOLUDED M/TEN REFERANCE PAGE MII.7470 rov. 1WOM015 BEFORE USE Design vclid for we only Wth MJTeM connectors. This design B based only upon parameters shovm, and 4 for an vldlvidual building Component, not a truss system Before use, the buMinO designer must verify the appgcabBly of desgn parameters and papally incomomte this design Into the ovemg build Ingdesign Bracing indicated b to prevent buckling of lndlAduai fuss vreb and/or chord members only. Additional temporary and permanent bmcing MiTek' 6alwaysm,wed fcrstobMhy and to p entcogapse Wthpowde pcmcnallnluyondpmpedy damage. Forgeneralgufdonceregording the fabrication. storage. deMery. erection and bracing of tam., and toss systems.see ANSIpPII Oualty Crifeda,DSB-B9 and BCSl Building Component fi904 Parke East BMd. 69MPanL all8 Salotylnfammllon availablefrom Luse Plata Institute,218 N. Lee Street, Suite 31Z Alexanddc, VA 22314.MIS Job Truss Truss Type Oty Ply Fichera Residence 7500292 29267 A07 Hal/Hip 1 1 Job Reference al East Coast Tlusa, Ft. Pleme. FL U946 7.640a Sep 29 M15 MITel, lndustdes, Inc. Wed 04 0714:53:17 2015 Pagel ID:wZtgBzllgyZOdHYrr5Ha EylfUP.OPbfBKBCarrwmfslGjwi79sbpPimlu8lWnlbsjKyVnfW 1-10-0 1 d-S1 I 8-7.4 I 164.10 1 24-2-0 i 1-10-0 2-7-1 42.3 7-9.8 7-941 Scale =1:42.1 4x8 = 1x4 II 44 = 14 = 3x4 = 1A II 44 = 3x4 = Bx8 = 3x6 It L&0 1.10 0 e- -a 16-0 0 2a2.0 1-&0 0.4- 69-4 7.&6 7-M Plate Oflsets_(%.Y)- 13:0.5.4.0-2-01, I5:0-2-0.Edoe1 18:0-1-12 Edoal LOADING (psl) SPACING- 2-0-0 CSI. DEFL. In (loc) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Ven(LL) -0.10 7-8 ,999 240 MT2D 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Ven(TL) -0.25 7-8 -999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 HOrz(TI.) 0.02 7 n/a n1a BCDL 10.0 Code FBC2014/7P12007 (Matrix-S) Weight: 129 Ib FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=881/0-4-0.11=104610-8.0 Max Horz 11=233(LC 8) Max Uplift7=-415(LC 5), l l=-518(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid calling directly applied. Fek recommends that Stabilizers and required cross bracing metalled during truss erection, in accordance with Stabilizer FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 2-3=1170/484, 3-15=-1076/514, 15-16=1076/514, 4.16=1076/514, 4-5=-1 l01/531, 5.6=1101/531, 6-7=-806/433 BOT CHORD 9-10=-502/962, 8-9=502/962 WEBS 2-10=.263/850, 4-8=518/372, 6-8=-593/1222, 2.11=945/555 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opst BCDL=3cpsY, h=15ft; 8=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pond Ing. 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 415 Ib uplift at joint 7 and 518 Ile uplift at joint 11. 7) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and IN gypsum sheetrock be applied directly to the bottom chord. J� pPQU W r .. .a No 68182 P �� OR1�: C?�% Joaquin Velaz PE No.68182 Mnek USA, Inc. FL Cart 6634 6904 Parke East Blvd, Tampa FL33610 Date: October 7,2015 ®WARNING -Varlfy deafen Psc meran and READ NOTES ON PLUS AND INCLUDED RISK REFERANCE PAGE 111I1-74ff3 ray. ISAGUZ6169EFORE USE Design valid foruse any with bLTelu!0 conneclors. This dedgn is based arty upon parameters shovm, and is for an individual building component not a thus ersem Before use. the bidding designer must verify the appacablity ofdesgn pam musters and property incomorole this design into the overap MY bulkhragdedgn. Bracing indicatedistopreventbuckingofindividualtrussvreband/orchordmembersonly. Additional temporary and permanent bracing M1T®k' IsaMoya requ9ed lorslab0iry antl to gavant collapse with possible personal lnlLry antl property tlomaga. for general guidance regarding the fabrication, storage. delWery, erection and bracing of trusses and truss systems, we ANSIAPII Qual Criteria. D511.89 and BC51 Building Component 69M Parke East BW. SafoWnlormalion cvpWbie from Truss Plate lmtitule.218 N. We Street. Suite 312 Alexandria. VA MI 4. Tampa, FL 33610 Job Truss Truss Type Qly Ply Flchem Residence TI500293 29257 AOeG Han Hip Older I 1 1 bR f ! f 11 Fast Coast Truss, Ft. Pierce, FL U946 6 d 48 = 3x4 = 7."06 Sep 292015 Millais industries,Inc. Wee Opal 1.4 II 3x4 = Scale=1.42.0 3x4 = 3xe II 4x4 = 3.4 = 3x4 = 4x4 = 4x8 = 3xe II Plate ONsets(XY)— 13'0-5-40-2-01 LOADING Umq SPACING- 2-0-0 all. DEFL. in (lac) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.15 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber COL 1.25 BC 0.73 Vert(TL) .0.2111-13 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.72 HOrz(TL) 0.04 8 rue n/a BCDL 10.0 Code FBC2014rFP12CD7 (Matrix-M) Weight: 132 lb FT=0% LUMBER. TOP CHORD 2x4 SIP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 •Except• 7-8.2-14: 2x6 SIP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3.0-7 cc punins, except end verticals, BOT CHORD Rigid calling directly applied or 4-9-8 cc bracing. WEBS 1 Row at midpt 7-9 M7ek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. fib/size) 8=132810-4.0, 14=1349/0-8-0 Max Horz 14=180(LC 8) Max Uplift8=920(LC 5), 14=960(LC 8) Max Gros, 8=1402(LC 25), 14=1436(LC 25) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 fib) or less except when shown. TOP CHORD 2-3=-182111155. 3-18=-2323/1543, 18-19=.2323/1543, 19-20=-2323/1543, 4-20=-2323/1543,4-21=1787/1174,21-22=-1787/1174, 22-23=-178711174, 5.23=-1787/1174,5.6=-1787/1174,6-24=1787/1174, 24-25=178711174, 7-25=-1787/1174, 7-8=-1302/912 BOT CHORD 13-26=-1079/1590, 12-26=1079/1590, 12-27=1079/1590, 11-27=1079/1590, 11-28=-1543/2323, 10-28=-1543/2323, 10-29=.1543rt323, 9-29=.1543/2323 WEBS 3-11=-552/903, 4.11=-268/283, 4-9=628/433, 5.9=-531/491, 7-9=-1335/2033, 2-14=-13B3/945, 2-13=-971/1554 NOTES- 1) Wind: ASCE 7-10; VuN=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Ops1; h=15ft; B=45ft; L=24ft; eave=4ft; Cal. 11; Exp C; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcu0enl with any other live loads. 5)' This truss has been designed fora live load of 20.Ops1 on the bottom chard In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 920 lb uplift at joint 8 and 9601b uplift at joint 14. 7) "Semi -rigid pftchbmaks Including heels" Member end flxily model was used In the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufliclent to support concentrated load(s) 145 IS down and 143111 up at 6-7-4, 140lb down and 143 Ib up at 8-8-0, 140111 down and 143 lb up at 1041-0, 140 Ib down and 143 lb up at 12-8-0, 1401b down and 143 Ib up at 14-8-0, 145 lb down and 143 lb up at 16-8-0, 145 Ib down and 143 lb up at 18-8-0, and 145 to down and 143 lb up at 2D-8-0, and 151 lb down and 157 Ib up at 22-8-0 on top chard, and 193 Ib down and 161 lb up at 6-7-4, 49 lb down and 25 Ib up at 8-8-0, 49 lb down and 25 lb up at I M-0, 49 111 down and 25 lb up at 12.8-0, 49 lb down and 25 Ib up at 14.8-0, 49 Ib down and 25 It, up at 16-8.0. 49111 down and 25 lb up at 18-8-0, and 491b down and 25 lb up at 20.8-0, and 53 lb down and 32 lb up at 22.8-0 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. Continued on Daae 2 ,`% Op ..ENS. 4'^ No 68182 E OF i� i .0RIQP,N�` �. fitONA1 E�P /ilillll lilt Joaquin Velez PE ND.68182 MIDek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 7,2015 ®WARNIND•Vxllydaaianpanmetmeend READNOrES ON TNISAND INCLUDED MITER REFERANCEPAGEMI.WD rev. ImOMMSSEFOREUSE. Deslgnwfld forum ont with,WTeODcommalca. IDbdm1gn6bcmd1 only upon parameters shown. and is foranlndvIdualba0tling companen6 not a truss system Before use. the bullring designer must vedN the appfcabNty of design parometers and properly incorporate the design into the overall burdIngdesign. Bracing Indicated%to prevent buckling oflndmdualtruss wobactor chord members only. ACditlonaltempomryandpeananentbmcing MiTek' B.Iways reamed for stab1ty end to Prevent ..Room with poseble personal lntery and property damage. Forgeneral guidance regarding the fobsicatbrt storage.dewory. erection and broong of husses and truss systems.see ANSI/IPII Quality Crlleda,DSB-89 and Dal Building Component 6904Padte East BIM. Sablylnformatlon available from Truss Plate lmtitute.218 N. lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply Flckare Residence T75a0293 29267 AG Hell Hip Girder 1 1 Job Reference pal East Cped TMw Ft. Plerce, FL U946 7.640 a Sap 292015 MRek Industries, Inc. Wad Od 07 14:53:18 2015 Paget ID:wZtgBzl KjyZOdHVnSHazEylfUP-sc9lOfCgK52cHOHSHeDEh48y163RddRgsyyLPGnyVnfV NOTES- 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll) Vert: 1-3=60, 3-7=-60, 8-15=20 Concentrated Loads (III) Vert: 3=58(B) 6=58(8) 13=-24(B) 11=-22(B) 4=58(B) 19=-58(B) 20=58(13) 21=58(B) 23=-58(B) 24=-58(8) 25=78(B) 26=22(B) 27=22(B) 28=-22(B) 29-22(B) 30=22(8) 31=22(13) 32=-37(B) ® WARNING -Verity daalpn paramef h; and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7475 rev. 10/031015 BEFORE USE. Design valid for use only with A4TekO connectors. This design u based emir upon pommelers shown, and Is for an Indlvlduai bundling component, not a truss system Before use. the building designer must vent, the appBcabif y of design parameters and property incorporate the design into the overcl building design. Bracing Indicated is to prevent buckling of individual iron web and/or chard members only. Additional temporary and permanent bracing MiTek' Is always requhed for stabllity, and to prevent co0opse Wth poseble personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery. erection and brodmg of pusses and trans systems, see ANSI/IPII Quality cried,DSB-89 and SCSI Building Component 69" Parke East Blvd. Safety Information available from Truss Plate Intitute,21B N. Lee Sheet. Suite 31Z AlexanWa. VA 22314. Tampa,R 33610 Job Truss Truss Type Dry Ply Ficnera Residence T]5a0294 28267 B01G Halt Hip Girder 1 1 Reference al East Coast Truss, Ft. Plates, FL U946 7.640 a Sep 292015 MITek ladustme, Ina Wed Old 01 ID:wZlgSzl IgyZOdHynSHmEy[fUP-KoiPb9DS50ATuAsfrLkTEHg 18-3-7 1 24-0 0 Sag Scale-1:41.7 1.4 II axe = 3z4 = 3x4 = 3x8 = axe I 4, = 3z4 = 41 = 3x6 I 3x4 soSera = 1-ao 1n o - 0 1z,es 18-3-7 ao-o 1.60 1 5-2-0 a69 54 13 6a9 Plate Offsets (X V)— 13:0.5-4 0-2-01 LOADING(psQ SPACING- 2-0-0 CSI. DEFL. in (Ion) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.14 9-10 >999 240 MT20 2441190 TCOL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0,21 10-12 >999 180 BCLL 0.0 ' Rep Stress [nor NO WB 0.73 Horz(TL) 0.04 8 n/a n/a BCOL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 134 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 *Except* 7-8,2-13: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-9 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or4-10-3 cc bracing. WEBS 1 Raw at midpt 7-9 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation mulde. REACTIONS. (lb/size) 8=140810-8-0, 13=1407/0-8-0 Max Hom 13=190(LC 8) Max Uplift8=-972(LC 8), 13=-954(LC 8) Max Grav 8=1487(LC 25), 13=1447(LC 25) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=1859/1164, 3-17=2271/1503, 17-18=-2271/1503, 18-19=-2271/1503, 4-19=-2271/1503, 4-20=-1724/1127, 20-21=1724/1127, 21-22=1724/1127, 22-23=-1724/1127,5-23=-172411127,5-6=172411127. 6-24=-172411127, 24-25=-1724/1127,7.25=-1724/1127,7-8=-1381/966 BOT CHORD 12-26=-1090/1621, 26-27=-1090/1621, 11-27=-1090/1621, 10.11=1090/1621, 10-28=-1503/2271, 28-29=1503/2271, 29-30=-1503/2271, 9-30=-1503/2271 WEBS 3-10=-520/833, 4-10=-237/282, 4-9=658/451, 5-9=-547/510, 7-9=-1320/2017, 2-13=-1390/948, 2-12=952/1552 NOTES- 1) Wind; ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl.. GCPI=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) This truss has been designed for a 10.0 par bottom chord live load ncnconcurrenlwhh any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 972 lb uplift at joint 8 and 954 In uplift at joint 13. 7) "Semi -rigid pechbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection devee(s) shall be provided sufficient to support concentrated load(s) 153 lb down and 153 lb up at 7-0-0, 149 Ib down and 153 lb up at 9-0-12, 149 lb down and 153 [b up at 11-0A2, 149 In down and 153 It, up at 13-0-12, 1491b down and 153I10up al 15-0-12, 1531b down and 1531b up at 17-0-l2, 1531b down antl 1531b up al 19-0-12, and 153 Ib down and 15316 up at 21-0.12, and 153 Ib down and 1531b up at 23-0-12 on lop chord, and 178 Ib down and 1391b up at 7-0-0, 53Ib down end 251b up at M-12, 53Ib down and 251b up at 11-0-12, 53Ib down and 251b up at 13-0.12, 53Ib down and 25 Ib up at 15-0-12, 53Ib dawn and 25 Ib up at 17-0-12, 53I1adown and 251b up at 19-D-12, and 53Ib down and 251b up at 21-0-12, and 53I1adawn and 251b up at 23-0-12 on bottom chord. The design/selection of such connection dovice(s) is the responsibility of others. oPQUIN Vj—' •�1(/�f�%N�foJA 68182 Joaquin Velez PE No.68182 MITek USA Inc, FLCarl6634 6904 Parke East Blvd. Tampa R. 33610 Dale: October 7,2016 continued on Dane 2 ®WARNING-wvlfy dealgn pa ann.d. and READ NOTES ON TMSAND INCLUDEDOTEK REFER4NCEPAGEhrP7Q3 rev. IMMO15 BEFORE USE Dedgnvalid foruse onN Win NuTea connectors. res design'* based oniy upon parameters shown, and is for on Indiddual bullii component, not a two system Before use, the bulling designer must vedN the applealats"f design porameters and property Incorporate this design Into the overact bulling design. Bracing Indicated is to buckling IndrAdual two vreb and/or chord members only, Additional temporary and bracing MiTek' prevent of permanent B alleys reowked for stablity and to prevent colapsewlth possible personal in)uy and property damage. For general guidance regarding the 9904 Parka East BIW. fabticatbn.st=ge.deMery.emctionandbmcbgofhussesandl.,Wstemfsea ANSIITPllpaa01y COIeda,DSB-89and BC9l Bonding Component Tampa, FL 331110 Safelylnformalion ovatWbbfrom Truss Plate Ins Itte,218 N. Lee Sheet. Suite 311 Alexandria, VA 22314. Job TM55 Truss Type Dry Ply Flcnera Residence T 500294 29267 a01G Hap Hip Girder1 1 b R f f 1' Il Fast Coast Truss, Ft. Plerce. FL 3494E 7.640 s Sep 292015 MRek Industries, Inc, Wed Od 07 14:53:19 2015 Pago2 ID:wZtgBzl lgyZOdHYmSHazEyBUP-KoiPb70650ATuAsfrLkTEHg79WPYM4bp8c4zoDyVnfU NOTES- 9) In the LOAD CASE(S) section, loads applied to the face of the truss ere noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plfl Vert: 1-3=60, 3-7=-60, 8-14=20 Concentrated Loads (lb) Vert: 3=-70(F) 6=70(F) 12=-55(F) 18=-70(F) 19=70(F) 20=70(1`) 21=70(F) 23=-70(F) 24=-70(F) 25=-70(F) 26=27(F) 27=-27(F) 28=-27(F) 29=27(1`) 30=-27(F) 31=27(1`) 32=-27(F) 33=-27(F) ® WARNING -Vedry davlgn Parsmeten and READ NOTES ON THIS AND thICLUDED MITEK REFERANCE PAGE MII-TITd my. IMM015 BEFORE USE Design valid for use only vAth Mdlea comectors. This design Is basetl GO/ upon Parameters shovm, and is for an IndiNduoi building corhoorent. had ��• a hues system. Before use, the burdIng designer must verily the opplIcabl4N of design pmCmeters and properly Incorporate this design Into the overa0 buildingdesign. Bracinglndbatedbtoprevenlbuckling ofhdMdualtwasweband/or chord members only. Addfionoitemporary and permanent bracing MiTek' Is ahwys required forstabllity and to prevent collapse with possible personal lnluey and property damage. For general guidance regarding the 69U Parke Fast and. fabrcatbrt storage. deMery. erection antl bracing of busses antl imss systems.zee ANSI/TPL Guollty Crfleda. D56.69 and 001 Building Component Safety Information avallable ham Truss Plate Institute,218 N. Lee Sheet, Suite 31Z Alexandria. VA 22314. Tampa, FL 33610 Job Truss Trues Typa Oty Ply FlUlera Residence 1 500295 39267 B02 HeIIHIp 1 1 Job Reference lootionall _ East Coan Truss, Ft. PIemn, FL U946 7.640 s Sep 292015 MTeklndustr0s, Inc. Wed 0d0714:53:201015 Scala=1:54.3 4x8 at 1x4 II 3x4 = 3x4 = 3x4 = 3x4 = 1.4 II 4x4 = 3x4 = 34 = 3x4 = 3x4 = 3411 Plate Offsets (X Y)— f3:0-5-4 0-2-01 LOADING(ps1) SPACING- 2-0-0 CSI. DEFL. in (foe) Vital L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.72 Ven(LL) 0.13 11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 VBrt(TL) -0.2611-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.63 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matnx-S) Weight: 169 lb FT=0% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOPCHORD BOTCHORD WEBS REACTIONS. (lb/size) 8=1158/0-7-12, 14-1321/0-8-0 Max Ho¢ 14=244(LC 8) Max Upllfl8=-534(LC 8), 14=-643(LC 8) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1637/696, 3-18=-1854/881, 18-19=-1854/881, 419=1854/881, 4-5=1854/881, 5-6=-1854/881,6-20=-1417/659, 7-20=-1417/659, 7-8=1089/550 BOT CHORD 13.14=-279/288, 12-13=-695/1373, 11-12=-695/1373, 10-11=-659/1417, 9-10=659/1417 WEBS 2-13=-423/1224, 3-11=-2271653, 4-11=46M04, 6-11=-264/520, 6-9=746/468, 7-9=767/1645, 2-14--1211/688 Structural wood sheathing directly applied, except end verticals Rigid ceiling directly applied. 1 Row at midpl 7-9 Mii recommi that Stabilizers and required close bracing e installed using truss erection, In accordance with Stabilizer Installation d Duide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: VUN=16Dmph (3-second gust) Vasd=124mph; TCDL-6,Opsf; BCDL=3.Opsh h=15R; B=451t; L=31X; eavil Cal. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water policing. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcunenl with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-13-0 wide will 6l between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 5341b uplift at Joint 8 and 6431b uplift at Joint 14. 8) This truss design requires that a minimum of 7116'structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. In No 68182 0 R OD. ' ONAi E�`o� Joaquin Velaz PE No.68182 Date: ZWK-01 October7,2015 ®WARNING -Very dalgeparameleo and READ NOTES ON TMS AND INLYUDEDIMTSK REFERANCEPAGEMD-7412 .10/Wg015 BEFORE USE Design valid for use only WthWekO connectors. This design 4 based one upon paromeary shovm. and 4 for an individual buidi component. not a truss system Before use, the building designer must vent, the applicability ofdesign parameter and property Incorporate this design Into the overof ��-��•YYY bulldingdesign. Bracing Indicated is to prevent bucking of Individual true web and/or chord members only. Additional femporary and permanent bracing MOW Is always required for stabSty and to prevent collapse Win possible personal inhdy and properly damage. Forgeneralguldanceregodingthe fabrication. storage. delivery, erection and bracingolhussesand trusssystemssea ANSIi Quality Creech, DSO.89 and SCSI Balding Component 69M Parke East BM. Safely lnfommllon available from Truss Plata Institute,218 N. Lee Sheet. Suite 312. Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty Ply FIChere Residence TI500296 29267 803 Half Hip 1 1 Job Reference (optional) East Coast Tmas, Ft. Pierce, FL 34946 7.640 a Sep 292015 MTek lnduatrlea, InC. Wed Off 0714:51212015 Pagel ID:wZtgBzIKyZQdHYu5HwEyIn1P-GBgAOhEidOQB$U11ymnxJimR6J4xgxY6c Z3s6yVnfS t-ton S.z7 nnn n-e-w 24.e.t5 +tn+ ' 1-10e 3$7 SJA 841-13 &7-1 4x8 = 1x4 II 3x4 =3x4 = Scale=1:54.3 3x4 = 3x4 = 3x4 _ 3x4 = 3x8 = 3x4 3x4 = 3x9 I 3x4 = Plate Offsets (X.Y)— WO-5-4.0.2-01 LOADING(psQ SPACING. 2-0-0 CSI. DEFL. in (too) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.15 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Ven(TL) -0.4014-15 >883 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 HOrz(TL) 0.06 9 n/a Na BCOL 10.0 Code FBC2014/rP12007 (Matrix-S) Weight: 181 Ib FT-0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING. TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Intallation builds, s REACTIONS. (lb/size) 9=1158/0-7.12, 15=1321/0-8.0 Max Horz 15=298(LC 8) Max Upl[ t9=-543(LC B), 15=-634(LC 8) Max Gmv9=ll93(LC 13), 15=1321(LC 1) FORCES. (lb) - Max. ComPJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=1569/681, 4-19=-1517/736, 19-20=.1517/736, 5.20=1517/736, 5-6=1517/736, 6-7=1517/736, 7-21=-1098/516, 8-21=.1098/516, 8-9=1097/557 BOT CHORD 14-15=-758/1347, 13-14=-670/1374, 13-22=670/1374, 12-22=-670/1374, 11-12=-516/1098, 11-23=-516/1098, 10-23=516/1098 WEBS 4-14=0/272, 4-12=134/354, 5-12=-419/281, 7.12=292/554, 7-10=.783/486, 8-10=-670/1422, 3-15=-1512f739 NOTES. 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuk=160mph (3-second gust) Vasd=124mph; TCDL=6.Ops1; BCDL=3.Opsf h=15ft; B=4511; L=31ft; eave=4ft; Cat. Il; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and fight exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5431b uplift at Joint 9 and 634 lb uplift at joint 15. 8) This truss design requires that a minimum of 7/16'structuml wood sheathing be applied directly to the top chord and %' gypsum sheetrock be applied directly to the bottom chord. %OPQUIN rVF� J � •''GENS•.1�.� No 68182 O: E OF :4(/�� 0 R I P Q��`. `% /�0�� �0NA� Joaquin Velez PE No.68182 Mffek USA, Ina FL Cart 6634 6904 Parke East Blvd. Tampa R.33610 Date; October 7,2015 Job Truss Trus9Typa Oty Ply Flehers Residence T]5aa29] 29267 B04 Hall Hip 1 1 1 Job Reference (optional m>,..uew uuaa, n. riv,w, rt.wvna 7.610 a Sep 292015MTaklnd.,i lea, lit. WeOOCIO714:53222015 Fill ID:wZtgBzlpyZGdHYn5HazEylfIJP4NOYE1 FLOJY21eaDWTIArwlhZjOEZU4FraJGPYyVnfR ' 1.10-0 rl aaT i s4.e 1 sn4 1 s-n-1 1 �6-za ' 4x4 = 3x4 = Slid = scab=1:5,13 2.4 II 3x4 = 1.4 11 4x4 = 3x4 3x6 = 3.4 = 3x4 = 5x5 = Plate Offsets (X.Y)- 17:0-2-4.0-3-01 19,0-2-8 0-2-121 LOADING(pst) SPACING. 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vart(LL) -0.17 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vart(fL) .0.42 9-10 >824 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.55 Horz(TL) 0.06 9 ri n/a BCDL 10.0 Code FBC20141TP12007 (Matrix-S) Weight: 184 lb FT=0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 9=115810-7-12, 15=132110-8-0 Max Horz 15=351(LC 8) Max Uplift9=-555(LC 8), 15=.622(LC 8) Max Grow 9=1223(LC 13), 15=1326(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-12. 7-9 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer nstallation guide, FORCES. (Ill -Max. Comp./Max. Ten. - All forms 250(I1h) or less except when shown. TOP CHORD 2-3=1642/644, 3.4=1518/608, 4-5=1510/643, 5.19=1320/642, 19-20=-1320/642, 6-20=-1320/642,6-7=-1188/514 BOT CHORD 14.15=274/171, 13-14=-809/1497, 12-13=-809/1497, 12-22=629/1320, 11-22=-629/1320, 11-23=.629/1320, 10-23=-629/1320, 10-24=421/887, 24-25=421/887, 9-25=421/887 WEBS 5-12=-53/339, 6-10=374/285, 7-10=220/714, 7-9=-1303/631, 2-14=-550/1399, 2-15=.1240/596 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf, BCDL=3.Opsf; h=15ft; B=45h; L=31ft; save=4ft; Cal. II; Exp C; Encl., GCpi=0.18; Ml (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its conter. 5) This truss has been designed for a 10,0 ISO bottom chord live load nonconcunenl with any other live loads. 6)' This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3-6.0 tall by 200 wide will gl between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5551b uplift at joint 9 and 622 lb uplift at joint 15. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and IV gypsum sheetrock be applied directly to the bottom chord. QUIN .V�GENS�.l No 68182 0: E OF :�'/Z 0 Fj 10P,: N Ill 1110NAL "-�``,- Joaquin Velez PE No.68182 Mail USA Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 7,2015 ®WARNING- VeNytlesign parameters and READ NOTES ON Infirl INCLUDEUMITEK REF£RANCE PAGEM9.703 m, IMMO15 BEFONE USE. Design valid foruse only with Wall comeclon. lhh design h based only upon parameters shown, and is foran IndMdual bulding component, not �- a fuss system Before use. the building dedgnermust verily the appllcabNly of design parameters and property, Interpo la the tlesign into the overall buildingdesign.Bmcingindicated4toprevenlbuckingofindividualtussweband/or chord merselany. Additional tempomryand permanent bmcing WOW Is always required for slablity, and to prevent colopse with possible personal injury and property damage. For general guidance regarding the fabdcatlon.stomge.delivery,erectlonandbmchgoftrssesondtmnWsiems.zee ANSI/fNl dually CrBeda,DSO.89 and SCSI Bulding Component 6904 Parke East Bbtl. Safety Intensional available from]ud note Institute. 218 N. Lee Sheet. Suite 31Z Alexantlda. VA 22314. Tampa, FL 33610 Job Truss Truss Type illy Ply Fichem Residence T/500290 292fi7 B05 Half Hip 1 1 Job Reference f.ptionall East Goast Brass, Ft. Pliam. FL 36546 7.640sSep292015IATeklndustles,lnc. Wed Od0714:5T232015 Feral ID:wZtgBzl KyZDDHYn5HuEylfUP-DZywRNGz9dgvNn9D4BpPO7nh7mflx3P3E2AxyVnfcI ' 1-10A 5.9.7 r+e 53.1 Sit l 3 5&9 ' Scale =1:54.3 6.00 12 4xe = 3x4 = 3x4 = 3x4 = 2.4 II 3x4 = tx4 11 4x4 = 3x4 = 3x8 = 3x4 = 3x4 = 5.5 = Plate Offsets (X.Y)— f10:0.2-8.0-2-121 LOADING(psQ SPACING- 2-0-0 CSI. DEFL. In (lac) VdeB L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Ven(LL) -0.13 10-11 >999 240 MT20 2441190 TCOL 10.0 Lumber DOL 1.25 BC 0.73 Ven(TL) -0.3010-11 -999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.57 Hom(TL) 0.05 10 n/a We BCOL 10.0 Code FBC2014rrP12007 (Matrix-S) Weight: 195 lb FT-0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 10=1158/0-7-12, 16=1321/0-8.0 Max Horz 16-005(LC 8) Max Uplift 10=568(LC 8). 16=-609(LC 8) Max Grow 10=1252(LC 13), 16=1334(LC 13) BRACING. TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 9-10, 3-13, 6-13, 6-11. 8-10 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (Ib)- Max. CompJMax. Ten, -Ali forces 250 (lb) or less except when shown. TOP CHORD 2-3=1714/648, 34=1421/563, 4-5=1334/586, 5-20=1222/600, 6-20=-1222/600, 6-7=-983/432, 7-8=983/432 BOT CHORD 15-16=-344/219, 14-15=-852/1565, 13-14=.852/1565, 13-22=533/1119, 12-22=-533/1119, 12-23=.533/1119, 11-23=533/1119, 11-24=-348/735, 24-25=348/735, 10-25=-348/735 WEBS 3-13=-393/286, 5-13=-10/292, 6-11=451/315, 8-11=-259r766, 8.10=-1251/602, 2.16=-1247/599, 2-15=-517/1404 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf, BCDL=3.0psf; h=15ft; B=45ft; L-31ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunenl with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 568 lb uplift at Joint 10 and 6091b uplift at Joint 16. 8) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. OPQUI..1VFW ............ GEN" .� No/JA 68182 �'t7�if'IJX tt i ir Joaquin Velez PE No.68182 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October7,2015 ®wARMNG - Vsrilxdesi2nparsmerers end HEAD 1101i ONTNISANDINCLUDEDWrEKREFEFANCEPAGERi-7473 mv. 10/0M015eEFONE USE Design valid forum only Win hBTek® connectors. This design 6 based only upon parameters shown, and 6 fares Individual bulding component, not a truss system Before use. the building dedgner must verify the app0oabi4fy of design parameters and properly lncomercle the design into the overall 7 bulldingdeslgn, Bracing indicatedIs to prevent buckling of individual trusweb and/orchord members only. Additional mr,acraryand permanent bracing MITek Is alvvays required for stability and to prevent coDapsewth possible personal intury and property damage. For general guidance regarding the fobdcation. storage. delivery, erection and lacchg of hones and truss systems.see ANSIpPIl0ua0ty Cdledg,DSB-89and BCSIBuOding Comp.neat fi904 Parke Easl BNd. SafeHlnforr ion o.fl.blehom Truss Piatalnslitute.218N.Lee Sheef.SVltem2Alexandda,VA22314. Tempa,R 33010 Job Truss Tmss Type Oty Ply Fkhera Residence T 500399 292e7 BO6G HaH Hip Glider 1 2 InF Rwrwm ,-a( 1' I Fast Coast Truss. Ft. Pierce, FL U946 7.6110 a Sep 292015 Mask intlustries, InC. Wed Gd 07 14:53:25 2015 Pagel ID:wZtgBzl IgyZOdHYn5HazEyffU P-9y4gs31DhEwdcSJoBrzlTYw57wRzmkOiXYXHOtyVnfO 1 t.1an I se.z rflg 1t<.1 I ta10-11 r-r.1s I zseo a1-a1z 1 1.1D0 3-11-T 0.10.1 68-0 56-f0 4B4 N0.1 Se-12 Sag = 6.00 12 Exit; = 1.4 11 3.4 = Bx8 = 3.10 II 6x8 M18SHS=HUS26 44MISSHS= HUS28 "=74 M= 64=HUS26 10x10= 7x1DM18SHS II 3x4 = HUS28 76 = HUS26 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HUS26 1-t60 1 i-e.a 1 1 a.a a a�I r� tot 1 zaais 1 i1o.i i ase ii � Swle = 1:60.6 Plate Offsets (X,Y)— [2:0-5-12,0.2-13], [4:0-2-0,Edge], [6:0-6-0,0.2-e], [10:0-2-12,0-2-0), [11:Edge,0-5-8], [13:0-3-0,0-0-4[, [15:0-3-0,0-4-12], [17:0-3-0,0-4-121, [18:0.3-8,0.3-0), r19:0-5-60-2-01 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (too) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.35 15-17 >993 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Ven(TL) -0.60 15-17 >584 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Ina NO WB 0,99 HOrz(TL) 0.10 11 We n/a BCDL 10.0 Code FBC2014rrP12007 (Matrix-M) Weight: 5221b FT=0 LUMBER - TOP CHORD 2x4 SP 140.2 *Except' 4-6: 2x4 SP No.1 BOTCHORD 2x6 SP SS WEBS 2x4 SP No.3 *Except- 10-11,2.19: 2x6 SP No.2, 6-15,7-13,8-12: 2x4 SP No.2 10-12,2.1 B: 2x4 SP No.1 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 11=12522/0-7-12, 19=862210.8-0 Max Hors 19=456(LC 8) Max Uplift 11=6243(LC 8), 19=4498(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-0-3 oc bracing. WEBS 1 Row at midpl 10-11, 7-12, 1 D-12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 1-2=790/368, 2-3=12971/6701, 3-4=-13136/6632, 4.5=13035/6647, 5-6=-10348/5228, 6-7=8402/4273, 7-8=-6540/3281, 8-9=6540/3281, 9.23=6540/3261, 10-23=.6540/3281, 10-11=-10536/5314 BOT CHORD 1-19=332/738, 18-19=-737/857, 18-24=6311111523, 24-25=-6311/11523, 17-25=-6311/11523, 16-17=-6155fll716, 16-26=6155/11716,26-27=-6155/11716, 15-27=-6155/11716, 14-15=-4779/9274, 14-28=-4779/9274, 28-29=-0779/9274, 13-29=-4779/9274, 13-30=4273/8402, 12-30=-0273/8402 WEBS 3-18=-602/250,3-17=-229/494, 5-17=-1833/3474, 5-15=3620/2034, 6.15=-3045/5882, 6-13=-1792/1039, 7-13=2036/3930,7-12=-0557/2427, 8-12=-267/239, 10-12=-6119/12197,2-19=-8060/4281,2-18=5700/11032 NOTES. 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 Co. Bottom chords Connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0.9-0 oc, 2x6 - 2 rows staggered at G-9-0 Co. 2) All toads are Considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as IF)or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been Considered for this design. 4) Wind: ASCE 7-10; What 60mph (3-second gust) Vasd=124mph; TCDL=6.Opsf BCDL=3.Opsf; h=151t; B=450; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise Indicated. 7) The solid section of the plate Is required to be placed over the splice line at joint(s)14. 8) Plate(s) at joint(s) 4, 9, 10, 11, 1, 16,1 B. 3, 17, 5, 15, 6, 13, 7, 8, 12, 2 and 19 checked for a plus or minus 0 degree rotation about its center. (%jVIflt W)0W aegsl 14 checked for a plus or minus 2 degree rotation about Its center 111111111111/f/fI/ ,gip PQU I N VFW pi ��� )� • •GEMS No 68182 O: E OF Q OR1QP,��=,. t4r., 0NA1 . 11r1111111 Joaquin Velaz PE No.68182 MRek USA, Inc. R. Cort 6634 69D4 Parke East Blvd. Tampa R.33610 Date: nCfnhpr 7 9n15 ® WARNING -Verllydedlepansmefenand READ NOTES ONrMSMDINCLUDEDMIT£XREFERANCEPAGEM11.7473rev. Mas1015BEFORE USE. Designvalid for use onfywith MTekO connectors. Ws design b based only upon parameters shown. and is toronsOlMdual building component. not a truss system. Before use, the bu0dn9 designer must verify the appfcabilly of design Rommeteis and properly Incomorole lb%tlesign into the overall -•Y� build Ingdesign. Bracing indicated Is to prevent bu.ung of i divldual trust w.band/or chord member; only. Additional temporary and permanent bmtlng Mew Is alwaysmqumd forstobis1, no to prevent..Daps. with possible personal Inlay and property dunnage. Forgeneral guidance regarding the deWery. eseetba and bracing of trusses and truss s,derm.see ANSI/Till Quality Criteria.DSB-89 and BCSI Building Component 6904 Paske am Evil.fabrication,storage, Salelylatormalion available hum Truss ??ale Batitule.218 N. Lee Sheet. Suite 312 Alexandra, VA 22314. Tampa, FL 33610 Job Truss Truss Type Otte Ply Fiches Residenw W500299 29267 BO6G Haff Hlp Girder 1 n L nN Re renae fordi.n.11 East Coast Truss, Ft. Plem. FL 34946 7.640 a Sep 292015 MTek industries, Ind. Wed Oct 0714:50252015 Paget ID:wZtgBzl lgyZOOHYrSHa2EygUP-9y4gs31DhEwdcSJoBWTYw57wPu kOi(YXHOtyVnfO NOTES- 10) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurenl with any other live loads. 11) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 624310 uplift at joint 11 and 4498 lb uplift at joint 19. 13) "Semi -rigid pltchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 14) Use Simpson Strong -Tie HUS26 (14-16d Girder, 6-16d Truss, Single Ply Girder) or equivalent at 7-3-4 from the left end to connect truss(es) to back face of bottom chord. 15) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-1 ad Truss, Single Ply Girder) or equivalent spaced at 2-D-0 oc max. starting at 9-3-4 from the left end to 21-3-4 to connect truss(es) to beck face of bottom chord. 16) Use Simpson Strong -Tie HUS26 (14-1Old Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 2-D-0 oc max. starting at 23-3-4 from the left end to 29-3-4 to connect truss(es) to back face of bottom chord. 17) Fill all nail holes where hanger is In contact with lumber. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-6-60, 6-10=-60, 11-20=-20 Concentrated Loads (lb) Vert: 17=-1155(B) 15=-1155(B) 12=-2147(8) 14=1168(B) 24=1975(B) 25=-1155(B) 26=-1155(B) 27=1155(B) 29=-1165(e) 30=-2147(B) 31=-2147(B) 33=2147(8) Job Truss Truss Type Oly Ply plans. Resldence T7500300 29267 C01G Hip Glyder 1 1 Job Referenceal East Coast Truss. FL Piece, FL 34B46 01 4x8 = axe = Tug s Sep 29 M15 MiTek Industries, Ina Wed Od 07 1-10-0 34 II 2x4 It 2x4 II _- 2.2-0 6 o km. 11Di1 Scale=1:33.8 Plate Offsets (X Y)- 12:0-5-4 0-2-01 14 0.2-10 0-1-121 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. In (roc) War L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.15 10-11 ,999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.24 10-11 >854 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.14 Horz(TL) 0.08 6 Na n1a BCDL 10.0 Code FBC2014/TPI2007 (Matra-M) Weight: 86 to FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except 2-3: 2x4 SP 285OF 1.8E end verticals. BOT CHORD 2x4 SP No.2 *Except' BOT CHORD Rigid ceiling directly applied or 5-10-15 oc bracing. 12-13,7-8: 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3'Except' be installed during truss erection, in accordance with Stabilizer 1-14,4-6:2x6 SP No.2 Installation guide. REACTIONS. (Ii size) 14=917/0-8.0, 6=1090/0-8-0 Max Hom 14=115(LC 23) Max Uplift 14=612(LC 8).6=-688(LC 8) Max Grav 14=981(LC 29), 6=1102(LC 31) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 1-2=1866/1186, 2-18=-1570/1103, 18-19=-1570/1103, 19-20=1570/1103, 20-21=-1570/1103, 3.21=-1570/1103, 34=-1781/1165, 1-14=-994/626 BOT CHORD 1-12=-893/1555, 11-12=-927/1686, 11-22=.934/1704, 22-23=-934/1704, 23-24=934/1704, 10-24=.934/1704, 9-10=907/1545, 8-9=-907/1545,4.8=915/1570 WEBS 2-11=123/369, 3-10=-108/343, 4-6=1071/690 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuB=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf, BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exit C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 par bottom chord live load noncencurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6121In uplift at joint 14 and 6881b uplift at Joint 6. 8)'Berr igitl pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss: 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loacl(s) 148 lb down and 134 lb up at 5-6-0. 148 lb down and 134 He up at 7-6-12, 143 Is down and 134 lb up at 8.8-0, and 143 lb down and 134 Its up at 9.9-4, and 148 lb down and 134 lb up at 11-10.0 on top chord, and 151 Ib down and 129 lb up at 5-6-0, 59 lb clown and 44 Ib up at 7-6-12, 59 lb down and 44 Ib up at 8-8-0, and 59 lb down and 44 Be up at 9.9-4. and 151 Ib clown and 129 Ib up at 11-9-4 on bottom chord. The desigNselectlon of such connection devices) is the responsibility of others. 10) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard OPQUIN1V. GEMS No 68182 Joaquin Velez PE No.68182 MRek USA, Ina. FL Cert 6634 G904 Para East Blvd. Tampa FL 33610 Date: October7,2015 Continued on cane2 ®WARNING -Vain deustepammafars and READ NOTES ON THIS ANOINCLUDEDMITER REFERANCEPAGEMil ns . IMMOISBEFORE USE Designvalid for use onlyvAth MdreW connectors. Thin design k based only upon parameters shown, and Is for an Indivkuol building component, not a two system. Before use, the buldng designermust verify the appfcablSly of des an parameters and properly lncomarate this design into the overall r building deign. Bracing indicated b to prevent buckling of individual thus web and/or chord members only. Additional temporary and permanent bracing MiTek' Is ahwys required for stability and to prevent collapse with passible personal Injury and properly damage. Forgeneralguldonceregardingthe fabrication. storage, delivery. erection and bracing of trusses and thss systems see ANSIRPII Quality Criteria, and BC5l Building Component 69N Parke East BNd. Saretylnfarmolion available from Tuss rPlate Institute,218 N. Lee Street. Suite 312, Alexandria, VA 2MI4. Tampa. FL 33610 Job Truss Truss Type Dty Ply Fiches Resitlence n sgg3Do 28267 COiG Hip Girder 1 1 J b R f f C 11 East Coast Truss, Ft. Pierce, FL 34946 7.640 a Sep 292015 MITek Industries. Ind. Wed Od 07 14:53:27 2015 Paget ID:wZtgBzl lgyZQdHYu5HazEyffUP5LBRHkJTDsALsPTBJ 1 tLYzDZBk7gErk_r004lyVnfM LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=60, 2-3=60, 3-5=-60, 13-14=-20, 8-12=20, 7-15=20 Concentrated Loads (lb) Vert: 2=61(F) 3=61(F) 11=49(F) 10=49(F) 18=61(F) 19=-61(F) 20=-61(F) 22=37(F) 23=37(F) 24=37(F) AWARNING-it"I design yarameten and READ NOTES ON THIS AND INCLUDED MMK REFERANCE PAGE 111I.7473 MK 0`03/2015 BEFORE USE. Design valid forum only with MiTeWconnectors. This design Is based only upon parameters shovm, and is for an individual building component, not a truss system Before use, the bulding designer must verify the appfcabilty ofdesign parameters and property Incorporate this design into the overall ��• buildingdesign. Bracing indicated Is to prevent buckGngofindividual fires weband/or chord members only. Additional temporary and permanent brocing M!TeW Is oWsra secured for stability and to prevent collapse vdih possible personal lolury and property damage. For general guidance regarding the fi904 Parke East BIM. fabrication, storage, delivery, erection and bracing of tenses and truss systems. see ANSITPII Quality Criteria,DSB-89 and BCSl Building Component Tam9a.FL 33610 Safetyrnfarmatlon avalable mom Tmss Plot. institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply Fichere Residence TI500]01 29267 CO2 Hip 1 1 job Reference (optional) r.wv asay ea act, o,n„ cn.,,umn......n.. ID:wZtgBzl lgyZQdHYrt5HazEyUUP5LBRHkJTDsALsPTBJ1tLYzOYBk9ZErk_10041yVnf 7.8-0 ciao 152-0 n-2 0 I I D-0 s-4-o 2-ac Sr-o t-1a0 1-10-0 Scale=1:37.1 4a= 4x4 = 2 3 8.00 12 11 3x4 = 10 9 8 2x4 II 4 6 1x4 II 54 = Id 12 7 i 13 r 61x4 I 3r4 = 2x4 II 2.4 II LOADING(psf) TCLL 20.0 TCOL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grtp DOL 1.25 Lumber DOL 1.25 Rep Stress Inv YES Code FBC2014/rP12007 CSI. TC 0.58 BC 0.60 WE 0.14 (Matrix-S) DEFL. Vert(LL) Vert(TL) Horz(fL1 in (too) Udeft Ud 0.10 10-11 -999 240 -0.2610-11 >784 180 0.17 6 n1a n/a PLATES GRIP MT20 244/190 Weight: 85 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied. 11-12,7-8: 2x4 SP No.3 MiTek recommends that Stabilizers and required crass bracing WEBS 2x4 SP NO.3 be installed during truss erection, in accordance with Stabilizer I u'e REACTIONS. (lb/size) 13=665/0-8-0, 6=835/0-8-0 Max Horz 13=152(LC 6) Max Uplift 13=298(LC 8).6=370(1_C 8) FORCES. (III) - Max. ComPJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=1008/430, 2-3=7851449. 3-4=-972/420, 1-13=-646/305 BOT CHORD 1-11=-117/674, 10-11=217/846, 9-10=-217/854, 8-9=205/778, 4-8=-164/764 WEBS 4-6=771/393 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf h=15ft; 8=4511; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6)' This truss has been designed for a live load Of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 298 lb uplift atjoint 13 and 370 Ib uplift at joint 6. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. � ' V F• i No sa/l az ZONAI �lel ` Joaquin Velaz PE No.68182 MiTek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: October 7,2015 ®WARNING - Vwi/y design param aters and READ NOTES ON TNIS AND INCLUDED M1DTER REFERANCE PAGE Mrr-747] rev. 10/03,7015 BEFORE USE. Design valid for use only with NOTekO connectors. This design a based Dory upon parameters shown, and is for an Individual building component, not a huss dam. Before use. the building designer must verify the cppocbbly of design parameters and properly incorporate tha design into the overalaTe!W building design. Bracing indicated lsfo prevent buckling aMclNdual truss web and/or chard members only. Additional temporary and permanent bracing M Is aMvys required for stablity and to prevent cofapsewith possible personal Injury antl propertydamage. For general guidance regarding the fabrication, storage. delivery. erection and bracing of trusses and truss will see All Quality Cdtedo. DSB.89 and BCSI Binding Component 69O4rkast BInL Safety Information available from Two Plate Institute.218 N.lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type cry Ply Schera Residence T7500302 29267 CO3 Root Special 2 1 Job R.fererxe o lional East Coast Truss, Ft. Pierre. FL 34946 7.640 a Sep 292015 MTek Industries, Inc. sea - e o - . 1-10-0 . 1-10-0 axe = 2x4 It 2.4 II 2x4 11 -1" n 3x4 = 2.2.0 8o [s3s] 1-10-0 Scale=138.4 Plate Offsets (X Y)- I1:0-4-8 0-1-121 13,0-2-3 Edae1 M8 0-2-8 0-3-41 190-0.8 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.19 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(rL) -0.42 8-9 -481 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.14 Horz(TL) 0.21 5 Na We BCDL 10.0 Code FBC2014/TPI20D7 (Matrix-S) Weight: 76 lb FT=O% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 *Except* 9-10,6-7: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 11=66510-8-0, 5=835/M-0 Max Ho¢ 11=173(LC 6) Max Uplift 11=298(1.0 8), 5=-370(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 25D (Ib) or less except when shown. TOP CHORD 1-2=962/414, 2-3=-963/416, 1-11=-646/307 BOT CHORD 10-11=-125/254, 1-9=-64/601, 8-9=-189/770, 7-8=-189/770, 3-7=-130/768 WEBS 2-8=0/378, 3-5=783/402 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MFrek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer tl NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2981b uplift at joint 11 and 370 lb uplift at joint 5. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %' gypsum sheetrock be applied directly to the bottom chord. .� J.' *.� 681/82 ..*� p ��c Joaquin Velaz PE No.68182 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa R 33610 Date: October 7,2015 ® WARNING. crafty design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCEPAGE MII-]47]r 10AM015BEFOREUSE Dedgnvafd for use only Wth NuTel®connectors. IDS design is based only upon parameters shown. and is for an individual building component, not �R p■j a truss system. Before use. the building designer must van, the appIcabifty of design parameters and propeM incorporate this design into the overall buildingdesign. leasing Indicated Is1.preventbuckfngofindMdualtruss wzband/or chord memberscnly. Additional temporary and bracNg M!Tek' permanent Is shays required for stability and to prevent co0apsewils possible personal Nhry and property damage. For general guidance regarding the 69N Parke East BAN. fabrication, storage, tleMery. erection and bracing of theses and truss systems, see ANSU TFII Crucify creeds. DSB-89 and BCSI Building Component Tampa, FL 33610 Safetylaformalion avallable from Truss Plate Imfitute,21B N. Lee Street, Suite 312. Alexandra. VA MI 4. Job Truss Truss Type City Piy Fiches Residence 500303 2926] C04 Roof Spedal 1 1 b Ref f I' 11 East Coast Truss, Ft. Pierce. FL 34946 2.1.0 2.4 II 7.640 a Seq 292015 Mil lndusVtas, In0. Woo Do e] 14:53:29 1-1D-0 Style=1:36.9 3x4 = 4x4 = 192 20 3 11 2x4 II 2x4 I 2x4 11r 1x4 I I 3x4 = z-2-o i as0 1s2-o 1]-ao 1 -4-D 1aa10-o 2-z0 6sn aan EN r� lrin Plate Offsets (X.YI- 15:0-2-3.Edoel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Ven(LL) -0.09 10-12 s,999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Veri(TL) -0.22 10-12 >912 180 BCLL 0.0 ' Rep Stress Inv YES WB 0.46 Horz(TL) 0.13 7 Na n/a BCDL 10.0 Code FBC2014/TPI2007 (Mairix-5) Weight: 1041b FT=O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except' 12-14,8-9: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 15=666/0-8-0, 7=835/0-8-0 Max Horz 15=280(LC 8) Max Uplift 15=342(LC 8), 7=326(LC 8) BRACING. TOP CHORD Structural wood sheathing directly applied, except end verticals. B07 CHORD Rigid calling directly applied. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, I FORCES. (Ill -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 13-15=633/304, 2-20=668/293, 3-20=-668/293, 34=804/279, 4-5=10931412 BOT CHORD 12-13=-111/495, 11-12=13/477, 10-11=-13/477, 9-10=-248/928, 5-9=263/975 WEBS 5-7=741/321, 2-10=98/307, 2-13=653/375, 4-10=-346/262 NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf BCDL=3.Opsf, h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and fight exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water Dancing. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads. 5)' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 3421b uplift at joint 15 and 326 lb uplift at joint 7. 7) This truss design requires that a minimum of 7/16• sWcluml wood sheathing be applied directly to the top chord and V.' gypsum sheetrock be applied directly to the bottom chord. O� .. E N SF`,�? ,,���� No 68182 O: 'HI C OF :��7� .0 j, 1ONAL Joaquin Velez PE No.68182 MiTek USA, Ina FL Cart 6634 6904 Parke East Blvd. Tampa R.33610 Date: October 7,2015 WARNING- wally dmlgn Penmen. antl READ NOTES ON MIS AND INCLUDED MITEK REFERANCE PAGE 10IIO473 rev. 10/036015 BEFORE USE Design valid for use only with welds, Connectors. fie design Is based only upon parameters shown, and is for an individual bu8ding component, not * �B a Mess system. Before use. the building designer must verily the appro.blity of design parameters and properly incorParate the design into the overall in, buildingdesign. BracMgIndicated! etoprevent buckling offind ividuaitruss weband/or chord members only. Additional temporary and permanent brocing MiTek' Is ohwys required forslablity and to prevent Callapseviih possible personal "and property damage. For general guidance regarding the fabrication. storage, de0very. Creation and bracing of pusses and tms system.see ANSVIPll Dually Creeda,DSB-89 and BCSI Burbling Component 69M Padre East BIW. So"Information available from]vss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Jab Truss Truss Type Oty Ply Fkhera Residence T9500304 29267 Cos Roolspedai 1 1 InF Rofora ca (ooCanal .Sl1:0ast Iral ft. Pierce. FL M945 Wrekindusldealna Wed Od G714:53:302015 2.2.0 4 o 5.2-2 3�5.14 1 1.10.0 1-109 Scale=1:40.1 14 81 x4 I 2.4 II 2x4 I 2.4 II 3x4 = 2-2-01]-0.2 1] 1.d,o 8-10.0 { 2-2-0 ar-n Plate Oftsets(X.Y)- 13:0-2-00-3-01140-1-110-1-1411100-3-120-3-0I 1110-0.80-1-81 LOA13ING(psf) SPACING. 2-0-0 CSI. DEFL. in (too) Odell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.07 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.0910-11 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.39 Horz(TL) 0.06 6 Na Na BCDL 10.0 Code FBC2014/rP12007 (Matrix-S) Weight: 108 to FT=0% LUMBER. TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP Ne.2'ExcepV 11-13,7-8: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 14=66610-8-0, 6=835/D-B-0 Max Hoe 14=-333(LC 8) Max Uplift 14=361(LC 8).6=307(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. Mrrek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer I 'D FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 12-14=637/307, 1-12=-604/323, 1-18=510/226, 2-18=-510/226, 2-3=646/196, 3-4=1086/350 BOT CHORD 10-11=105/339, 9-10=-180/914, 8-9=1 BV910, 4-8=-190/937 WEBS 4-6=754/305, 1-10=308/644, 3-10=516/312 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf, BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=411; Cat. II; Exp CI Encl., GCpi=0.18; Bill (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live toads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 241-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 361 Ib uplift at joint 14 and 3071b uplift at joint 6. 7) This truss design requires that a minimum of 7116'structural wood sheathing be applied directly to the tap chord and W gypsum sheetrock be applied directly to the bottom chard. ��.PNI+'�QUIN rFS.� �,p 'S E., No 68182 i� Ir 4 Gl: E OF Joaquin Velez PE No.68182 Mirek USA, Inc. FL Cat 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 7,2016 ®WARNING- Vanlydesign paramerrtsand READ NOMS ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF]473 rev. 1M3/1010 BEFORE USE. *,�� Design valid for use only Win NUTeat connecton. This design is based only uponparameters shown, and is for on individual building component. not meters ameters and property Incorporate this dedgn into the overall a truss system. Before use, the building designer must vanity the app9cabBty of tlespara a�.•••jY�, building design. Bracing indicated b to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always weriked for stability and to prevent collapse with possible personal "and property damal rorgenerol gulconceregrardNg the fabrication, storage, delivery. erection and bench, of trusses and truss systems.see ANSI(rPll QualHy Crill DSB-89 and BCSI BUBd10g Component 69U Pallas East Blvd, Safety Information available tram Truss Plata institute,218 N. Lee Smeel. Suite 312, Alexandria, VA 22314, Tampa. FL 33610 Job Truss Truss Type Dry Ply Ficher'u Residence Ti500305 29267 COS Roof Speclal 1 1 Job efem ce o tionat East Coast Truss, Ft. Pierce, FL 34946 7.640 s Sep 292015 MTek industries, Inc. was Oct 07 Scale=1,45.8 2x4 II 2x4 I axS — 2M II 3x4 = 3x4 = 1.4 II 2-2-0 I 46-0 10A-2 I 11 L2,-0 �17-0.0 Plate Offsets (X Y)-- t5'0-1-11 0-1-141 1130-0-8 0-1-81 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,55 Vert(LL) -0.04 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.11 10-12 >999 180 SCLL 0.0 ' Rep Stress Incr YES WE 0.62 HOrz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014TFP12007 (Matrix-S) Weight: 113 lb FT=O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 13-15,8-9: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (Ib/sae) 16=666/0-8-0, 7=83510-8-0 Max Horz 16=387(LC 8) Max Uplift 16=383(1.0 8). 7=-285(LC 8) Max Grav 16=674(LC 14), 7=835(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer a la io uitle FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 14-16=642/312, 1-14=-631/297, 1-20=-352/145, 2-20=352/145, 2-3=398/98, 34=486/68, 4-5=-1052/283 BOT CHORD 12-13=132/392, 11-12=-1051869. 10-11=105/669, 9-10=1051869, 5-9=-99/883 WEBS 1-12=-273/631,5-7=760/291,4-10=0/251,4-12=654/386 NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=6.0psh BCDL=3.0psf; h=15ft; 8=45ft; L=2411; eave=4fi; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-60 tall by 2-0-0 wide will fit between the bottom chard and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 383 lb uplift at joint 16 and 285 lb uplift at joint 7. 7) This truss design requires that a minimum o17116' structural wood sheathing be applied directly to the top chord and V gypsum sheetrock be applied directly to the bottom chord. `,,J�P�G E N d--. No 68182 O: E OF � i� �ONAi.E���`. Joaquin Velez PE No.68182 MTek USA, Ina. FI- en 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 7,2016 A NARKING- Verlrydeslgn Parameters anal NOTES ON TWS AND INCLUDEOMITEKREFERANCE PAGEMII.7473mv, 10/0=0159EFORE USE. Design valid for use only Win WekO connectors. This design it based only upon parameters shown, and Is loran individual building component, not ITS I a truss system Before use, the building deagnermust verity the appOcalonly scission parameters and properly lncorPorate this design into the overall butaingdesign. Bracing indicated B to prevent buckling of individual tru.¢weband/ar chord members only. Additional temporary and permanent bracing WOW Is ahraWrequeed for stability and to prevent corapsewtth possible personalinor, and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systemt see ANSI/TPIl pualHy Csteda, DSB.89 and SCSI Building Component ISSU Perk, East Blvd. Safety Information available from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexondria, VA Ml 4. Tampa, FL 33610 Job Truss Truss Type Qty Ply Fiches Residence T 500 06 29267 Carlo Roof Spedal Giber 1 n G Job Reference footJonsil) East Coast Truce, FL Pierces, a 34946 ].6405 Sao 292015 MiTek moden., Inc. Wed 00 W 14:53:322015 Pagel I D:wZtgBzl lgyZQdHyn5HazEyltUP-SI7KKSNcl OpdyAL85aTWF1jRhlo3wjk87kglzyVnfH 6.00 112 axis II 6x10 = HUS26 6z5 = HUS26 Sx6 = 34 II 3.4 = HUS26 HUS26 HUS26 Sx5 HUS26 10-100 zd-0 I ]-less I 1z<-11 1]4!9 1FdA _ Scale=1:53.3 Plate _Offsets (XV)-- f8�0-4-40-1-81 f9,0-2-80.2-01 f11,0-3-00-4-81112�0-5-00-4-41 f13,0-4-80-1-81 LOADING(pso SPACING. 2-0-0 CSI. DEFL. in (too) Vdeff L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.12 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.20 11-12 >999 180 BCLL 0.0 ' Rep Stress Ina NO We 0.92 Hoa(TL) 0.03 8 n/a Na BCDL 10.0 Code FBC2014/TPI2007 (Matril Weight: 314 lb FT=O% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3'Except' 1-13,6-8: 2x6 SP No.2 BRACING. TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc puffins, except end verticals. BOT CHORD Rigid Ceiling directly applied or 10-0-0 oc bracing. WEBS 1Row at midpl 1-13 REACTIONS. (lb/size) 13=4409/0-8-0, 8=3536/0-8-0 Max Horz 13=441(LC 8) Max Uplift 13=2412(LC 8), 8=-1812(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-4411/2401, 1-2=-1135/618, 2-3=-1345/631, 3-4=-4018/2062, 4-5=4140/2060, 5-6=5031/2639, 6.7=-283/129 BOT CHORD 13-17=-159/452, 12-17=159/452, 12-18=1606/3660, 18-19=1606/3660, 11-19=-1606/3660, 11-20=2230/4433, 10-20=-2230/4433, 9-10=-2230/4433, 8-9=116/280, 7-8=-116/280 WEBS 1-12=2432/4468, 2-12=370/485, 3-12=3605/2038, 3-11=-1855/3484, 6-8=3339/1802, 5-9=616/773, 5-11=959/775, 6-9=-2166/4279 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"IsT) nails as follows: Tap chords connected as follows: 2x6 - 2 rows staggered at 0-9.0 So, 2x4 - 1 row at 0-9-0 oc. Bottom chords Connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 Do, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply Connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Cpsf; h=15ft; B=45ft; L=241t; eave=4ft: Cat. II; 'Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water panding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 Pat bottom chord live load noncencument with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Td between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 2412 IS uplift at joint 13 and 1812 lb uplift at Joint 8. - 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-1 Od Truss, Single Ply Girder) or equivalent spaced at 2-0.0 oc max. starting at 1-9.4 from the left end to 9-9-4 to Connect truss(es) to back face of bottom chord. 11) Use Simpson Strong -Tie HUS26 (14-1ad Girder, 6A Old Truss, Single Ply Girder) or equivalent at 11-9-4 from the left end to Connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. NO 68182 E OF UJ i ONA -E'♦�` 111IIt11101 Joaquin Valez PE No.68182 M(Tek USA, Inc. FL Celt 6634 6904 Parke East Blvd, Tampa FL 33610 Date; October 7,2015 Continued on pace 2 A WARNING -Verily design ummete s end READ NOTES ON TNIS AND INCLUDED MITER REFERANCE PAGE MAWS rev. 101012015 BEFORE USE Design valid for use only with poll cormeddro. This design is based only upon paameters shown, and Is for an individual building component, not a truss system. Before use. the building designer must verify the opplIcobiGy of design parameters and properly incomomte the design into the overall buildingdesign. Bmcingindicatedetoprevent buckrngoflndiNdualtmssweband/orchor membou only. Additianoltemporaryand permanent bmcing WOW Is alwnysnau ed for stability and to prevent collapse with possuale personal rotary and property damage. For general guidance regarding the fobriooficn. storage. delivery, erection and bracing oft.,,. antl truss systems.see ANSI/7P]IG.a6y CMedo,DSB.89and BCSIBUBding Component 69N Parke East Blvd. Solely Information available fmmtruss Plate lnsfitute.218 N. Lee Sheet, Suile 312 Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Oty Ply Fichera Residence T7600306 29267 C07G Roof SpecialGWer 1 Las Job Reference (optional 7.640s SBP292015MITekl0dus0ies, Inc Wad Oct 07 14:53:32 2015 Paget ID:WZtg8zlNYZOdHVm5 HazEyffUPS17KKSNC1OpdyAL85aTWFijRh1o3vvjk87k91zyVnfH LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plq Vert: 1-2=60, 2-7=-60, 13-14=-20 Concentrated Loads (Ib) Vert: 10=1537(S) 11=-978(B) 17=-991(B) 18=-991(B) 19=-978(B) 20=-978(B) ,&WARNING•Vadrydealgnpesumfersand READ NOTES ON THIS AND INCLUDED MTEKREFERANCE PAGE MY-W3m, 10/0340156EFORE USE Design valid for use Cray vAth Nite4O connectors. The design Is based onN upon parameters shown, and Is for an indivldual building component, not �� a Truss system. Before use, the building designer must verify the oppicabllily of design parameters and properly Incorporate tins design into the overall buidingdeign. Bmcingindicated btoprevent backing ofindividual truss vrebcnd/or chord membersonN, Additional lemparoryand permanent ismang MiTek' k cWays required for stability and to prevent condors, with possible personal injury and property damage. For generalguidance regarding the fabrication. storage. delivery. erection and bracing of busses and truss system we ANSI/TPII Guafdy Cdteda.DSB-89 and BCSl Building Component 6904 Parka East SNd. Safety 1.1...floor cvoilablefrom Twor Plot. lheitufe.218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss TrussType oft, pty Fasten Realdenw P50030T I 29267 -CJ1 Jack -Open 10 1 Job Reference (optional) - Best Coast Truss, FL Pie=. FL U945 1.60 7.640 a Sap 202015 MRekl nines, Inc. Wed Od 07 14:53:32 2015 Pagel ID:wZtgBzl lgyZOdHYrrSHazEyINPS17KKSNcl OpdyAL85aT WF1jVNIOUv79k87k9lzyVnfH Scale: 1.5'=1' LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) 6deB L/d PLATES GRIP TCLL 20.0 Plate Grip VOL 1.26 TC 0.10 Vert(LL) .0.00 6 n/r 120 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) .0.00 6 Nr 120 BCLL 0.0 ' Rep Siress Inv YES WB 0.00 Hom(TL) 0.00 n/a n1a BCDL 10.0 Code FBC2014fTP12007 (Matrix-M) Weight: 4 Be FT=0% LUMBER - TOP CHORD 2x4 SIP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 2=85/Mechanical, 3=0/Mechanical Max Ho¢ 2=65(LC 1), 3=72(LC 8) Max Upli112=78(1_C 8) Max Grav 2=85(LC 1) FORCES. (IS) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 cc purnns. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accardancewith Stabilizer In stallationn oulde. NOTES- 1) Wlnd: ASCE 7.10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.OpsY h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection Conditions. It Is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for buss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 It, uplift at joint 2. 8) "Semi -rigid pitchbreaks Including heels" Member antl fucity model was used In the analysis and design of this truss. OPQU I N r t. DENS No 68182 ` *: :'k E OF % 1,PpNpr' p E` Joaquin Valez PE No.68182 MrEek USA, Inc. R Cart 6634 6904 Parke Fast Blvd. Tampa R. 33610 Date: October 7,2015 ® WARNING- Vadf r dnlgn p aramabra en d READ NOTES OHMS AND INCL UDED MIrEK REFERANCE PAGEWl.7M nv. IWDWO15 BEFORE USE. Deslgn w9d foruse onlywith Mil ek® connectors. The dedgn h based only upoaparameters shown, and Is for an Individual bolding component, not a euurystem. Before use. the building designer must vedf/ the app9cobilly ofdragn poromete,sond properly Ncomorate this design Into the ovensu building design. Bracing Indicated is to prevent bucking of Individual two web and/or chord members only, Additional temporary and permanent bracing WOW Is always required for stability, and to prevent collapse with possible personal irkey and property damage. For general guidance regarding the fabrication, storage. deivery. erection and bracing of trusses and Lass systems, see ANSI/rPll Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East BNd. Safety Information available From Two Plate lnstitute.218 N. Lea Street. Suite 312. Alemnddo. VA 22314. Tampa, FL 33010 Job Truss Truss Type Oty Ply Flchem Residence 7500308 20267 .G1A Jack -Open 2 1 Inh Rw/wrwnew (national) East Coast Trust, Ft. Pierce, FL 34946 1.8.7 3x4 = Provide bearing connections) to resist horizontal reaction(s) shown. Failure to do so voids this design. 7.640 a Sep 29 2015 MITek Induseles, Inc. Wed Oct 0714:53:33 2015 Page 1 ID:wZtgBzllGyZOdHYm5HazEylfll P- UZiYoOEoixUaKwLM IOEFap9CloaPtNnTIIPyVnfG Srsle =19.8 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (toe) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.01 3 >79 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) 0.01 3 >69 180 BCLL 0.0 ' Rep Stress Ina YES WE 0.00 Horz(TL) 0.00 n1a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matriol Weight: 616 FT=0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS, fits/size) 2=0/Mechanlcal, 4=143/Mechanical Max Ham 2=110(LC 1), 4=123(LC 8) Max Uplift4=128(LC 8) Max Grav 4=143(LC 1) FORCES. (Ib)-Max.Comp./Max. Ten. -All farces 250(I1b) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-8-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-D-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=6.OpsQ BCDL-3.0psf, h=15ft; B=45ft; L=24ft; eave=4ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional): cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss Is not designed to support a ceiling and is not intended for use where aesthetics area consideration. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. Il is the responsibility of the fabricator to Increase plate sizes to account for these factors. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This tress has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girders) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 to uplift at joint 4. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Nf(/o�/f 68182 Joaquin Velez PENo.68162 MITek USA, Ina. R. Cart 6634 6904 Parke East Blvd. Tampa R. 33610 Date: October 7,2015 ®WARNING -Vann, dealers parameters end FEAD MOMS ON MS AND INCLUDED MFTEK REFERANCE PAGE MII-74r3 rev. IMM015 BEFORE USE. Design valid fa use only with MIcW connectors, fhb design Is based only upon parameters shown, and 4 for an Individual buMerg componenl, not a hues system, Before use, he building designer must verily the oppecabSy of design parameters and properly Incorporate the design into the overall Y bullchngdesign. BracNgIndicated 4toprevent buckling ofindlvidualthen wel,and/or chord membersony. Additional temporaWand pennnommtbroring MiTek* Is oNveys required for stabilly and to prevent collapse Win poseble personal injury and property damage. For general guidance regarding the fabrlacron, storage, delivery. erection and bmcing of trusses and truss systems.see ANSI/TPll Quality Called,DSO.89 and SCSI Beetling Component 69W Parke East BNd. Sarey Infamaflon mOlbble from Truss Plate Wfifule, 218 N. Lee Street, Suite 31Z Alexandra, VA 22314. Tampa, FL 33810 Job Truss Truss Type Qty, Py Fishers Residence T 500309 29267 .W2 Jack -Open 2 1 12R0fere r (optional) East Coast Truss, Ft. Pierce, FL U946 LOADING (psD SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BOLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC20147TP12007 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 24L4 7.64bs Sep 2920I5 MITek Imh aVles, Inc. Wed Oc10714:53:33 2015 Page 1 ID:w7tgBzl lgyZQdHYn5HazEylfUP.wUZYoOEoLxUaKwLfH IoEFel9HJeajINnTI1PyVnfO Scale-1:11.9 CSI. DEFL. in (loc) Well LA! PLATES GRIP TO 0.23 Vert(LL) 0.00 5 >999 240 MT20 244/190 BC 0.26 Vert(rL) 0.00 5 >999 180 WB 0.04 Horz(TL) -0.02 3 Was ma (Matrix-M) Weight: 10 lb FT=0% REACTIONS. (lb/size) 3=-90/Mechanical, 4=-114/Mechanical, 5=406/0-8-0 Max Hom 5=68(LC 8) Max Uplift3=-90(LC 1), 4=114(LC 1).5=-281(LC 8) Max Grav 3=46(LC 8), 4=72(LC 8), 5=406(LC 1) FORCES. (to) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2.6-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MiTek recommends that Stabilizers and required gross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.OpsY BCDL=3.Ops/; h=1511; B=45ft; L=2411; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It Is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates chocked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other Iive loads. 5)' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical connection (by others) of Tmss to bearing plate Capable of withstanding 90 lb uplift at joint 3, 114 lb uplift at joint 4 and 281 lb uplift at joint 5. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. VIIIIIIIIIIIIIIII QUIN No 68182 p: E OF �QNALE?O`• ���nnnwa� Joaquin Velaz. PE No.68182 MfTek USA, Inc. FL Cert 6634 6984 Parke East Blvd. Tampa FL 33610 Date: October 7,2015 ®WARNING-Vrlry design pa Wes end READ Nora ON MS AND INCLUDED MITEK REFERANCE PAGE 61114r3 rev. 1""O158EFORE USE Design valid for use onywith MITek® connectors. ThE design Is based any upon Parameters shown, and Is for an individual building component, not a buss system Before use. the but?mgdesigner must vetly the appIcabitty ofdeogn parameters and properly Incorporate this design into the ovemt r buildingdesign. Bmcingindicoledhlopmv ntbucktngofhdMdual Vuaweband/orchaNmembemonty. Additional temporary and permanent bracing WOW Is alvmys required for stabiliy and to prevent colopse Wth possible personal injury and property damage. ForgeneralguldanceregardNgthe labdcalion. storage. delivery. erection and bracing of musses and lmu systems. see ANSI/TPII Quality Cdteda, DSB.89 and BCSI Battling Component 6904 Parke East Blvd. Solely lnkmanalion ovaibble horn Truss Plate Institute.218 N. Lee Street. Suite 312, Alexonddo. VA 22314. Tampa. FL 33610 JOb Truss Truss Type Dry Py Flch oraReslaence 500310 28287 .CJ] Jack4pen 10 1 nF Rn/wmnro run on II East Coast Tress, Ft. Place, FL 34945 LOADING(psl) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/rP12007 LUMBER. TOP CHORD 20 SP No.3 BOT CHORD 2x4SPNo.3 WEBS 2x4 SP No.3 7.640 s Sep 292015 MITek[non ies, lea Wed Od 0714:53:34auto Pagel 10:wZtgBzllyyZOdHYn5HazEyIfUP-Oh6418OsZ73LCUVXD7W_LSopgZegN120bRDFgryVnfF Seeds =1:13.1 CST. DEFL. In (loc) Well L/d PLATES GRIP TC 0.24 Vert(LL) 0.00 5 *99 240 MT20 244/190 BC 0.25 Vert(TL) 0.00 4-5 >999 180 WB 0.04 Hoa(TL) -0.02 3 n1a Na (Matrix-M) Weight: 111b FT=0% REACTIONS. (lb/size) 3=30/Mechanical, 4=-55/Mechanical, 5=326/0-8-0 Max Horz 5=81(LC 8) Max Uplifi3=32(LC 3), 4=55(LC 1), 5=216(LC 8) Max Gray3=14(LC 6), 4=34(LC 8). 5=326(LC 1) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 260 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3.0-0 oc purlins. BOT CHORD Rigid tailing directly applied or 10.0.0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7.10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.0psf, h=151t; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpI=0.18; MWFRS (directional); Cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placemenitolerances or rough handling and erection conditions. It is the responsibility or the fabricator to increase plate sizes to account forthese factors. 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcunenl with any other live loads. 5)' This truss has been designed for a live load of 2D.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 321b uplift at joint 3, 55 lb uplift at joint 4 and 216 lb uplift at joint S. 8) "Semi -rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. OP QUIN rVF� GENS'.� .� No 68182 O: E OF Op1pP:��`. J"If ONA��% 1111111110, Joaquin Velaz PE No.68182 MTek USA Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33619 Date: October7,2015 ®WARNING - wanly dW9npazmat.. and READ NOTES ON THIS AND INCLUDED MITEH REFERANCE PAGE 111147473 rev, 10/012015 BEFORE USE. Design vend for use only with MITeM connectars.Thit design is based only upon parameter, shown, and is for an indidual building component.not a truss ryslem. Before use, the bullding designer must verify the appaocbiny of design parameters and property Incorporate this design Into the overall building design. Bracing indicated B to prevent buckling of Individual truss wxb and/or chard members only. Additional temporary and permanent bracing MTek' 6clgaya regu9etl for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the fObrication.storage. delivery. erection and bracing of trusses and Was Mfcrm.see ANSUTPII Quail Wed, DSB•89 and BCSI Building Component 69N Parka East Blvd. Safetylnformalian avagobte from Truss Plata lmtilute.218 N. Lee Street, Suite 31Z Alexandra, VA 22314. Tampa. FL 33510 Job Truss Tmss Type Oty Ply Fiches Residence T7500311 29257 -W3A Jack -Open 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 7.640 a Sep 292015 MITek lndustdes, Im Wed Oct 0714:53:3,12015 Papal ID:wZtgBzl KjyZOdHYrrSHazEyifUP-Oh541BOSZ?3LCUVXD?W LSopUZeoN11 ObRDFgryVnfF 367 3d 7 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Verl(LL) 0.00 4-5 >999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(TL) 0.00 4-5 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.04 Horz(TL) -0.02 3 n/a n/a BCDL 10.0 Code FBC2014/rP12007 (Matrix-M) LUMBER - TOP CHORD 20 SP No.3 BOT CHORD 20 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 3=13/Mechanical, 4=20/Mechanical, 5=30310-8-0 Max Horz 5=99(LC 8) Max Uplift3=-36(LC 5), 4=20(LC 1), 5=188(LC 8) Max Grav 3=36(LC 13), 4=19(LC 6), 5=303(LC 1) FORCES. (Ild)- Max. Comp./Max. Ten. - All forms 250(Ib) or less except when shown. Scale-1:14.9 PLATES GRIP MT20 244/190 Weight: 13 lb FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3.8-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10: Vuk=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and fight exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-D-0 wide will fd between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at Joint 3, 201b uplift at Joint 4 and 1881b uplift at joint 5. 8) "Semi -rigid pilchbreaks including heels' Member end fairy, model was used In the analysis and design of this truss. ..,I1111111111j, 4' No 68182 O: E OF :� Ali ilk Joaquin Velez PE No.68182 MfFek USA Inc. FL Cat $634 6904 Parke Fast Blvd. Tampa FL33610 Date: October 7,2015 Job Truss Truss Type Dry Ply Fiches Reaganca nsao3u 28267 -G4 JacWpen 2 1 hn vere, o ms ..ten East Coast Truss, FL Pie., FL 34946 LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 TCDL 10.0 Lumber DOL 1.25 BC 0.21 BCLL 0.0 ' Rep Stress Inv YES WB 0.05 BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=47/Mechanical, 4=3/10echanlcal, 5=3121"-0 Max Hom 5=121(LC 8) Max UpIIM3=61(LC 8), 4=-5(LC 5), 5=180(LC 8) Max Grant 3=69(LC 13). 4=30(LC 6). 5=312(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -A(I forces 250 (lb) or less except when shown. 7.640 a Sep 29 Z15 Mmek Induselea, Inc. Wad Gar 07 14:53:35 2015 Page 1 I D: WZtQBzl IgyZQdHYrrSHazEylfUP-stgSyTPUKJBCpe4ini1 Ott W y_X6UAAg5ypMlyVnfE Scale=1:16.9 DEFL. in (too) Well L/d PLATES GRIP Ven(LL) -0.01 4-5 >999 240 MT20 2441190 Ven(TL) 0.00 4-5 >999 180 Hv z(TL) -0.02 3 n/a n/a Weight: 16 In FT-0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid calling directly applied. MRek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection Conditions. It is the responsibility of the fabricator to increase plate sizes to account forthese factors, 3) Plates checked fora plus or minus 0 degree rotation about 8s center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift at joint 3, 5 Ib uplift at joint 4 and 180 In uplift at joint 5. 8) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. IN f VFW � .e' No 68182 E OF �� Joaquin Velez PE No.68182 MRek USA. Inc. R. Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: October7,2015 A WARNING- Vary, design parameters and READ NOM ON THIS AND INCLUDED Ai REFERANCE PAGE MAWS ray. 10103=15 BEFORE USE. Design valid far use ON, Win MkoI0 Connectors. This design Is based a* upon Parameters shown, and k for an lndMdval budding component not a Dun system. Before um. the building dergner must verily the applicability of design parameters and property Incorporate this design Into the overall -1Y� buDingdesign. Bracing Indicated is lowevent buckling a he Mducltmvwebcnd/orchord members only. Additional temporary, and permanent bracing WOW Is always required for stability and to prevent collapse with possible personal inlay and property damage. Forgeneral guidance regarding the fobrication. storage, delivery, erection and bracing of trusses and truss systems. see ANSIRPI I Quality Criteria, 058.81, and Sal Building Component 69W Parka East SM, Solely Information ovablats from Truss Plate Institute,218 N. Lee Sheet. Suite 312. Alexandra. VA 22314, Tampa, FL 33610 Job Truss Truss Type pty Ply Fle,ae Resldence T]500313 29267 -CJ5 Jack -Open 6 1 Job Reference o do a East coast Truss, Ft. Pierce, FL U946 5-0-0 7.640 s Sap 292015 MRek Industries, Inc. Wad Oet W 14:53:352015 Page 1 ID:wZtgBzl KjyZpdHYrrSHuEylfUP-K3ErApp75dJ3RnfwKOYSpa87MKdmLJ3liMukyVnfD Scale=1:19.5 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (too) Odell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.22 Vert(TL) -0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.05 Hou(TL) 0.02 3 n1a n/a BCOL 10.0 Cade FBC2014rTP12007 (Matrix-S) Weight: 17 lb FT=0% LUMBER- BRACING - TOP CHORE) Zx4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3=65/Mechanical, 4=13/Mechanical, 5=322/0.8-0 Max Horz 5=134(LC 8) Max UpI8t3=-75(LC 8), 4=-5(LC 5), 5=-179(LC 8) Max Gmv 3=B6(LC 13), 4=42(LC 3), 5-322(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd-124mph; TCDL=6.OpsF BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunenl with any other live loads. 5)' This truss has been designed for a live load of 20.Ops1 on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 0l between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 3, 5lb uplift at joint 4 and 1791b uplift at joint 5. 8) This truss design requires that a minimum of 7116'structural wood sheathing be applied directly to the top chord and 'A' gypsum sheelrock be applied directly to the bottom chord. No 68182 O: ATE OF .'�&� %% Joaquin Velez PE No.68182 Mtlek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa R. 33610 Date: October7,2015 AWARNING• Verify deslpn Panmefvra and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE AVAM3 rev. fNO2R01a BEFORE USE. Design valid for we arly win hffek =rnectors. Thu design is based any upon parameters shown, and is fa an individual building component, not a truss system. Before use, the building designer must verity the applicably of design parameters and properly inaorPorate this deagn into the...11 bulldingdeslgn. Bracing Indicated Is to prevent buckling oflndMdual trust web and/or chord members any. Additional lemporary and permanent bracing WOW is alvays required for stabnty and to prevent conopsesWh possible personal Inlay and property damage. FOr generaI VIdance rega ding the fabrkofron,¢foram, defvcry. erection and bracing of busses and truss systems, see ANSUTPII Dually Gaeda,DSB-99 and BCS1 standing Component Vol Peda Erg eyd. Safelylelanni avallabb from Truss Plate Institute.218 N. Lee Street, Suite 312 Alceandrla. VA 22314. Temp-, FL 33610 Job Truss Truss Type Dry Ply Fichera Residence nsac314 28267 -CJ5C Jack -Open d 1 ce o ti a East Coast Truss, Ft. Pierce, FL 34946 F Wad Oct 07 Scale =1:19.5 LOADING(psf) SPACING. 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.02 7 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.02 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.03 4 n1a We BCDL 10.0 Code FBC20147FPI2007 (Matrix-S) Weight: 20 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid gelling directly applied. WEBS 2x4 SP No.3 Mirek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=64/Mechanical, 5=14/Mechanical, 8=323/0-8-0 Max Horz 8=134(LC 8) Max Uplift4=77(LC 8), 8=180(LC 8) Max Grew 4=99(LC 13), 5=28(LC 3), 8=323(LC 1) FORCES. (lb)-Max.Comp./Max. Ton. -All forces 250(I1b) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf, BCDL=3.Opsf h=15ft; B=45ft; L=24ft; eave=411; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It Is the responsibility of the fabricator to increase plate saes to account forthese factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-13-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 771b uplift at joint 4 and 1801b uplift at joint 8. 8) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. `WN J�P9G E NV.. ��. ZNo 68182 Joaquin Velez PE No.68182 MITek USA. Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 7,2015 ®WARMNG.Vvlty staaipn Para.M. and NERD NOTES ON MS AND MCLUDED MITEK REFERIINCE PAGEMAWS nv, 1WQW015 DEFONE USE. **�� Deignvafd lorusa onN with hlTek®connedors. Thb tleignbbased a* uponparometenshown, and bforanlndidduclbuldmg component, not �• a buss Mtem Before use. the building designer must venfy the applcablily of deign parameters and propeM hcorporate the design inlo the overall buildingdesign. Bracing hulcatedbtoprevent bucking ofindividual lsuav lb and/or chord members only. AE011lonallempomryandpermanenfbmcing M!Tek' Is shays requied for stablity and to prevent colapse wbh possible personal lryury and property damage. For general guidance regarding the fabncallon, storage, delvery, erection and bracing of busses and Imes rystems. see ANSIpPII Gually Geed, DSe-89 and Sal Building Compaaeal 69N Parke Best Bind. Satey Inunnnalioa avertable from Tmss Plate Institute, 218 N. Lee Stmel. Suite 312 Alexandra, VA 22314. Tampa, FL 33610 Jab Truss Truss Type Oty Ply Fissile ResidenceT7500315 29267 D01G Half Hip GXer 1"h 1 JobReference (optional) East Coast Truss. Ft. Pierce, FL U946 7.640 a Sep 29 M15 MiTek Industrial, Inc. sued Od 07 14:53:38 2015 Page ID:wZtgBzIKyZQdHYn5HazEyIfUP.HSMbbVSNdEZng5plSgawVlzJsAgxJd9cWJBTzcyVnfB 1-00-0 7-0.0 I 134413 I 20-3-14 274F11 _ 1-10.p 5-2.0 6a-13 6-7-1 8-8-13 4x6 = �.r 3x4 = 20 21 22 4 23 24 3.4 = 1.4 II 5 25 a 26 Scale=1.47.1 41 = 27 28 7 3x4 = 34 11 gas = 3x4 = 3x4 = 4x4 = Banc = 3x6 II i$0 - 0 -6 13&13 3. 4 70. 140 0.0. 5.2.0 8-&13 &]-t &8-13 Plate Offsets (%Y)- 1&0-540-2-01 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. In (]cc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.22 9-11 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(T-) -0.3311-13 >898 180 BCLL 0.0 ' Rep Stress Ina NO MB 0.93 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FBC2014/7P12007 (Matrix-M) Weight: 1471b FT=0% LUMBER - TOP CHORD 2x4 SP N0.2 *Except* 3-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 -Except' 7-8,2-14: 2x6 SP No.2 REACTIONS. fib/size) 8=1557/Mechanical, 14=1602/0.8-0 Max Horz 14=190(LC 8) Max UpIRt8=-1049(LC 8). 14=-1087(LC 8) Max Grav 8=1626(LC 29), 14-1655(LC 29) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-3.1 oc bracing. WEBS 1Row at midst 7-9 MiTek recommends that Stabilizers and required crass bracing be installed during truss erection, in accordance with Stabilizer Installation guide, FORCES. (lb) - Max. Comp./Max. Ten. - All farces 250 (Ib) or less except when shown. TOP CHORD 2-3=2195/1378, 3-18=-2953/1942, 18-19=-2953/1942, 19-20--2953/1942, 20-21=2953/1942, 21-22=-2953/1942, 4-22=2953/1942, 4-23=-2299/1496, 23-24=229911496, 5-24=-2299/1496,5-25=2299/1496, 6-25=.2299/1496, 6-26=-2299/1496,26-27--2299/1496,27-28=229911496, 7-28=-2299/1496, 7-8=1522/1050 BOT CHORD 13-29=-1282/1923, 29-30=1282/1923, 12-30=-128211923, 12-31=1282/1923, 11.31=-1282/1923,11-32=-1942/2953,32-33=-194212953, 10-33=-1942/2953, 9-10=-1942/2953 WEBS 3-11--762/1233,4-11=362/368,4-9-750/511, 6.9=-643/595, 7-9=-1670/2565, 2-14=-1604/1075. 2.13=-115311866 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7.10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf BCDL=3.Opsf; h=15ft; B=451t; L=27ft; eave=41t; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and fight exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water porting. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 5) This truss has been designed for a 10.0 Pat bottom chord live load nonconcument with any other live loads. 6)' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6.0 tail by 2.0.0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 10491b uplift at joint 8 and 1087111, uplift at joint 14. 9) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. {{\i111111fff P& I N ��� �O • G E N S . F� �i�� No 68182 ' Joaquin Velez PE No.68182 MiTek USA, Inc. R- Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 7,2015 commued on cane 2 ®WARNING- VMlydassgapanmehn and READ NOTES ON INIS AND INCLUDED VIEK REFERANCEPAGE Ng-7vif mv.1p70Trlp15 BEFORE USE. Design valid for use only with twek®connectors. This design is based ont, upon parameters shown, and is foran Individual building component, not a lmss system Before use, the butting designer must vent, the appOcaaiEty oldesign pammelen and properly Incorporate this design into The marall build ng design, Bradng Indicated 6 to prevent buckling of Individual two web and/or chord members only. Additional temporary and permanent bracing MiTek' Is cloys requSed for stabnN and to prevenl cosapse with possible personal Kay and property damage. For general guidance regarding the fabrication. wage, delivery, erection and brocing of musses and tuns system.see ANSVIPII QualityCdleda,DSB-99 and BC5l Bugdag Component 69N Parke East Blvd. 5afetylnformalion avc9able from Truss Plate Institute.218 N. Lee Steel, Suite 312. Alexandra. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Fidere Raritan T7500315 29267 0016 Half Hip Ginter 1 1 I Job Reference eptionall East Coast Tmss. Ft. Pleme. FL 34946 7.640sSep292015MReklnduaWos.MC. Wed Od0714:53:382015 Paget ID:wZtgBziKyZQDHYnSHmEyINP-HSMbbVSNdEZng5plSgawVlzJsAgxJd9cWJBTzcyVnfB NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 151 lb down and 153 lb up at 7-1 149 lb down and 153 lb up at 9-0-12, 1491b down and 163 It, up at 11-0-12, 1491b down and 15311b up at 13-0-12, 1491b down and 1531b up at 15-0-12, 1491b down and 1531b up at 17-0-12, 1491b down and 1531b up at 19-0-12. 151 to down and 153 lb up at 21-0-12, and 151 lb down and 15316 up at 23-0.12, and 151 lb down and 1531b up at 25.0-12 on top chord, and 178 Ib down and 1391b up at 7-0-0, 53 Ib down and 251b up at 9-0-12, 531b dawn and 25 Ib up at 11-0-12, 53 Ib down end 251b up al 13-0-12, 53 Ib down end 251b up at 15-0-12, 53 Ib down and 25lb up at 17-0-12, 531b down and 251b up al W& 12, 531b down antl 25 Ib up al 21-0-12, and 53 Ib down and 25Ib up at 23-0-12, and 531b down end 25 Ib up at 25-0A2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads Pit) Vert: 1-3=60, 3-7=-60, 8-15=20 Concentrated Loads (to) Vert: 3=-70(e) 5=70(B) 13=-55(B) 10=27(B) 19=70(e) 20=70(S) 22=-70(B) 23=70(13) 24=70(B) 26=70(11) 27=-70(B) 28=-70(B) 29=-27(B) 30=27(B) 31=-27(B) 32=-27(B) 33=-27(B) 34=-27(B) 35=27(B) 36=27(B) ®WARNING -VMly dasllin rain.f. send REAO NOTES ON Me AND INCLUDEOMREK REFERANCE PAGE Mll-1413 nv. M0=015 BEFORE USE Design valid for use any with pNi connectors. Wu design B based onry upon parameters shown, and Is for on Individual bWdiog comssanenl, not a fusawrom. Before use, the building designer must verify the oppBcabBfy oldesign parameters and propedy incorporate this design into the ove aft buildingdesign. BradngindicatedBlobucUlafhdMdualtmaweband/erchord membersany. Additionaltemporaryandpennanentbmcing MiTek' prevent is aiwvysmqulnnd for stablily and to prevent cdc,cfewtth possible personal inBm/ and property damage, For general guidance regarding the fi90{Parka East BIW. fabrkation, storage, delivery, erection and bracing of fusses antl truss systems, see ANSIRPII QuaNly Cd arks. D58-89 and BCSI Bu i ing Component Tampa. FL 33610 Soletyleformallon ovisook, from Rua Plate lnifilule.218 N. Lee Street. Suite 31Z Alexandlo. VA 22314. Jab Truss Truss Type ply Ply Fiches Residence nsao3le 29267 Dot Han Hip 1 1 1 ReferenceJob i East Coast Truss, Ft. Pierce, FL 34946 7.640 a Sep 29 2015 MITek ladustrlee Inc Wed OC 0714:53:392015 Page 1 ID:wZtgBzl lgyZOdHYrrSHazEyffUP-lew orS70YheIFNVOY592WcMZHd29011jwOV3yVnf B40 I Mo 21-a9 244.0 27-a11 449 B-a0 Scale: 1/4-=1' 48 = 5x8 = 1.4 11 3x4 = 3 20 4 21 5 6 1; 3x4 = 1.4 II 4xB = 1.4 II 1.4 II 3xe II 3x4 = 2x4 = I�,I o ao-o I 15-aD 2"0 I z7-a11 .&i 1D as 7-Rn ae.n 4lln o.an Plate Offsets (X.Y)- 13:0-5-4.0-2-01 14:0-2-12.0.3-01 f12'0-" 0-3-121 LOA13ING(par) SPACING- 2-0-0 CSI. DEFL. in (IDc) Idler Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.09 13 >999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.21 11-12 >999 180 BCLL 0.0 ' Rep Stress Ina YES INS 0.61 Horz(TL) 0.06 9 Ne n/a BCOL 10.0 Code FBC2014lTP12007 (Matrix-S) Weight: 162 lb FT 0% LUMBER - TOP CHORD 2x4SPNo.2 BOTCHORD 2x4SPN0.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 9=997/Mechaniwl, 16=1161/0-e-0 Max Flom 16=244(LC 8) Max Uplift9=-465(LC 8). 16=570(LC 8) Max Grav 9=997(LC 1). 16=1161(LC 17) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid telling directly applied. MTek recommends that Stabilizers and required cross bracing be installed during truss erection. In accordance with Stabilizer lastallation guide. FORCES. (to) -Max. Comp./Max. Ten. -All forces 250(I1s) or less except when shown. TOP CHORD 2-3=1360/567, 3-20=-1632/800, 4-20=-1632/800, 4-21=1 1671548. 5-21=11671548, 5.6=11671548, 7-9-964/470, 6-7=-940/475 BOT CHORD 11-12=-805/1646, 15-16=282/282 WEBS 2.15=-303/970, 2-16=-1060/618, 5-11=378/276, 6-11=647/1379, 4-11=575/309, 12-15=550/1068, 3-12=-286/666 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Ops1; h=15ft; 8=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girders) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4651b uplift at joint 9 and 570 lb uplift at Joint 16. 9) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and %' gypsum sheetrock be applied directly to the bottom chord. 0111111111111111���,, i Njj)O)j(a 6881182 Joaquin Velaz PE No.68182 MITek USA, Inc. FL Dert 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: October 7,2015 Amaxwo-V4riy design Param.t.and READ NOTES ON THISANDINCLUDEDM1DTFKREFER NCE PAGEVI-703 nv. 10/d]ROfSBEFORE USE. Design veld for use o* with NUTekO connection. Th¢ design is based only upon parameters shown, and Is for on Ind 0dual building component, not ��• a two ystem Before use. the bulding designer must verity the appllcabllity of tlesign paameters and property lncomorote this design info the overoll buildexcleslgn. Bracng Indicated 4 to prevent bucking of individual two web and/or chord members ants. Addltlonol temporary and permanent bracing MiTek' Is always required lorstablity and to prevent colapsewtth possible personal Injury and property damage. For general guidance regarding the Iabrkot'an, storage.delivery. erection and bracing of trusses and truss systems.see ANSIITH Oualty CrBerts.DSB-09 and BCSI BuDdIng Component 69" Parke East BIW. Safety Information available ham Truss Plate lnslitute.218 N. tea Sheet. Sure 31Z Alexandria. VA M14. Tampa. FL 33610 Job Truss Truss Type Oty Ply Fkhere Residence nsoaal7 20267 Dui Half Hlp 1 1 ra fontionall East Case Truss, Ft. Pierre FL M946 1.10,0 a94 649 4 o 41,8 = 3x4 = 292015 MRek IndusMe.. In=. Wed Od 0714:63:402015 Page 1 IazEylftlP-DrULOBTd9rpVwPyhZFcOal2kfza2nbzv_Ngal VyVnf _ 1 z4-1-o I n-an 338 2.611 Swle: 1W=V 3.4 =1x4 I 3x4 = [02 18 1e 15 ae - 12 11 3%4 3.4 = 11 a 3x4 = 44 = 1x4 1.4 II xe II 2x4 = ii0o 4.4.n I 2s.1a-am9I vu I221100 u9¢-0 7.0-11 za1. Plate Offsets(X.Y)-- 14:0-5-40-2-01 f14•a5-80-4-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdofl Ual PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.14 16-18 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.3716-18 >823 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.65 Horz(TL) 0.06 11 n1a n/a BCDL 10.0 Code FBC20141rP12007 (Matrix-S) Weight: 1721b FT =0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 11=997/Mechanical, 18=1161/0-8-0 Max Horz 18=298(LC 8) Max Uplift 11=476(LC 8), 18=-558(LC 8) Max Grav 11=997(LC 17), 18=1161(LC 1) FORCES. (Up) - Max. ComPJMax. Ten. -All forces 250 (Ill or less except when shown. TOP CHORD 3-4=1241/544, 4-22=-1289/656, 5-22=1289/656, 5-23=940/454, 6-23=-940/454, 6-7=940/454, 7-8=-940/454, 9-11=965/481, 8-9=-941/486 BOT CHORD 13-14=-659/1296, 17-18=-66B/1085, 16-17--668/1085 WEBS 3-18=-1276/631, 14-16=-538/1028,4-14=-196/435,7-13=389/280, 5-13=468/269, 8-13=-585/1209 Structural wood sheathing directly applied, except end verticals. Rigid calling directly applied. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer 2allatign au do. I NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf BCDL=3.Opsf; h=15ft; 5=45N; L=27N; eave=4tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directions]); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its Center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6)' This truss has been designed for a live load of 20opsf on the bottom chord in all areas where a rectangle 3.6-0tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 47616 uplift at joint 11 and 558111 uplift at Joint 18. 9) This truss design requires that a minimum of 7/16- Structural wood sheathing be applied directly to the top chord and V gypsum sheetrock be applied directly to the bottom chord. IN rV��i EN,SFF� No 68182 O,f E OF �` fill, 11111101 Joaquin Velaz PE No.68182 Mink USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date; October 7,2015 ®WARNING- Vedy, design panmelers 4nd BEAD NOTES ON MS AND INCLUDED MITEK REFERANCE PAGEMII.W3r .. 10/011015BEFOREUSE Dengnvalid lorupe ontywtth MJTe4OCOmmeelo3. Tha destgnabaredorevupanparameen;Shown. andisforonindlVldaollavIIding component. not ��• a htnalvetem. Before ure. the building doll,nermustyenfy the applicability of design ecrmaten and propady lncomorole the dedgnintothe overall -•Y buldingdesign. Bracing indicated b to prevent bucking of lndivlduai tmssweb and/or Chard members enly. Additional temporary antl permanent bracing M!Tek• Is always required for liability and to prevent collapse with poulbls personal injury and property damage. For general guldence regarding the fabrication. storage, delivery, erection and bracing oftsusses andtmrrsyrtems.sea ANSI/1PIt0aaBty CMeda,USB.B7pnd BCSIBuilding Component 69N Parke Eau Blvd. SafetyInfortni lon avallable Mcm Luse Plate institute,218 N. Lee Sheet, Suite 312Almatmac, VA 22314. Tampa, FL 33610 Job Truss TN99 Type Oty Ply Flcnera Residence nsoo3le 292e7 D04 Helf Hlp 1 1 InF Rercm rofnn non m53, 11. ne,ca, r1--e r.WU 4 Sap 292o15 MITe%Inauselas, Ina, Wed Oct W 14:53:412015 Page ID:wZtgBzl lgyZOdHYrrSHazEylfUP-0iZDXUFw9xMX2Xt7z8d7wby7NzeW X2C1 P7axyVnl8 1.1aa 9-T-7 1B-0A 2B.De I '. ' t-too oar e-a-e 7415 r-as eI5 d 6.00 F12 48 = 5x5 = 3x4 = 1x4 II 4%4 = 3x4 = 3x8 = 34 II 3x4 = 3x4 = 3%4 = 11ba '10-eB 27.011 Scala=1:51.2 TV7 e4-8 7-05 I 746 Plate Offsets (X.Y)- 15:0-5-4.0-2-01 16:0-2-8 0-3-41 LOADING(psQ SPACING. 2-M CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 VerfiUQ -0.06 9-11 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.16 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 163 lb FT-O% LUMBER - TOP CHORD 2x4SPNo.2 BOT CHORD 2x4SPNo.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=997/Mechanical, 14=1161/0-841 Max Horz 14=351(LC 8) Max Uplift8=-489(LC 8). 14=.545(LC 8) Max Grav 8=1062(LC 13). 14=1161(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS I Raw at midpt 7-8.5-9 MTek recommends that Stabilizers and required cross bracing be Installed during truss creation, In accordance with Stabilizer Insfoliation uide FORCES. (Ib)-Max. ComPJMax.Ten. - All forces 250(I1a) or less except when shown. TOP CHORD 2-3=-1384/526, 3.4=1197/481, 4-5=1124/500, 5-18=823/402, 18-19=823/402, 6-19=-823/402, 6.7-8211401, 7-B=-933/504 BOT CHORD 13-14=-2711158, 12-13=-704/1263, 11-12=-704/1263, 11-20=516/1033, 10-20=-516/1033, 9-10=-516/1033 WEBS 3-11=-270214, 5.11=64/346, 5-9=291/158, 6-9=-479/lfU, 7-9=547/1115, 2.14=-1075/520, 2-13=-444/1177 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf, h=15ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 Pat bottom chord live load noncancurrent with any other live loads. 6)' This truss has been designed for a live load of 20.0Psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 489 Us uplift at joint 8 and 545lb uplift at joint 14. 9) This truss design requires that a minimum of 7/16- structural wood sheathing be applied directly to the top chord and V gypsum sheetrock be applied directly to the bottom chord. ` oPQUIN rV... No 68182 p: E OF :�/z- 00i, 0 R t V . C?\�``, .,�it, ONAf E %%%`% Joaquin Velu PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 7,2015 ® WARNING. Varflydeagnparzmetarsend READ NOTES ONTIOSAND INCLUDEUMITEN REFERANCEPAGEMII-T4T] rev, la/0MOIS BEFORE USE Design valid foruse on"th MiTeleS connectors. Thb desgn b based only upon paramelen shown and is for an IndiNdual building component, not �- a messystem. Before use. the buAdngdeslgnermustveRy, theoppocabifty of design parometcn and propedymcorparote lhisdedgninto the overdo 7 buldingdesign.BNCIngIndicatedItopreventbuckingofNdMdualtruRWeband/archordmembersonly.Additionaltemporaryandpemwnentbracing WOW b atvmysrequhed far stdboity and to Prevent caoapsevnih possible personal lolury and properly damage. Forgeneral guldanceregwding the Iabltcatlon.storage. delivery. creation and bracing of Cusses and truss systerm,see ANSIAPI1puaRy Cdteda,DSB-89ond%OIBullding Component 69U Parke East BNd, Safety Information awflabie from Truss Plate lnstitute,218 N. Lee Street, Suite 312. Alexandria, VA 2MK Tampa, FL 33610 Job Truss Truss Type Dry Ply Fiches Residence T]500319 29267 005 Half Hip 1 1 Job Reference (optional) East coast Truss, Ft. Pierre, FL U946 6-10.12 34 6.00 12 4x8 = 7.610 a Sep2920151uTeklndustdes.inc. Wed OU0714:53:422015 Pagel zi KjyZOdHYrr5HnEyINP-9Db60tVthT3D9i63hgfsf876ynJvFR7C Rh9h6OyVn 19E-5 25E-11 fins eas 1.4 II 3x4 = 34 II 4x4 = 3.4 = 3x4 ee 3x4 sa Sao = axe 11 &10.12 1 134i-0 1 19E-5 25611 1 &10.12 6]-4 e.M15 0.M15 Scale =1:49.3 Plate Offsets (X.Y)- 14:0-5-4.0.2-01 LOADING(ps0 SPACING- 2-0-0 CSI. DEFL. In (loc) gdeg Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.06 10-12 -999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.16 10-12 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.94 Horz(TL) 0.03 7 are are BCDL 10.0 Code FBC2014rrPI2007 (Matrix-S) Weight: 168 to FT=0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=1011/Mechanical, 13=101110-8-0 Max Harz 13=359(LC B) Max Uplift7=-512(LC 8), 13=-388(LC 8) Max Grav 7=1095(LC 13). 13=1050(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid calling directly applied. WEBS 1Row at midpt 6-7,4-8 MTek recommends that Stabilizers and required "ass bracing be installed during truss erection, In accordance with Stabilizer Instillation guide. FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1.2=1480/548, 2-3=-10911436, 34=1010/455, 4-14=6611326, 14-15=-661/326, 5-15=-661/326, 5-6=661/326, 6-7=-979/524, 1-13=-980/404 BOT CHORD 12-13=-470/333, 11-12=-749/1334, 10-11=449/1334, 10-16=475/931, 9-16=475/931, 8-9=475/931 WEBS 2-10=4901331, 4-10=-146/462, 4-8=-4391241, 5-8=410/292, 6-8=529/1067, 1-12=-28311012 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Ops1; BCDL=3.Opsf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water paling. 4) Plates checked for a plus or minus 0 degree rotation about Its canter. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will lid between the bottom chard and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 512 to uplift aljoint 7 and 3881b uplift at joint 13. 9) This truss design requires that a minimum of 7116'structural wood sheathing be applied directly to the top chord and V gypsum sheetrock be applied directly to the bottom chord. oPpU1..1 VF<<c•�i ........... G E N SS No 68182 OF �e 0 R it ........... �:`� ffff11111111\ Joaquin Velez PE No.68182 MITek USA, Inc. FL Cat 6634 6904 Parke East Blvd. Tampa FL 33610 Date; October7,2015 ®WARNINO-11"I design parameleraand As AD NOTES ON WS ANDINCLUDEDAUTEK KEFER4NCEPAOEAaF-W3 rev. i0/WQal56EPDHE USE. Design vatitl for use a* w8h We19 connectors. Due design a based only upon Parameters shaven, and is for an Individual binding component, not a truss system Before use. the bulding designer must verify the appicobl4ty, of design pammetert and property lncoVorcte this design into the overall building design. Bracing Indicated is to prevent bucking of Individual truss vmb and/or chord members only. Additional temporary antl pennanenl bracing MOW b cM1wys required for stability and to prevent colopse Wth possible personal injury and properly damage. Forgari guidancaregansing the fabrication. storage, deivery, erection and bracing ofwases and toss systems.see ANSI/PPII OuaOty Cdieda,DSB-89 and SCSIBuOding Component SON Parka East BNd. Safety lnformolion available fromhuse Plata Institute.218 N. Lee Steel. Suite 31Z Alexandria, VA=14. Tampa, FL 33610 Job Truss Truss Type Qty Ply Fkhera Residence nsoo3zo 1 29267 DD6 Hip 1 1 Job e eren I East Coast Tmss, Ft. Plates, FL U946 7-10.12 44 7-7-4 6.00 F12 4x8 = 7.640 a Sep 29 2015 Weil, MUMS, Inc. Wed Od 07 14:53:42 2015 Page t ZQDHYn5HmEylfUP-9Db6QtVthT3D9i63hgfsf8741nHzFQ7CRh9h6OyVn 264D 21124 2 11 4-10.0 40, 0-4- 1 Im 11 14= Scale =1:55.4 3x4 = Sx8 = 3x4 = 3x8 = 3x6 II 3.4 = 7-10.12 I 158-0 I 20.4-0 I 254i11 ]40.12 7.7.4 110.0 5-2H Plate Offsets (X.Y)- r4:0-5-0.0-2-01. f11:0.3-40.3-01 LOADING (par) SPACING- 2.0-0 CSI. DEFL. In (lox) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.08 11-12 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.2210-11 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.99 Hoa(TL) 0.03 7 Na n/a BCDL 10.0 Code FBC2014rrP12007 (Matrix-S) Weight: 1771b FT=0% LUMBER. TOP CHORD 2x4 SP No.2 SOT CHORD Zx4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at midpt 2-10.4-8.5-8.6-7 Ni recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. fib/size) 12=1011/0-8-0, 7=1011/Mechanical Max Ho¢ 12=413(LC 8) Max Uplift 12=371(LC 8), 7=-529(LC 8) Max Grav 12=1046(LC 13), 7=1109(LC 13) FORCES. fib) -Max.Comp./Max. Ten. -All forces 250(to) or less except when shown. TOP CHORD 1-2=1472/514, 2-3=950/340. 3-4=855/377, 4-13=5261264. 5-13=-526/264, 5-6-526/264, 1-12=968/391, 6-7=-1004/540 BOT CHORD 11-12=5521408, 10-11=758/1330, 9-10=413/796, 9.14=-0131796, 8-14=-413/796 WEBS 2-10=-642/411,4-10=-185/522,4-8=557/308,5-8=-336/238, 6-8=517/1026, 1-11=-209/929 NOTES- 1) Unbalanced roof live loads have been Considered forthis design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=6.OpsY BCDL=3.0psf; h=15ft; B=45ft; L=2611; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This Tmss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Refer to girders) for truss to truss Connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 371 Ib uplift at Joint 12 and 529 lb uplift at Joint 7. 9) This truss design requires that a minimum of 7/16'sWctural wood sheathing be applied directly to the top chord and %° gypsum sheetrock be applied directly to the bottom chord. J� QPQ..I N IIIIIIr lr'.. .� �.' CEN No 6818IZZ .sfill NA; E10S!, Joaquin Velaz PE No.68182 MITek USA Inc. FL Can 6834 6904 Parke East Blvd, Tampa FL 33610 Date: October 7,2015 ®WARNING -Verily design parameter and READ NOTES ON INS AND INCLUDED MITER REFERANCE PACE MIt-74]3 nv, rg7g.V1015 BEFORE USE. Design veld for use a* with Wake, connectors, This design Is based only uponparamelen shovm. and Is for an Individual building Component, not my a tmss system. Before use, the bugdng designermust vedfy the eppfcobillty of design parameters and property incorporate the, design Into the overall buildingdefign. Bracing Indicated is to prevent buckling ofinddviduaitmssweband/or chord member only. Addilonaitemporaryand permanent bracing M!Tek' Is aIwsh s required forstOb9lty and to prevent cola;%. Wth possible personal Inf W and properly damage. For general guidance regrading the tabdcation storage. Call erection and bracing of Busses and truss systems.see ANSVTFII Quality Crlterlo,DSO.89 and BMI Building Component Beall Parke Bart Blvd. Safetyinformotian ov table from Tmss Plate Institute,218 N. Lee SBeel. Suite 31Z Alexandra. VA 22314. Tampa, FL 33810 Job Truss Truss Type Ply Plates Residence rational29267 EolG Roofspadsl GBder joy 1 1 Job ere fiat East Coast Truss, Ft. Pierce. FL U946 T.640 a Sep 292015 MRek industries, Inc. Wed Od0714:53:442015 Pagel ID:w2tgSzl lgyZOdHVn5HazEyHUP5cjsrWJ804Jw00GSo5hKIZDSmazajREVu7enAGyVnf5 t-too s-e-o I to-.e-o I azto-o I t7ra ( xe-o-o 2n.aa elan ' 1-1D0 110a 5-0O 2-2-0 4$4 BdJI 541-a t-10-0 ' i; dial = 2x4 It 5x5 = 1x4 II axe = 3x4 = W II 3x4 = axis = 3x4 = 3x4 = 1.4 11 6xB = t-tPa i H iioo •soma i z-�a I 'o-so I 'o-ea i e.e.9 tn�oN.o oAa Scale a 1:09.9 Plate Offsets (X.V)- 14:0-5-4.0-2-01. f910-2-8.0-2-41 LOADING (psg SPACING- 2-0-0 C51. DEFL. In (loc) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.13 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 Sc 0.60 Vert(TL) -0.26 11-12 >906 180 SCULL 0.0 ' Rep Stress Ina NO WE 0.57 Hoa(TL) -0.01 11 n/a We BCDL 10.0 Code FBC2014rfP12007 (Matrix-M) Weight: 2221b FT a 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals, WEBS 20 SP ND.3 BOT CHORD Rigid Gelling directly applied or 10.0-0 oc bracing, Except: 6-0-0 oc bracing: 1-19,18-19. WEBS 1 Row at midpt 6-15, 6-12, 8-12, 10-11, 9-11 Was recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 15=127210-8-0, 11=70310-8-0. 19=54910-8-0 Max Here 19=466(LC 8) Max Uplift 15=840(LC 8), 11=368(LC 32), 19=417(LC 8) Max Grav 15=1272(LC 1), 11=813(LC 13), 19=550(LC 17) FORCES. (to) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=381/237, 34=-287/232, 4-5=-330/219, 55=256/246, 6-7=-499/162, 7-8=-419/181, 8-9=395/227 BOT CHORD 18-19=402/199, 14-15=-262/500, 13-14=262/500, 13-23=-262/500, 12-23=-262/500 WEBS 4-18=-367/305, 4-15=413/407, 6-15=-958/433, 2-19=474/311, 2-18=209/352, 9-12=-237/569,9-11-692/373 \\11111111 fill,7j NOTES- 1) Unbalanced roof live loads have been considered forthis design. ,\\\OP(;LUIN J ,• G E N S ••• �i� 2) Wind: ASCE 7-10; Vult=160mph (3-secand gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.CpsF h=15ft; B=45ft; L=32B; eave=4ft; Cat. II; ,%� �- F ••, Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and fight exposed ; porch left exposed; Lumber DOL=1.60 plate grip NO 68182 DOL-1.60 * : •: 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 DO bottom chord live load nonconcumant with any other live loads. x z 6) • This truss has been designed fora live load of 2D.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will •• E OF i1i fit between the bottom chord and any other members, with BCDL= 10.0psf. <[/ � '. P r'�Z•,�% 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 840 to uplift at Joint 15, 3681b uplift at Joint O R t 0 11 and 4171to uplift at joint 19. • e \ • ••• •(G� 8) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) device(s) be load(s)1201b down 5-8-0 %% NA1\\ or other connection shall provided sufficient to support concentrated and 117111 up at 411 B j11 on top chord, and 180 Ib down and 44 to up at 5.8-0 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. Joaquin Vele2 PE No.68182 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). MRek USA, Ina- FL Cart 6634 6904 Parke East Blvd, Tampa FL 33610 LOAD CASE(S) Standard Date: October 7,2015 uontinuea on Dane 2 ®WARNING -Verily design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 101XV1015 BEFORE USE. Design valid forum only with MdfedS connectors. Shia design 6 based any upon Parameters shown, and is for an Individual bugdmg component, not **�� M1 a Uunsystem. Before use. the bWdng designermust verity Site appgcabl0ty of tlesign parameters and pmpedy Mcorporale ihb design Nto the overaq buildingdesign.Bradngindicated d to prevent bucking of Individual truss vreband/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent cogapse Wlh possible personal injury and property damage. Forgeneral guidanceregarding the fabrication, storage, delivery. erection and bracing of Wsses and tests systems. see ANSVTPII Ouardy CM.A., DSB-99 and BCSI Bullding Component 6904 Parke East BIM. Safety information available homiruss Plata Institute. 218 N. Lee Stress. Suite 31Z Alexandria, VA 22314. Tampa, FL 33510 Job Truss Truss Type Oty Piy Flchere Resider TJ500321 292137 E01G Roof Special Glider 1 1 Job Reference (optional) hamutrasl Innis, Ft. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(pli) Vert: 1-3=60, 3-4=-60, 4-8=-60, 8-9=-60, 9-10=-60, 11-20=-20 Concentrated Loads (lb) Vert: 3=28(8) 18=18(B) 7.640s5ep292015MTeklndue1mies,Im, Wed0d0714:53:442015 Page2 ID:wZtgBzl lgyZQOHypSHezEyliUP-SysrV WBD4JwOOGSo5hKIZDSmaza]REVu?enAGyVn15 ®WARNING-Vrfty desl a .met. end READ NOTES ON MS AND INCLUDED ANTEK AEFERANCE PAGE NO-7470 nov. IM"015 BEFORE USE Design vafd for use onb Wih Wei® connectors. Th6 design Is based only upon paromelem shown. and is loran Individual buikfing component, not a puss system. Before use. the building designer must vent, the oppk.bilty ofd.ign Parameters and properly lncomorate this design We the overall bulldingdesign. BrodngIndicated! lstoprevenlbuckfngofindNiduoltruss vreband/or chord members any. Additional temporary and permanent bracing WOW Is alvays regulred for stabEN and to prevent collopsewtth passible personal lnNiy and property damage. Forgermaiguldonceregardingthe fabrication.storage, deliver,,. erection and bracing of trusses and truss syatemx see ANSUIH Quality Waste,DSB-Bp and BC51 Bulding Component 6904 Parke East BIM. Safely lnformolion available ham inas Plate Institute, 218 N. Lea Street. 5u9e3l2Aiekandno,VA22314. Temps, FL 33610 Job Truss TrussType Oty Ply Fiches Residence nsoo3zz 28267 E02 Roaf Spaded 1 1 Job Reference foofonall East Coast Truss, FL Pierce, FL 34946 7.640 is Sep 29 2015 Wfek Industries, Inc. Wed Oral 07 14:53:45 2015 Paget ID:wZlg8zl lGyZOtlHYnSHazEyINP-ZaHE3uXmzORnOAreMOCZHm110 MASuFe7MLjiyVn(4 t-ta-0 7-0-0 t'1bt1 tB.4p iW 1W it H ao slop I s.o-o I aao I asa 11aa I lo-o i 4x4 = Sx5 = Seale = 168.9 17 16 t07, 13 u n 11 m a 10 led I 44 = 314 = 3x4 = See = 14 3x4 = 3x4 = 3x4 = 1-te-0 t-0-0 5100 SW a aiL 64A B-0-0 id0 11LL0 Plate Offsets (X.Y)— 13:0-5-4.0-2-01.18:0-2-8.0-2-41 112:0-1-12.0-1-81 LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.06 16-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(rL) -0.11 11-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES We 0.52 Hoa(TL) -0.02 10 n/a We BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 2251b FT=0 LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end Verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpl 5-11, 7-11. 9-10. 8-10 MTek recommends that Stabilizers and required crass bracing be installed during truss erection, In accordance with Stabilizer Installation guide, REACTIONS. (Its/size) 14=1276/0.8-0, 10=714/0-8-0, 17-524f0-8-0 Max Horz 17=466(LC 8) Max Upliff 14=807(LC 8), 10=-375(LC 8), 17--423(LC 8) Max Gran, 14=1276(LC 1), 10=802(LC 13), 17=524(LC 17) FORCES. (Ib)-Max. CompJMax.Ten. -All forces 250 Ira) or less except when shown. TOP CHORD 2-3=-308/200, 4-5=.569/137, 5-6=-394/172, 6-7=311/192, 7-8=-297/234 BOT CHORD 16-17=.502/265, 15-16=-477/205, 14-15=477/205, 12-13=-284/556, 12-21=284/556, 11-21=-284/556 WEBS 3-14=-448/549, 4-14=-918/411, 4-13=250P14, 5-11=341/218, 2-17-4311275, 8-11=232/618, 8-10=707/305 NOTES- 1) Unbalanced roof live (Dads have been considered for this design. 2) Wind: ASCE 7.10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf, BCDL=3.Ops1; h=15ft; B=45ft; L=3211; eave=oft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will M between the bottom chord and any other members, with BCDL=10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8071to uplift at joint 14, 375111 uplift at joint 10 and 4231b uplift at joint 17. 8) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to tha top chord and W gypsum sheetrock be applied directly to the bottom chord, `,III1111111E//j, %% PQUIN VFW 4G No 68182 O: E OF i� :oRtQPC?���. it, ONA' �ctil,'l11111 �. Joaquin Vela PE No.68182 MRek USA, Inc. FL Cert 6634 6904 Parka East Blvd. Tampa R.33610 Date: October7,2015 ®WARNING. VNllydulpn Yammerersand READNOrES ON MSANDINCLUDEDOMKREFERANCEPAGEafll-7Mnv, IATWofSBEFOis USE. Design valid for use only Win NdekO connector. This design is based a* upon porcmelcrs shown. and a for an individual building component, not a truss system Before use, the budding designer must very, the appdcabldfy of design parameters and properly iecvmorote this design Into the overall buildingdesign. Brocingindicote%topmventbuckdngofindMduollmssweband/orchordmembersonik Addlllonaltemporary and permanent bracing MiTek' Is always required for stabdily and to Prevent collapse with possible personal inWry and preperly damage. Porgeneml guldonceregarding the fabrication, storage, dervery. erection and bracing of hussies and fuss veleme see ANSI/tell Quality OMeriu.DSB-89 and BCSI Building Component 69W Parke Fan Blvd. Santry Informallon available from Truss Plate institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa. FL 33810 Job Truss Truss Type Oty Ply R.N. Residence 77500323 29267 E03 Roorspedal 1 1 Job Reference footlonall I te51 ...SUNK el. ✓Zeros, I-L JG O 7,640 a Sep 292015 WOK lnau9ne], Inc WOO Oa 07 14:53:462015 Page ID:WZtgBzl NYZOdHYnSHazEylfUP-2mGEVOkhaeeKOmWoq_Ig3OeOBL9nMJ7uF9yVnf3 1.1a-0 a.tta I ne-0 17non 20-9-0 2tJH I slaw 11-1D0 }t-i 4R-9 }2-0 7.114 8.14 LOADING (pso TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 S di = 18 17 . 15 .. — — " •• P 3x4 = 3x4 = 1.160 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]nor YES Code FBC2014/rP12007 W = 3x4 = Bx8 = CSI. TC 0.40 BC 0.58 WB 0.49 (Matrix-S) REACTIONS. (III/size) 15=1372/0-8-0, 18=477/0-8-0, 11-665/(-8-0 Max Hoe 18=466(LC 8) Max Uplift15=908(LC 8), 18=-376(LC 8), ll=-333(LC 8) Max Grew 15=1372(LC 1), 18=480(LC 17). 11=771(LC 13) 3x4 = 3x4 = 3x4 = 3x4 = Scale = 1:74.6 DEFL. in (loc) Wait Led PLATES GRIP Vert(LL) 0.16 17-18 >840 240 MT20 244/190 Verl(TL) -0.2411-12 >915 180 Horz(TL) -0.01 11 n/a n1a Weight: 2241b FT-0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpl 7-12, 10-11. 9-11, 7-14 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, FORCES. f1g) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 4-5=269/376, 5-6=269/376, 6-7=389/34, 7-8=-434/189, 8-9=-358/219 BOT CHORD 17-18=-494/234, 16-17=-268/36, 15-16=268/36, 14-22=-214/447, 13-22=214/447, 13-23=-214/447, 12-23=-214/447, 12-24=101/252, 24-25=-101/252, 11-25=-101/252 WEBS 3-17=279/267, 4-17=350/300, 4-15=542/625, 6-15=891/362, 9-12=142/493, 3-18=-288/31, 9-11=640/263, 6-14=171/539, 7-14=334/190 NOTES- 1) Unbalanced met live loads have been Considered for this design. 2) W4nd: ASCE 7-10: Vuh=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf, BCDL=3,Opsf; h=15ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left exposed: Lumber DOL=1.60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Ops1 on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members, with BCDL = I0.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 908 lb uplift at joint 15, 3761b uplift at joint 18 and 333 lb uplift at joint 11. 8) This truss design requires that a minimum of 7/16'sWctural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. �**`0OUN rV r��4 ;�`� )�-,\GENSFFl���: i No 6818Er YONAI-S00"• rEnrnmv� Joaquin Velez PE No.68182 Mifiek USA, Inc. FL Cell 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 7,2015 ®WARNING - ywlly design parameters and READ NOTES ON MS AND INCLUDED Nm5K REFERANCE PAGE MII.7473 ray. IWOOGO15 BEFORE USE. • Design valid form onry with NUTeLO Connectors. Its design b based onry upon parameters shown, and is loran Individual building component, not o buss system. Before use. the bWdng designer must vedfy the appOcalarty of design parameters and properly incorporate the design into the overall fFE buldingdesign. Brocinglndicated b to prevent bucking ofindividual Wnsweband/orchord members only. Additional temporary and pem,onent bracing Miiek' b always required for stabliry and to prevent collapse with possible personal WW and property damage. Forgenemlguidgnceregardingthe fabrication stereos, delivery, erection antl bracing of trusses and INss systems. see ANSIRPI I Dually Ontario, DSO.89 and 1101 Building Component 69N Parka East Blvd. Salafylnonnallon available from Truss Plate Institute,218 N. Lee Sheet. Suite 31z Alexandria. VA=14. Tampa, FL 33810 Job Truss Truss Type Cry Ply Fichera Residence T 500326 29267 E06 Raal Spedal 1 1 BnfR O ti East Coast Tni Ft. Pierce, FL 34946 7.660 a Sep 292015 MRekIndustries, Inc Wed Od 07 14:53:47 2015 Pagel I D:wZtgBzl lgyZDdHYrrSHazEylrUP-W BP7UaZOV7NFU71 UDE1 MBruyoy2w)7xbzsRnbyVnf2 1-Ion e.e-16 I 11A-0 16-6-0 21-pa I �N1 l also rt-16a 411-td d-163 9-0-0 S1-0 S1-0 0.8-0 � 5x6 = 16 16 14 13 22 23 12 11 Z4 25 10 3z4 = 1x4 II 44 = 31 = 3x4 = 3.1 = 14 = 0y 6x8 = 1b-0 411-11 0.16i 16 0.3-0 6-1-a &&0 O4D Santa =1:73.6 Plate Offsets (X Y)— 14:0-2-8.0-2-41 LOADING(pso SPACING. 2-0-0 CSI. DEFL. In (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.35 10-11 >630 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) .0.63 10-11 >355 180 BCLL 0.0 ' Rep Stress Ina YES WG 0.82 Horz(TL) .0.01 10 n/a Na BCDL 10.0 Cade FBC2014rrP12007 (Matrix-S) Weight: 2221b FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP ND.1 'Except' 12-14: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. fib/size) 10=6361 16=430/0-8.0, 13=144B/0-8-0 Max Horz 16=466(LC 8) Max Uplift 10=313(LC 8), 16=-342(LC 8), 13=-962(LC 8) Max Grant 10=755(LC 13), 16=433(LC 17), 13-1448(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at micipt 7-11, 9.10, 8-10 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ulde. FORCES. (Ib) -Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 4-5=-226/342, 5-20=226/342, 20-21=-226/342, 6-21=226/342, 6-7=-492/101, 7-8=-511/262 BOT CHORD 15-16=-427/256 WEBS 6-11=-91/363, 7-11=-3901301, B-11=175/529, 8-10=556/243, 2-16=-346/225, 3-15=-367/291,4-13=.501/529,4-15=-634/491, 6-13=838/342 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=6.Ops1; BCDL=3.Opsh h=158; 8=45ft; L=3211; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional): cantilever left and fight exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree notation about Its center. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads. 6)' This truss has been designed for a live load of 20.0ps1 on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 313 to uplift at joint 10, 3421b uplift at joint 16 and 962 Ib uplift at joint 13. 8) This truss design requires that a minimum of 7116'structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. PQUIN fV... pi No 68182 Z Sir: E OF :*� V's�11 ONA�'�`�`,,, Joaquin Velez PE No.68182 Mtrek USA, Inc. FL Cart 6534 6904 Parke East Blvd. Tampa FL 33610 Dale: October 7,2015 ® WARNING - Ven ry desom p aram elan and READ NOTES ON THIS AND INCLUDED MMISK REFERANCE PAGE Mil-7473 ran. I MM015 BEFORE USE. Design valid foruse onNwvth Mliekmconneolors. Th6 design a based only upon parameters shown, and is loran individual burning comPoneal. not a truss system Before use. the building designer must venty the app0cabiBN ofdesen pemmelers and properly incorporate the design into the overall building design. Bracing Indicated istoprevent buckfngofindlNduallmssweband/or chord members only. Additional temporary and pennanenibracing MiTek' b abvays requited for slablily and to prevent colopse with possible personal friary and property damage. For general guldance regarding the fabrication, storage. delivery, erection and bracing of trusses and less systems.see ANSIFPll puady Creeds,DSB-89 and SCSI Building Component 6904 Parke East BNd. Safety Information availablefrom Truss Plate Institute,21e N. tee Street. Suite 31Z Alexandria. VA 22314. Tampa, FL 33610 .IGb Truss Twss Type oft, Ply Fiches Resldence 1 nsoo3zs 29267 E05 ROaf Spacial 1 Job Reference 1 is East Case Truss, Ft. Pleura, FL 34946 7.640 s Sep 29 2015 MRek industries, Inc. Wed Od W 14:53A82015 Pagel ID:w2AgBzl KjyZOdHYn5HazEyINP-NzNhWZeGJQMIdZDlxmGV PN51CH3fCm4pdc?K1 yVm1 5_1-> 135-0 19-8-0 n-sa za.lao 3t41-0 �Dor s1-i I eaa I sea I a1a I a1a I 4aa ' Sx6 = 3x4 =1x4 I 4.4 = 3x4 = 3x4 = 3x8 = 3x4 = 6x8 = 3x4 = W" iaa awl 1wa )iz-ol 1wa a-1a I e-so 04.0 Scale =1.74.7 Plate Oftsets(X.Y1— f6:0-2-8.0.2-41 LOADING(psf) SPACING. 2-0-0 CSI. DEFL. In (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(L-) -0.28 11-12 -8132 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 SC 0.82 Vert(TL) -0.52 11-12 >431 180 BCLL 0.0 ' Rep Stress Ina YES WE 0.66 Horz(TL) -0.01 11 n/a n/a BCDL 10.0 Code FBC2014TPI2007 (Matrix-S) Weight: 236111 FIT =0 LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. fib/size) 15=1368/0-8-0, 11=666/0.8-0, 18=480/0-8-0 Max Hoa 18=466(LC 8) Max Uplift 15=955(1_C 8), 11=-316(LC 8), 18=-347(LC 8) Max Grav 15=1368(LC 1), 11=755(LC 13), 18=481(LC 17) FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3-2741128, 3-4=-2741247, 4.5=.257/312, 6-22=-361/53, 22-23=-361/53, 7.23=361/53, 7-8=-475/139, 8.9=463/261 BOT CHORD 17-18=425/251, 16-17=430/189, 15-16=430/189, 13-14=-1551376, 12-13-1551376 WEBS 3-15=425/545, 6-14=.259/680, 7-14=-499/253, 8-12=297/224, &12=186/536, 9-11=5681243. 2-18=3941223, 5-15=-373/283, 6.15=7091304 Structural wood sheathing directly applied, except end verticals Rigid ceiling directly applied. 1 Row at midpl 8-12, 10-11, 9-11 MiTek recemmends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auIda_ NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsh BCDL=3,0psf; h=15ft; B=45ft; L=32ft; eave=oft; Cat. II; Exit C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 5) This truss has been designed for a 10.0 psf bottom chord live load noncancumenl with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10,0psf. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 955 lb uplift at joint 15, 316lb uplift at Joint 11 and 347 Ib uplift at Joint 18. 8) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. P(�U IN J.' LENS No 68182 E OF O R p �j��`• rftONA, E 0 IIIIIIIJoaquin Velez PE No.68182 MRek USA, Ina. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date; October 7,2015 ®WARNING -Wally dealpn parameters and READ NOTES ON THIS AND INCLUDED MITEK AEFERANCE PAGE MII-T47O rev. 1(vOL20f5 BEFORE USE. Design vard far use any With NiTaig) ran .lon. This dedgn b based only upon poramelen shovm, and is for on individual building component. not ��• a buss system Before use. the buildng designer must very the appllcabON of design parameters and pmcedy Incorporate this design into the overall builcingdesign. Brochg Indicated Is to buckling of Iruchidual twetwelecr,dIa chord members ony,Addlanoltemporaryand bracing MiTek' prevent permanent Is always required for stabllity and to Prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage. d0mry, erection and bracing of fusses and truss witems. see ANSI/TPII Duality Craeda,D5S-59 and SCSI Burglar, Component 69N Pafxe Ease BIM. Safety Information avamble from Truss Plate Institute, 218 N. Lee Street Suite 31Z Alexandra, VA 22314. Tampa, FL 33610 Job Truss Truss Type cry Ply Fiches Resldenca T]50032fi 29267 EW RWSpedal 1 1 Job Reference, footional) East Coast Trues, Ft. Ploys, FL U946 T640aSap292015Mneklndustrias, Inc. Wed Oo0714:53:492015 Paget ID:wZtgBzllgyZOdHYN5HazEyffUP.=IuGaGlcyDVn8ObeHVSmLHbiVOi4E2GLYsUyVnfO t.tm 7.tta seam tun zoen zatoa ales ' 1-160 &1-] i F10.9 i z4ao sae i aze sea t 4x4 = 17 16 a 14 u ea 'a 12 Ce 11 vo 10 3x4 = 1.4 It 4x4 = 3x4 = 3x4 = 3xe = 2x4 II 1-tpa 6, = 3x4 = ' ia�o o-ri I �iius 1 oleo 1 'uoa 1 Scale-1.74.2 Plate Offsets (X.Y)— 16:0-2-8.0-2-41 LOA13ING(psf) SPACING. 2-0-0 CSL DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.34 Vert(LL) -0.11 12-14 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.21 12-14 >999 180 BOLL 0.0 ' Rep Stress Ina YES INS 0.40 Hom(TL) -0.01 10 n/a n/a BCDL 10.0 Code FBC2014rTP12007 (Matrix-S) Weight: 2281b FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt SA4, 7-11, 8-11, 9-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14=1326/0-8-0, 10=682/0.8-0, 17=5C6/0-e-0 Max Holz 17=466(LC 8) Max Uplift 14=910(1_13 8), 10=-332(LC 8), 17=-375(LC 6) Max Grav 14=1326(LC 13), 10=775(LC 13). 17=511(LC 17) FORCES. (lb) -Max. CompJMax.Ten.-All forces 250(lb) or less except when shown, TOP CHORD 2-3=286/111, 6-21-437/150, 7-21=437/150, 7-8=-358/171, 8-9=316/181, 9-10=687/341 BOT CHORD 16-17=496/273, 15-16=-404/185, 14-15=404/185, 12-24=-197/480, 11-24=197/480 WEBS 3-14=-418/534, 6-14=758/336, 6-12=.163/542, 7-12=273/190, 7-11=3571159, 9A1=2141570. 2-17=-412/222, 5-14=.260/204 NOTES- 1) Unbalanced roof live loads have been considered for Nis design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantileverieft and fight exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 ps1 bottom chord live load nonconcumanl with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Ops1. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9101b uplift at joint 14, 332 lb uplift at joint 10 and 375 to uplift at joint 17. 8) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and'h' gypsum sheetrock be applied directly to the bottom chord. 1111111111111/1,, PQ0I N E N No 68182 0: E OF 0 R IV..' ONA; Joaquin Velez PE No.68182 Mfrek USA Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date; October7,2015 ®WARNING- Vadtydesignparamerars and REAO NOTES ON TMS AND INCLUDEDIATEKFEFERANOEPADEMS-7473 m. 10/O2R0156EFONE USE. Deslgn void for use only with MneklD oannecton. This tlesign 8 based any upon psnamelersmsvm. and is for an indVdval 1,01 gcomponent. not � a Imes system. Before use. the budding designer must verify the applicability of design parameters and property Incorporate the design into the overall builtlingdeslgn. Bracing Ind caled6toprevent buckling ofIndividual truss v,eband/or chord members only. Additeraltemporary and permanent bradng MiTek' Is always requhed tar slablity and to prevent collapse with posvbls personal injury and property damage, For general guidance regarding the fabrication, storage. delivery, erection and amino of Worst and truss systems. see ANSIpPII Costly Critedo.DSS-89 and BCSl Building Component Fact Parka East BNtl. Safety Information available from➢use Plots Institute.218 N. Lae Street, Sulle 31Z Alexandria. VA M14. Tampa, FL 33610 Job Tmss Truss Type Cy Ply planes Residence nsoa3zJ 29267 En'Roof Special 1 1 b Reference East Coast Truss, ft. Pierce, FL N945 7.640 s Sep 292015 MRek lndartles, Inc. Wed Oct 07 14:53:502015 Pagel ID wZtgBzl KjyZOdHYmSHazEyIfUP-wm476cbvow446xjc9Mok_gTOJ7y774eNHwS60wyVnf7 1-10.0 t3.9 J-J Lao 0.1-1 4-10.0 5-0-0 42-0 4-0-0 54 = 17 16 'a 14 13 14 z1 11 14 ea 1E 3x4 = 1.4 II 4x4 = 3x4 = 3x4 = 3x4 3x9 = 3z4 = 54 = t-10.0 a.4.o a.sne nxn 22X +fee 'lea IF sea I rasa I aloes I saes I 61p9 ' o ao Scale=1:74.7 Plate Offsets (X.Y)- 16:0-5-4.0-2-01 I14:0-2-8 0-3-01 LOADING (par) SPACING. 2-0-0 CSI. DEFL. in (too) Vdeg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.29 10-11 >756 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 Sc 0.85 Vert(TL) .0.56 10-11 >400 180 BCLL 0.0 ' Rep Stress Inv YES WB 0.83 Horz(TL) -0.01 10 n/a Na BCDL 10.0 Code FBC20147rP12007 (Matrix-S) Weight: 2321b FT=0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/Size) 14=1270/0.8.0, 10-703/0-8-0, 17=541/0-8.0 Max HDTZ 17=466(LC 8) Max Upliftl4=898(1-C 8), 10=337(LC 8), 17=-382(LC 8) Max Grant 14=1270(LC 1). 10=803(LC 13), 17=541(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpl 6-13, 7-11, 9-10, 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation ulde FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2.3=357/134, 5-6=-402/125, 6-7=432/186, 7-8=5211283 BOT CHORD 16-17=-455/260, 15-16=-452/268, 14-15=452/26B, 12-13=146/343, 12-21=-146/343, 11-21=146/343, 11-22=-103/251, 22-23=103/251. 10-23=-103/251 WEBS 3-14=-407/522,5.14=.997/522,5-13=-207/571, 6-13=373/202, 6-11=-62/306, 7-11=-472/304,8-11=215/603, 8-10=-617/268, 2-17=450/246 NOTES- 1) Unbalanced root live loads have been Considered for this design. 2) Wrl ASCE 7-10; Vult=160mph (3-second gust) Vasd=124ri TCDL=6.Ops1; BCDL=3.Opsf, h=15ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water pending, 4) Plates checked for a plus or minus 0 degree rotation about Its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 898 lb uplift at joint 14, 3371b uplift at joint 10 and 382 lb uplift at joint 17. 8) This truss design requires that a minimum of 7116'structural wood sheathing be applied directly to the top chord and 'IV gypsum sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date; October 7,2015 ®WARNING- Velly daslga panmeran and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1,1I474r3 rev. 1010.M2015 BEFORE USE. Design.11d for use only With ALTekO connectors. This design Is based only upon parameters shown. and is for an hdvlducl building component, not a truss slatem. Before use. the building designer must very the appfcabi0ty of design parameters and properly hco,perale this design into the overall i buildIngderOn. BracinghdkatedlstopreventbuckMgolindNIdualtms band/orchordmembenonty. Additional tempomryand permanent bracing MiTek' is alwoys required for stability and to prevent collapse with possible personal injury and property damage. For general guidance recording the fcbrcatlom storage, delivery. erection antl bracing of trusses and tress systems.see ANSI/IPll puoOy criteria,DSB-89 and B01 funding Component 69M Parke East Blvd. Safpylnfmmotlon avoliable homier Plate lrutllute.218 N. Lee Street. Suite 312 Alexandra. VA 22314. Tampa, FL 33610 Job Truss Truss Type Dty Ply Fillies Residence nsooa2e 29267 E08 Roo(Speclal 1 1 Job Reference (optional) East cases Truss, Ft. Pleme, FL 3 Wtt 7.640 a Sep 292015 Mies industries, Inc. Wed OU 07 14:53:52 2015 Paget ID:wZtgBzllgyZOdHYnSHazEyUUP.sSCuXHc9KKKoMFt GngC3FYs7pjzbOlgkEBCSpyVnez 1-too sloe '1-100' sso lb 3I1W I laA IaA 2ssI 2ad s 41 = 4,68 - 4x4 = B 22 21203x4 n 19 16 14 26 13 12 27 28 11 1.4 11 ZIA fic Bx8 = 4x4 = 3x4 = 3x4 5x5 = 3x4 = 1z4 II 2x4 II 3x8 = t-taa szn 1ao son t s+o ern aw so-p o-taa Scale=1:78.9 Plate Offsets (X.Y)- a A f7:0-5-0.0-2-01190.2-120-1-4111 oan Y0-2-80.2-12I f1T0-2-80-2-121121:0-2-80-0-81 LOADING (par) SPACING. 2-0-0 CSI. DEFL. In (loc) uden L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.11 11-12 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Ven(TL) -0.21 11-12 >999 180 BCLL 0.0 • Rep Suess Ina YES WB 0.67 Hoa(TL) 0.04 11 are n/a BCDL 10.0 Code FBC20141TPI2007 (Matrix-S) Weight: 2561b FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 18-20,5-16: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. fib/size) 11=963/0-8-0, 22=294/0-8-0, 21=1256/0.8-0 Max Hom 22=466(LC 8) Max Uplift 11=506(LC 8), 22=272(LC 8), 21=-608(LC 8) Max Gmv 11=1061(LC 13), 22=295(LC 17). 21=1270(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Raw at midpt 6-14, 7-12, 8-12, 9-12, 10-11. 9-11 MTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installat u a FORCES. (Ib)- Max. COMPJMax. Ten. -All forces 250 fib) or less except when shown. TOP CHORD 3-4=881/368, 4-5=-797/394, 5.6=.878/504, 6-7=751/408, 7-8=-516/320, 8-9=-612/391 BOT CHORD 21-22=-339/147, 20-21-257/45, 17-18=358/170, 5-17=-282/225, 14-15=448/802, 14-26=-349/700, 13-26=349/700, 12-13=349/7CD, 12.27=.169/368,27.28=-169/368, 11-28=-169/368 WEBS 3-17=214/866, 15-17=403/743, 7-14=170/323, 7-12=313/213, 8-12=-041/295, 9-12=452/993, 9-11=-946/439,2-22=.261/186,19-21=1166/429,3-19=-1203/527 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.DpsF BCDL=3.0psf h=15ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; Encl., GCpI=0.18: MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 0t between the bottom chord and any other members, with BCDL=10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 506 lb uplift at joint 11, 2721b uplift at joint 22 and 608 lb uplift at joint 21. 8) This truss design requires that a minimum of 7116• structural wood sheathing be applied directly to the top chord and Y• gypsum sheetrock be applied directly to the bottom chord. 1111111111111111I PpUIN VFW �,,- Sir „ No� 68182 6904 Parke East Blvd. Date: October 7,2015 ®WARNING-V drdeakelanes.husasd READNOTES ON TIASANDINCLUDEDARMK REFERANCEPAGE14II.7473. 10103 0f5 BEFORE USE. Design valid tw use only with Wake, connectors. Thb design a based orw upon paraareters shown, and b for an Individual bulding component, not a truss system. Before use, the bullring dedgner must vasty the oppFcabaly of design parameters and property ncorporote this design into the overall buldingdeslgn. Bracing indicotetlbtoprevent bucknngofirdividualtrussvreband/or chord member; only. Additional tempora,and permanent bracing MiTek' Is alwaysrequeed for stability and to prevent collapse Win possible personal injury and property damage. For general guidance regarding the fabrication storage, delivery.erect'an and bracing of trusses and tress systems see ANSIfTFL Qualay Cdtetla,DSO.89 and BCSI BuNding Component 69N Parts Fast BW. Solotylnlormallon avalable eom Truss Plate Institute,216 N. lea Skeet, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Iwas Type Qty Ply Ficaera Residence T]566328 29267 EDO Hip 1 1 Job Reference (opt onall East Coast Truss, Ft. Plena, FL U946 7.6 OsSep292015MITeklnduaVles,Inc. Wed Oo0714:50:532015 Paget ID:wZtgBzllgyZQDHYT5HazEyBUP-KLmGkddn5rSfzPSBgULRCS427D6KKTipzuJm FyVney IJpy_ sloe x 1STa zve.D ]ran Alan !Nu. I W o-t —1 s1a I W I sn ~ sao 4x8 = 414 = ... r 11 21 2019— 15 14 13 " " 11 10 1x4 11 14214 = 6x6 = 4x4 = 3x4 = 3x4 = axis = 1x5 3x4 = 2x4 II 1x4 II 1-100 e-zu tan sod 1 a4a a-]-0 s.ta 5aa eau Scale=1:72.2 Plate Ottsets_(XY)— f7:0-5.40-2-01116,0-2-00-2-121 I2&0-2-80-0.81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.04 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.1013-14 >999 180 BCLL go ' Rep Stress Ina YES WB 0.68 Hom(TL) 0.03 10 Tire ma BCDL 10.0 Code FBC2014/7PI2007 (Matrix-S) Weight: 2461b FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP NO.2 *Except* 17-19.5-15: 2x4 SP N0.3 WEBS 2x4 SP No.3 REACTIONS. fib/size) 10=964/0-8-0, 21-297/0-8-0, 20=1254/0-8-0 Max Horn 21=466(LC 8) Max Uplift 10=506(LC 8). 21=-274(LC 8), 20=-606(LC 8) Max Grant 10=1076(LC 13), 21=298(LC 17), 20=1302(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at midpt 6-16.6-13.7-11.8-11,9-10 M7ek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Guide, FORCES. (to) -Max. Camp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 3-4=919/370, 45=-834/396, 5-6=929/522, 6-7=709/389, 7-8=-349/284, 8-9=-452/259, 9-10=989/514 BOT CHORD 20-21=-340/146, 19-20=-258/44, 16-17=-359/170, 5-16=-311/247, 14-25=-434/838, 13-25=434/838, 12-13=-287/637, 12-26=-287/637, 11-26=287/637 WEBS 3-16=-215/904, 14-16=390/765, 6-13=-396/286, 7-13=213/535, 7-11=-604/284, 9-11=-362/829, 2-21=-263/187, 18-20=-11961427. 3-18=-1234/525 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.OpsY BCDL=3,Opsf; h=15ft; 8=45ft; L=32111; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) • This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL=10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5061b uplift at joint 10, 274 Is uplift at joint 21 and 606111 uplift at joint 20. 8) This truss design requires that a minimum of 7116'sWctural wood sheathing be applied directly to the top chard and V gypsum sheetrock be applied directly to the bottom chord. OP'�G E N S�C�� N4OelONA 68182 OF R1�� Joaquin Vela PE No.68182 Date: October 7,2015 ®WARNING- Vedlydeegnpersmefers end READ NOTES ON TINS AND INCLUDEDALTEN REFERANCE PADEMII-]Q3 re, 1WOM015 BEFORE USE Dadgn valid for use orgy vrifh ALTekO mnnedon.INs tlasign b based oM/ upon paramafen shovm, antl Is loran Individual building component. not a truss system Before use, the buildng designermust warty the oppgcabrily of design Parameter and Properly Incorporate th& design into the overall bulldingdeslgn. Bracing Indicated to prevent bucking ofindNidualtruss wet, and/or chord members only. Additional temporary and pernanenibracing WOW Is allays required for stability and to prevent codapse with possible personal alury and property damage. forgenemlguldcnceregardingtha fabrication, storage, delivery, erection and bracing of busses and Imss systems.see ANSVIPII Quality Criletla, DSS-89 and BCSI Building Component 6904 Parka East Blvd. Safolylntormalion avaaoble from Truss Plate lnslitute,218 N. Lae Street, Suit. 311 Alexanddo. VA 22314. Tempe. FL 33610 Job Truss Truss Type Cry Ply Sahara Resident» T750D330 292-0] Eta Piggyback Base 2 1 ob e East Coast Tmss, Ft. Plerce, FL Us" 7.640 a Sep 292015 MITek lndusbles, Inc. Wed Od 07 14:53:55 2015 Pagel ID:wZtgBzl )gyZQdHYfr5HazEylfUP.Hju09JN dSiMDieZyvOvhtAG901XoLz6QCot27yVnew aloo taro 15341 I!ff i M f�zss I za? i31La ' 3.1Do e-e-s s.so aw itaG 1+o a7s 2J-7 1-10.0 6.00 12 x10MIBSHS 11 Bx8 M1aSH5 c 4x4 Sure I 4x4 = W =3x4 4x4 = 2.4 II 14 = fee II 3x4 2x4 II Za601 31E 3-19U eao sea arc ae- 3+o 7we I e-aa Style-1:75.7 Plate OOsets(XY)- 12�0-5-00-1-0113,0-4-00-0-121115:0-2-40-2-121 LOADING (pso SPACING- 2-0-0 CSI. DEFL. In (too) Vden Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(-L) -0.08 19-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.18 19-20 >999 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Ina NO WE 0.83 Harz(TL) 0.03 11 n/a n/a BCDL 10.0 Code FBC2014/rP12007 (Matrix-S) Weight: 248 to FT=0% LUMBER - TOP CHORD 2x4 SP No.2 -Except- 2-3: 2x6 SP SS BOT CHORD 2x4 SP No.2'Excep? 5-16,12-14: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural mod sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-20, 2-19, 3-19, 4-19, 4-15, 1-21, 1-20, 4-17 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (Ib/size) 21=1888/0-8-0, 11-1646/0-8-0, 10=280/0-8-0 Max Holz 21=-466(LC 8) Max Upli1121=1387(1_C 8), 11=848(LC 8), 10=-284(LC 8) Max Grav 21=2018(LC 14), 11=1667(LC 14), 10=2B2(LC 18) FORCES. (Ib)- Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=797/575, 2-25=1169/895, 25.26=.1169/895, 3-26=-1169/895, 3-4=-1321/927, 4-5=1335/903. 5-6=1234/770, 6-7=1318/745, 1-21=2005/1390 BOT CHORD 20-21=-249/465, 20-27=-136/820, 19-27=136/820, 18-19=395/1119, 18-28=-395/1119, 17-28=395/1119, 5-15=-321/260 WEBS 2-20=1461/1163, 2-19=6231943, 3-19=535/499, 15-17=317/1019, 7.15=491/1300, 1-20=1225/1819, 11-13-1555/681, 7-13=.1590/759, 8-10=-268/192 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vui1=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL-3,Opsf; hall 5ft; B=45ft; L=3211; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and fight exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water Dancing. 4) All plates are MT20 plates unless otherwise Indicated. 5) Plates checked for a plus or minus 0 degree rotation about Its center. 6) This truss has been designed for a 10.0 last bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1387 lb uplift at joint 21, 84816 uplift at joint 11 and 284 lb uplift at joint 10. 9) This truss design requires that a minimum of 711V structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 1) Dead +Roof Live (balancetl): Lumber Increase-1.25, Plate Increase=1.25 Continued on Dane 2 ,`�%OPQUIN rVF� No 68182 O: E OF i :��-- � MIT& USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 7,2015 ®WARNING• VedrydesimpararraBtersandltEADNOTES OMMSANDINCLUDED4 KREFERANCEPAOEMII-7473rev. j0]W,2016aEFOREUSE. Design valid foruse onNwith MLTek® connecloo.IDis dedgn tsbased onB7 upon parameters shown, and Is faron InCNdual building component. not a Wes system Before use. the building designer must verify the opp3mbTly of dl paamelers and properly lncomomte the design into the overall bulltlingdanign. Bracingindicoted41.prevenibuckingofindMdualWaswaband/orchordmembersonly. Additional temporaryand bracing MiTek- permanent Isolways requ9ed for stability and to prevent col1cpse Win possible personal unary and property damage, For general guidance regarding the fabrication, storage. derrvery. erection and bracing of trusses and truss systems.see ANSI/TPII great,Criteria, DSB.89 and SCSI Building Component 69U Parka Fast all Safety Informatlon available from Truss Plate lnditute.218 N. Lee Street, Suite 312 Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type 0ty Ply Dchera Radiance T 500]]0 29367 E10 Plppybark Base 2 1 i East Coast Truss, Ft. Pierce, FL 3494E LOAD CASE(S) Standard Uniform Loads (pill Vert: 1-2-60, 2-25=60, 25-26=-385, 3-26=-60, 3-9=60, 16-21=20, 14AS5 20, 12-22=20 7.64058ep29201511ITeklndusudes,lna. Wed Od0714:5]:552015 Paget ID:wZtgBzllgyZQdHVff5HazEyIfUP-Hju09JfidSiMDirZyvOvhtAG901XOLZODCot27yVnew ®WARNING- VMfy design Paremalan and READ No7E3 ON TWS AND INCLUDED 11117EK REFENANCE PAGE MII.7473 w 1wav 015 BEFORE USE Design valid for use a* with MTeM connectors. This design b based oMy upon parameters shown, and Is for an indlvidual balding component, nol m� o muss Wslem. Before use, the building designer must verify the applcabi0yoi design Parameters end property incorporate this design into the overoll buldingdeslgn. Bracing lndicaled is to prevent buckling of lndMdual two web and/or chard members ontl Additlonal temporary and Permanent bracing MiTek' Is oNvoys regumed for stability and to prevent co[lapsevdth possible personal injury and properly damage. For general guidance regarding the fabrication, Maage.delivery. erection and bracing of musses and trusssystems.see ANSI/fP]IQuaUlyCM.d.,DSB.89and BCSl Bolding Component 6904 Parke East MO. Safetylnlormatlon overlook, from Truss Plate lnstifute.218 N. Lee Sheet, Suite 312. Alexandre, VA 22314, Tampa, FL 33610 Job Truss Truss Type Oty Ply Fkhera R.ddenw nsoa331 I 29267 Ell Plggynack Base 4 1 Job Reference (optignsh East Coast Tnim FL Pierce, FL Mace 7,540 a Sep 292015 MITek Industries, Inc. Wed Old W 14:53:562015 Page ID:w7lgBzl lgyZQdHYrr5HmEyHUP-twSOM/gfOmgDgsBmVcvBE5iPN0_eXlgGfsYObayVnev }lap 1nAn 17-s.1 za<-z I zaao Is 110-0 8440 6.11-1 fi-11-1 5J-14 1-tOa x10M18SHS 1t 6.00 12 Bxe M165HS 2 19 20 3 15 14 L1 13 14 4[ ea 11 lu 9 4,6 II 4x4 = 3.a =3x4 = 3x4 = 3x4 = 3x4 = 4x4 = 31d0 Hu. 6H &. 6 Scala =1:73.0 Plate Offsets (X Y)- 12,0-5-0 0-1-01 f3:0-4-0 0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.93 Vert(LL) -0.28 10-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.6010-13 >5BB 180 M18SHS 2441190 BCLL 0.0 • Rep Stress Ina NO WB 0.99 HOrz(TL) 0.07 9 Na n/a BCDL 10.0 Code FBC20147rP12007 (Matrix-S) Weight: 2241b FT=0% LUMBER - TOP CHORD 2x4 SP No.2'Except' 2-3: 2x6 SP SS BOT CHORD 20 SP No.1 'Except' 11-12: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 15=2167/Mechanical, 9=1647/0-8-0 Max Harz 15=466(LC 8) Max Uplift 15=1018), 9=-662(LC 8) Max Grav 15=2331(LC 14). 9=1727(LC 14) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Raw at midpt 2.14, 2-13, 3-13, 4-13, IA 5, 1-14, 6-9 MTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer I st II is u de FORCES. (lb) - Max. CamPJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=909/439, 2-19=1483/745, 19.20=1483/745, 3-20=1483/745, 3-4=-1705/752, 4-5=2237/892, 5-6>2316/873, 1-15=2303/1041 BOTCHORD 14-15=-248/464, 14-21=0/908, 13-21=0/908, 12-13=-476/1808, 12-22=-476/1808, 22-23=-476/1808. 11-23=-47611808. 10A1=-476/1808, 9-10=-649/1953 WEBS 2-14=-1747/842,2-13-585/1350,3-13=-426/274,4-13=688/418,4-10=-69/352, 1-14=-881/2082, 6-9=2237/818,7-9=-302/246 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.Ops1; h=15ft; B=45ft; L=3211; save=oft; Cal. U; Exp C; Encl., GCpi=0,18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) The solid section o1 the plate is required to be placed over the splice line at joint(s) 11. 6) Plate(s) at joint(s) 2, 3, 5, 15, 12. 14, 13, 4, 10, 6, 1, 9, 7 and 8 checked for a plus or minus 0 degree rotation about its center. 7) Plate(s) at joint(s) 11 checked for a plus at minus 4 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 10) Refer to girder(s) for truss to truss connections. 11) Provide metal plate or equivalent at bearing(s) 15 to support reaction shown. 12) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1036 lb uplift at joint 15 and 662 to uplift at joint 9. 13) This truss design requires that a minimum of 7116' SWctural wood sheathing be applied directly to the top chord and %' gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Continued on pace 2 LOIN No 6818as O: E OF Joaquin Velez PE N0.68182 Miiak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL33610 Date: October7.2016 ® WARNING -Yard, des/gn paramarvs and READ NOTES ON THIS AND INCLUDED WMX REFERANCEPAOE MII.7473 W. IDAidaQ015 BEFORE USE. Design void for we only v9h Mi Connectors. ThIs design Is based any upon pommoters shown. and is for an Inalivi building Component, not my a two; system. Before use. the buedng designer must verity the appicablgty of design parameters and property Incorporate this design into the overall buildingdesign. Bracing Irdicoted is to prevent buckling of Ind'Mtlual Waweband/orchod members only. Additional temporary and peananentbratlng MiTek' Is aMoytrequked for stcblily and to prevent collapse with passible personal inlury and property damage. Forgeneralguldanceregardingthe slwage.delivery. erection and bracing of dosses and Imes systems.see ANSIRPII Gualey Cdfeda,D5B-B9 and BC5l Building Component fi904 Parka Seal Blvd. 5a1e4'Informailon avagabl.eo Truss Pl.lelmtidte.218N.Lee Slreel.S.,te3lZAI..a .,VA22314. Tampa, FL 33610 Job Truss, TrussTypo City PIy Flchera Residence T 600331 292e7 Ell Piggyback Base 4 1 o a East Coast These, Ft. Pierce, FL U946 LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-2=60, 2-19=60, 19-20=385, 3-20=60, 3-8=60, 15.16=20 1.6/0 a Sep 29 2015 Mines Industries, Inc Wed Od W 14:53:56 2015 Page 2 ID:wZtgBzl lqyZQdHYa5HnEyINP4wSOMfgfOmgDgsBmVcv8E5iPNQ_exigGfsYObayVnev ®WARNWO- Vedlydesrampanmere. and READ NOTES ON THIS McHYCLUDED AVTERREFERANCEPAOEMI9J493 rw. renewals BEFORE USE. Oedgn wild for use only with lNi connectors. This design boded only upon parameters shown. end is for on Individual building component, not �R a tmss system. Before use, the building designer must verity the applcablity, of design parameters and propeM Incorporate this design Into the overall building deign. Bracing indicated B to prevent buckling of individual two web and/or chard members any. Addtlonal temporary and permanent bracing MITOW isaM,ays required for stability and to prevent collapse with possible personal whirs' and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of hoaxes and hues lolled,, see ANSI/11`I1 Quality Criteria, D59.69 and 1101 Building Component 69M Parka East Blvd, Safety Information available from Thus Plate Institute. 218 N. Lee Sheet, Suite 31 Z Alexandria, VA 22314. Tampa, FL 33810 Job Tmss Truss Type City Ply Pickens Residence T7500332 29267 E12 Hip 1 1 b Referenco East Coast They, Ft. Pierce, FL 34946 7.640 s Sap 292015 MDek Industries. Inc. Wed Oct 07 14:53:57 2015 ID:WZtgBzlKyZQdHYrr5HuEylfUP-D67na7gl94y4SOmy3KONmlFd9gK8GFNPu 4-0-8 10-3-8 1&9-3 212-13 31- OLI 4 a 630 6-5-11 84ri1 8-43 1E0 3xr 6.00112 4x8 = 4x4 = 3x6 II 3x4 = 3,® = 3x4 = 3x4 = 3x4 = 5x5 = 1� Scale=1:85.1 Plate Offsets(XY)- 12:0-5-40-2-01 f7,0.2-00-1-12119�0-2-40-2-121 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (Ice) Udell US PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Verl(LL) -0.33 10-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.63 10-13 >568 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.83 Hom(TL) 0.06 9 n/a n/a BCDL 10.0 Code FBC2014rrP12007 (Matrix-S) Weight: 2181b FT=0% LUMBER - TOP CHORD 2x4 SP ND.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 15=1185/Mechanical, 9-1294/0-8-0 Max Horz 15=490(LC 8) Max Uplift 15=597(LC 8). 9=-581(LC 8) Max Grav 15=1342(LC 14), 9-1390(LC 14) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at mltlpl 2-14, 2-13, 3-13, 4-13. 1-15. 6-9 M7ek recommends that Stabiezers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide, FORCES. (III) -Max. CompJMax. Ten. -AB forces 250 (lb) or less except when shown. TOP CHORD 1-2=531/278, 2-3=-870/490, 34=10251475, 4.5=-1677/676, 5-6=17481654, 6-7=414/230, 1-15=12621604, 7-9=468/351 BOT CHORD 15-16=-238/487, 14-16=-238/487, 14-17-0/551, 13-17=0/551, 12-13=195/1225, 12-18=-19511225, 11-18=-195/1225. 10-11=-195/1225, 9-10=424/1553 WEBS 2-14=-815/448,2-13=400/921,4-13=771/455,4-10=159/499,6-10=214/269, 1-14=-459/1085, 6-9=1533/467 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wird: ASCE 7-10; Vult=160mph (3-second gust) Vosd=124mph; TCDL=6.0psf, BCDL-3.Opsf; h=15ft; B=45ft; L=30ft; eave-4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads. 6)' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 597111 uplift at joint 15 and 581 Its uplift at joint 9. 9) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1%* gypsum sheetrock be applied directly to the bottom chord. %,P�G No 68182 0: SITE OF III It 0 NA flint it, Joaquin Velez PE No.68182 Mnek USA Inc. FL Cent 6634 6904 Parke East Blvd. Tampa R. 33610 Date; October 7,2015 AWARNIND-Verilydeelgsparamefers and RE4DNOTES ONTMSANDINCLUDEDN KREFERANCEPADEMII.7v3rev. 10/0=015BEFOREUSE. Design valid for use onNvnth M7e1sDcannectca.lh6 design 8 based any upon parameters shown. and Is for on IncrAdual building component, not a thssystem. Beforeuse. the building dedgnermustvedN the appilcab6N of design par metenand properly Ncorpomte the deegninlo the overall bullongdesign. Bracing indicated is to prevent buckling of lndvidual trus web and/orchord members only. Addllonaltempwaryandpennonent MDcing MiTek' Is cWay required for stablity, and to prevenl collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery. erection and bracing of trusses and truss system. see ANSIIPll duality Criteria,DSB-BP and BCSI Building Component 69U Parke East BIM, Safety Information available from Truss Plate Institute.218 N. Lee Sheet, Suite 31Z Alexandda. VA 22314. Tampa, FL 33610 Job Truss TN55 Type Gty Ply Filhere Residence T 500333 29267 E13 Hip 1 1 o tioa East Coast Truss, Ft. Pierce. FL U946 7.640 a Sap 29415 lure, Industries, Inc. Wed oat 07 14:53:68 2015 Pagel ID:wZtgBzl lgyZOdIYnSHuEyINP- IZ9nLh"N4x4AKedlxcJWogBEla?IMY6A1XfSyVnet 2-a8 7-2.0 12.3A 18-1.3 231a13 3040 24e 57-8 51.0 5311 SP11 6.1-3 6.00 12 54 = W II 4i8 = 2x4 Sx' = 3x8 = US = 54 = Sx5 = sae 7.2-o 12-38 zt.o-a I 3ao-D 2-0.8 Si-8 S1-B SSa 6a0 1; Scale = IS0.8 Plate Offsets (X.YI- r2:D-2-e a2-4t r4:a5-4 a2-0t r942-9 0-2-12t No 0-3-0 0-3-01 111 0-2-120-3-01 rl3*0-2-8 a2-121 LOADING(psf) SPACING. 2-0-0 CSI. DEFL. in (too) VdeB Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.23 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.49 10-11 >732 180 BCLL 0.0 ' Rep Stress ]nor YES WB 0.59 Hoa(TL) 0.06 9 We Na BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 2221b FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 13=1188/Mechanical, 9=1188/0-8-0 Max Horz 13=420(LC 8) Max Uplift 13=599(1-13 6), 9=-459(LC 8) Max Grav 13=1335(LC 14), 9=1304(LC 14) BRACING. TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Raw at micipt 2-12, 3-12, 4-12, 5-11, 1-13, 7-9. 2-13 MTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordanoe with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORE) 2-3-758/396, 3-4=-758/396, 4-5=-1195/517, 5-6=-1699/694, 6-7=-1818/665, 7.8-358/198, 8-9=-317/195 BOT CHORD 13-14=-62/341, 14-15=62/341, 12-15=-62/341, 12-16=57/941, 11-16-57/941, 11-17=-318/1341, 17-18=-31811341, 10-18=318/1341, 9-10=-514/1596 WEBS 2-12=-498/1150,3-12=-345/231,4-12=-823/288,4.11-265/755,5-11=-677/405, 5.10=-136/418,7.9-1634/513,2-13=-11981599 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10; Vult=160mph (3-sewnd gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.0psf; h=15ft; 3=4511; L=301t; eave=411; Cat. II; Exp C; Encl., GCpi=0,18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 Pat bottom chord live load nonconcument with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Refer to girder(s) for truss to truss connections. B) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5991b uplift at joint 13 and 4591b uplift at Joint 9. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. G No 68182 p: E OF "P.. 0 N Ahilfril; ?,O% Joaquin Velez PE ND.68182 MRek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa R. 33610 Date: October 7,2015 ®WARNING- Verfrydeslgnparzmeters end READ NOTES ON THIS AND INCLUDEDM/TEK REFERANCEPAGEMA-FM rev. lo/ MO15 BEFORE USE. Design valid for use only woh Nt,TekO connectors. The design u based only uponpammeters shown, and is foran Individual building component, not a truss system Before use. the building designer must verily the appilcobi ty oideck, parameters and property lncomarate the design Into the ovemn building design.Bracing Indicated A to prevent buckling of lndMdual true web and/or chord members only. Additional temporary and bracing MOW permanent 8cM ,s required for stebliN and to prevent collapse Wth possible demands Inhsy and properly cicerone. For general guidance regarding the fabrication. storage, delivery, erection and bracing of pusses and truss systems.see AN51/FPI1 BuclMy Crxeda,DSO.89 and SCSI BugdNg Component 69U Parke East BAN. Safety Information amiable from Fees Plate Institute,218 N. Lee Street. Suite 31Z Alexandra. VA 22314. Tampa,a 33610 Jab Truss Truss Type Off, Ply Fichera Residents T7500334 29267 E14 Roofaposiel 1 1Job Reference (optional) East Coast Truss, Ft. Plame, FL 34946 7.1-12 7-1-12 7-e-8 Sale=1:50.1 14 cc 5x5 = 4x8 = 8.00112 2 14 11 axe II axe = 3x4 = 3x4 = 3x4 = 4x4 = 4x6 II Tn-tz I 14se i zin a0 zs-e-a 7-1-tz 7-1nz TE-e aloe Plate Offsets (X.Y)-- 12:(0-2-8.0.3-41. 13:0-5-4 0-2-01, 17:Edae 0-3-81 LOADING (psf) SPACING- 2-0-0 C81. DEFL. in (lac) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.10 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.23 8-10 >999 180 BCLL 0.0 ' Rep Stress Ina YES We 0.46 Horz(TL) 0.04 7 me rife BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 194 lb FT-0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpl 1-13, 1-12, 2-12, 3-12, 5-10 Mffek recommends that Stabilizers and required gross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. fib/size) 13=1175/Mechanical, 7=1175/0-4-0 Max Horz 13=-409(LC 8) Max Uplift 13=593(LC 8). 7=-454(LC 8) Max Gran, 13=1 302(LC 14). 7-1239(LC 14) FORCES. (lb)-Max.Comp./Max. Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 1.13=-1161/608, 1-2=820/394, 2.14=-813/389, 3-14=813/389, 3-4=-1223/541, 4-5=1315/505, 5.6=1747/641, 6-7--1160/472 BOT CHORD 13-15=-143/404, 12-15=.143/404, 11-12=152/1014, 10.11=-152/1014, 9-10=-460/1466, 8-9=-460/1466, 7-8=1331265 WEBS 1-12=-625/1292,2-12=-474/333, 3-12=d98/274, 3-10=-164/537, 5-10=551/372, 6-8=33211215 NOTES. 1) Wind: ASCE 7-10: VuH=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL-3,Opsf; h=15ft; B=4511; L=30ft; eave=4ft; Cat. II; Exit C; EnCL, GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its Center. 4) This truss has been designed for a 10.0 prof bottom chord live load nonconcument with any other live loads. 5) • This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 6l between the bottom chord and any other members, with BCDL=10.0ps/. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5931to uplift at Joint 13 and 454 lb uplift at joint 7. 8) This truss design requires that a minimum of 7/16• structural wood sheathing be applied directly to the top chord and V gypsum sheebock be applied directly to the bottom chord. ac'EN9'-.. �. No 68182 p: E OF Joaquin Vein PE No.68182 Miiek USA, Inc. FL Coil 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 7,2015 AWARNING•Vadtyde gnpanmeleaandFEAONOTESONTNISANDINCLUDEDMITEKREFERANCEPAGEMII.7473mv.10,0220159EFOREUSE. Design volld form onlywth NNTeWconnectors, This design h based only upon pommelers shovm, and Is for an hallNdual building component, not a truss system Before use. the bu0ding deignermustverfy the appreciably of design parameters and properly Incorporate this design Into the overall fLy buiidingdesen. Bracing indicated is to prevent buckling ofIndivdualtrussweband/or chord members only, Additional temporary and Permanent bracing MtTek• Is allays required for stability and to prevent collapse wth possible personal in7ery and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and twos systems. sea ANSI IP11 OVaIIY Ontario. D59.89 and 11011 Component 69W Parke Fast BIW. Sofetylnlormation ovclable from Truss Plate Institute.218 N. Lee Street, Su8e 31Z Alexandra. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Fiches Readenca 500335 28267 E15 Roof Special 1 1 I East Coast Truo, Ft. Pleme, FL 34945 5-7.8 1940 7.640 8 6-3.8 2.4 11 3x4 = 5xS = = 1 2 13 3 14 15 4 4x4 6.00 (]2_ 7-1-0 Scala-1:51.9 5x5 = 54 = 3x8 = 3x4 = 44 = 4xe II Plate Ofs_e_ts(X.Y)-- 13:0-2-B.0.3-01.15:0-2-8.0-3-01.17:Edae0-3-81111:0-3-00-3-01112:0-2-8.0-2-121 LOADING (pso SPACING- 2-0-0 CSI. DEFL. In (too) Vden Lid PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.59 Vert(LL) -0.14 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.32 11-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Hoa(TL) 0.05 7 ma rda BCDL 10.0 Code FBC2014frP12007 (Matrix-S) Weight: 193111 FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 12=1175/Mechanical, 7=117510-4-0 Max Form 12-356(LC 8) Max Uplift 12=578(LC 8), 7=-469(LC 8) Max Grant 12=1269(LC 14). 7=1234(LC 14) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at midpt 1-12,2-12,3-11 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, FORCES. (Ib)-Max. CompdMax.Ten.-Allforces 250(Ib) or less except when shown. TOP CHORD 2-13=997/440, 3-13=-997/440, 3-14=-1226/607, 14-15=-1226/607, 4-15=1226/607, 4.5=1422/611, 5-6=1725/663, 6.7=1159/485 BOT CHORD 12-16=-47/757, 16-17=-47/757, 11-17=-07/757, 11-18=-192/1070, 18-19-192/1070, 10-19=-192/1070, 9-10=490/1454,8-9=490/1454 WEBS 2-12=-1267/612,2-11=-265/779,3-11=-456/325,4-10=<5/311, 5-10=408/295. 6-8=380/1239 NOTES- 1) Wind: ASCE 7-10; Vun=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf BCDL=3.OpsF h=15ft; B=45ft; L=30ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about 8s center. 4) This truss has been designed fora 10.0 ps1 bottom chord live load nonconcunentwith any other live loads. 5)' This truss has been designed fore live load of 20.Opsf on me bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL-10.Opsf. 6) Referto i irder(s) fortruss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 5781to uplift at joint 12 and 469111 uplift at joint 7. 8) This truss design requires that a minimum of 7116'structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. No 68182 E OF f�i01 t............ N AE 0 Joaquin Velez PE No.68182 MITek USA Ina. FL Cart 6634 6904 Parke East Blvd. Tampa R. 33610 Date: October 7,2015 ®WARNING-Vedly deslynpamenalera anOREAD NOTES ON WS AND INCLUDED 4BTEI( REFERANCE PAGE 01-7M hey. 10/032015 BEFORE USE Design valid for use onNwith NaTekO connectors. Ih6 design Is based only upon parameters shown, and is loran lndlvidual budding component, not ��- a fuss system across use. the bunoing designer must verfy the appdcoblBty of design parameters and properly Incorporate this design into the overall buldingdesign. Bracing indicaled4toprevent buckhgofLndivldualman weband/or chord members only. Addltlonaltemporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and embody damage. Forgeneml guidance regarding the fob4catlon. storage. delivery, erection and bracing of theses and Wes systems. see ANSVTPil Quality Craft, DSB•89 and Bat Bantling Component 69W parks East BNd. Salelylniormatlon avallable from Truss Plate lmillute.218 N. Lee Sheet. Suite 312, Alexandra. VA 22314. Tampa, FL 33510 Job Truss Truss Type Oty Ply Setters Residence T7500336 29267 E16 R..1 $pecial 1 1 In6 Re(eron(g (pp[plldl East Coast Toss, Ft.Pieme, R31946 6.7-0 6-M Seel.=1:51.6 3x4 II 3x4 = 5x5 as 6.00 12 4x4 = 5x6 = 3x4 = 3x4 = 34 It 3x8 = 4z4 = 3x4 = &3a I 18-3-9 l 0-0 211 54C8 610-0 Plate offsets IX Y)— r3:0-2-6 0-3-0t r11'0-1-1z O-l-8t r14 0-2-e 0-2-121 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (lot) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.18 12-14 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.44 12-14 -805 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.61 Hoa(TL) 0.06 8 n/a n/a BCDL 10.0 Code FBC2014rrP12007 (Matrix-S) Weight: 1821b FT=0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 14=1175/Mechanical, 8=1175/0-0-0 Max Hoe 14=302(LC 8) Max Uplift 14=564(LC 8), 8=482(LC 8) Max Grav 14=1241(LC 14), 8=1227(LC 14) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid telling directly applled. WEBS 1Row at midpt 2-14.3-10 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installationguide, FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-15=-1212/528, 3-15=-1212/528, 3-16=1328/652, 16-17=1328/652, 4-17=-1328/652, 4-5-1458/665, 5.6=1523/638, 6-7=1681/675, 7-8-1161/494 BOT CHORD 14-18=-163/950, 18-19=-163/950, 13-19=163/950, 12-13=163/950, 12-20=-330/1263, 20-21=-33011263. 11-21=330/1263, 10-11=-330/1263, 9-10=-519/1430 WEBS 2-14=-1344/643,2-12=-216/706, 3.12=-368/283, 4-10=-66/349, 7-9=449/1289 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exit C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) This truss has been designed for a 10.0 psf bottom chord live load non oncurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 564 Ib uplift at Joint 14 and 402 lb uplift at Joint S. 8) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and'/.' gypsum sheetrock be applied directly to the bottom chord. s IN P'�O ENS ,��� • No 68182• r(iE OF <U: �nnnn�� Joaquin Velez PE N0.68182 MITek USA, Inc. EL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 7,2015 Job Truss Truss Type Oty Ply Fichere Residence T]50033] 29267 E17 Roof Speclat 1 1 Job DeferDAfemnm factional) Lass coaA lNss, rL rrorce, FL`cvV. 3.4 = 1 1x4 I 3x4 = 3x8 = 2 15 3 4 16 17 6 912 54x4= 488 Scale =152.0 14 io 13 „ 11 9 8 3x6 II 3,18 =3x4 — 1.4 II 3x4 = 3z8 = 5x5 = &912 145-12 2438 298-0 I 1 -12 &60 4912 9.48 Plate Offsets (X Y)— 18�0-2-8 42-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deg LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.18 8-9 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.47 8-9 >750 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(TL) 0.07 8 We n/a BCDL 10.0 Code FBC2014/TPl2CD7 (Matrix-5) Weight: 17916 FT as0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS IRow at mical 4-13,4-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Insfoliatio uide REACTIONS. (ib/size) 14=1175/Mechanical, 8=1175/D-4-0 Max Horz 14=-248(LC 8) Max Uplift 14=553(LC 8), 8=-494(LC 8) Max Grav 14=1212(LC 14), 8=1207(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shaven. TOP CHORD 1-14=1112/566, 1-2=-1106/521, 2-15=-1106/521,3-15=-1106/521,3-4=-1106/521, 4-16=-1386/682, 16-17=-1386/682,5-17=1386/682,5-6=1573r/04,6-7=281/117, 7-8=251/136 BOT CHORD 12-13=501/1522, 12-19=-501/1522, 11-19=-501/1522, 11-20=-501/1522, 10-20=-501/1522, 9-10=501/1522, 8-9=-541/1328 WEBS 1-13=-677/1433, 2-13=-423/305,4-13=640/302, 4-11=01280, 4-9=360/138, 5-9=89/392, 6-8=-1430/634 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf; Ii 5ft; B=45ft; L=30ft; save=41t; Cm. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever leg and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water sanding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 Pat bottom chord live load nonwncurrem with any other live loads. 5) • This truss has been designed fora live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with SCOL=10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 553 Ito uplift at joint 14 and 494 lb uplift at joint 8. 8) This truss design requires that a minimum o17116" structural wood sheathing be applied directly to the top chord and V gypsum sheetrock be applied directly to the bottom chord. I N GENSF����'. No 68182 6904 Parke East Blvd. Tampa FL 33610 Date: October7,2015 ®WARNING- Vadrydaa9gnpammelemand READNOTES ON THIS AND INCLUDED Ali REFERANCE PAGE MY-7473 mv. 10y09/2915BEFOREUSE Designvalid foruse onlyvnth NUTeaconnectors.1hls design a based onlyupon pammetersshovm, andis for an individual building component. not e■ ��• a truss system. Before use, the building designermust,imify the appBcobility of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling ofindMdual thous web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse Wth possible personal injury and property damage. Forgenemiguidanceregarding the ParkeEastS fi904 Park a East Six, B fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUFPI1 QualtyCriteria, 05B -89 and BC5l Building Component Tam Pa 33610 eet, Suite 312, Alexandria, VA 22314. SafetyInm Tru formation available hoss Plate Institute.218 N. Lee Street, Job Truss Truss Type Qty Ply Ficnera Rasldanre T 500338 2B2a7 E18 Flat 1 1 w 'o Seal Coast Truss, FL Piena, FL UNS 3.4 II 13 5x5 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 7.640 a Sep 292015 MTek lnduaelaa. Inc We, yZQGHYn6HezEylfUPa3padikQzcbNZnew 29.8-0 7L 12 3x4 = 3x4 = 3x4 = 3x4 = Scale=151.8 3.4 It Sx5 = Plate Offsets (X Yl— 189-2-8 0-2-121 f13.0.2-8 0-2-121 LOADING (psf) SPACING- 2-D-0 CSI. DEFL. In (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) .0.23 8-10 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.60 11-13 >591 180 BCLL 0.0 Rep Stress Incr YES WB 0,69 Hom(TL) 0.09 8 n/a n/a BCDL 10.0 Code FBC2014rrP12007 (Matrix-S) Weight: 162 lb FT a 0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOTCHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 13=1175/Mechanical, 8=1175/0-4-0 Max Uplift 13=523(LC 8), 8=-523(LC 8) FORCES. (Ib)-Max. CompJMax.Ten.-All forces 250(lb) or less except when shown. TOP CHORD 2.3=1616/689, 3.14=1616/689, 4-14=1616/689, 4-15=-1616/689, 5-15=16161689, 5-6=-1616/689 BOT CHORD 12-13=649/1409, 11-12=.649/1409, 10-11=-834/1826, 9-10=-649/1409, 8-9=-649/1409 WEBS 2-13=-1623A58,2.11=.106/538,4.11=296/223,4-10=-296/223,6-10=-106/538, 6-8=1623/758 Structural wood sheathing directly applied, except end verticals Rigid ceiling directly applied. 1 Row at midpl 2-13. 6-8 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabillzer Installation r ide NOTES- 1) Wind: ASCE 7.10: Vuft=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf; h-1511; B=45ft; L=30ft; eave=4ft; Cat. 11; Exit C; Encl.. GCp1=0.18: MWFRS (directional); cantilever left and fight exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 5) • This truss has been designed for a live load of 20.Ops1 on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss wnnections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 523 lb uplift at joint 13 and 523 to uplift at joint 8. 8) This truss design requires that a minimum of 7/16• structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. No 68182 E OF :��� ;OR1pP �2% .,�i,fill pNA; I,p`� Joaquin Velez PE No.68182 Mink USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R.33610 Date: October 7,2016 ®WARNING- Verify start, P..of. and READ NOTES ON TWS AND INCLUDED MITEK REFERANCE PAGE 11947473 rev. 1NOZGO15SEFORE USE. Design valid for use only with MleAO connectors, ihh design Is boned onl9 upon parameters shovm, and is for an Individual building component. not a fmse system. Before use. the building designer must verity the app9cablity of design parameters and property incorporate this design Into the overall buidingdesign. Bracing Indicated is to prevent bucking of IndMtlual truss web and/or chord members only. Additional temporary and permanent bmdrg M!Tek' Is alwcys required for stabDty and to prevent collapse with possible personal ropey and property damage. For general guidance regarding the fabdcatbn,gorege,defiery.erectbnandbmcingofhusmsandtwsss lems.sea ANSI/IPII Quality CrXeria,DSO.89 and 8CSl Building Component 6904 Palle Fast SW. SafeWnfmmolion owitable from Truss Plate Institute. 218 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610 Jab Truss TN65Type Oty Ply Flchera Residence Ti500339 2926i E19G FIal Glydar 1 1 Job Reference (optional) casscaaw ire". rl. nerm. rL zvae B 4 5-t48 s10-8 so-4 Scale=154.3 NAILED NAILED NAILED NAILED 4x4 = 44 = NAILED NAILED 3x4 = NAILED NAILED see = NAILED NAILED 1.4 11 NAILED NAILED 3x4 = 411 = 1 14 15 2 16 17 19 1n 3 9n 91 91 91 4 94 15 9917 5s 7 II'i��lll-III!!11�111�111�//IIII�III�III�1•III�III�III�P/1 I I r r ` 111 I��I 1'�mlalalalalala�m�ii�lu�lu�ulla��nl�m�m�ii I I 13 12 11 -- - -- 10 -- - -- 9 -- - 8 3x6 II NAILED NAILED sire = NAILED NAILED 3x4 = NAILED NAILED 7x8 = NAILED NAILED 44 = NAILED 3x10 M18SHS II NAILED NAILED NAILED NAILED HUS26 NAILED _Plata Offsets (X.VI— 11:0-2-12.G-1-121 130-2-8 0-3-41 16'0-2-0 Ednel r100-2-12 0-3-01 f12,0-1-12 0-3-41 LOADING(psQ SPACING. 2-0-0 GEL DEFL. In (loc) I/deft Ltd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.91 Ven(LL) 0.36 10-11 >981 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Ven(TL) -0.48 10-11 >723 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 1.00 Hom(TL) 0.08 8 Na r1a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 1831b FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP NIO.2 *Except* 8-10: 2x6 SP ND.2 WEBS 2x4 SP No.3'Except' 1-13,7-8: 2x6 SP No.2 REACTIONS. (lb/size) 13=19D1/Mechanlcal,8=1318/0-4-0 Max Uplift 13=1343(LC 8), 8=1369(LC 8) Max Grant 13=2072(LC 28), 8=2021(LC 28) BRACING - TOP CHORD Structural wood sheathing directly applied or 2.5-12 oc purlins, except end verticals. BOT CHORD Rigid calling directly applied or 3.8-11 oc bracing. WEBS 1Row at midpt 1-12,7-9 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-1956/1335, 1-14=-2418/1553, 14-15=2418/1553, 2-15=-2418/1553, 2-16=.3806/2467, 16-17=.3806/2467, 17-18=3806/2467, 18-19=3806/2467, 3-19=-3806/2467, 3-20=-3833/2506, 20-21=3833/2506, 21-22=-3833/2506, 22-23=3833/2506, 4-23=-3833/2506, 4.24=-3855/2526, 24-25=3855/2526, 25-26=385512526, 26-27=-3855/2526, 5-27=3855/2526, 5-6=-2675/1801, 6-7=-2675/1801, 7-8=-1809/1229 BOT CHORD 12-30=.1654/2550, 30-31=-1654/2550, 31-32=-1654/2550, 11-32=165412550, 11-33=-2481/3822, 33-34=2481/3822, 34-35=248113822. 10-35=248113822, 10-36=18OV2674, 36.37=-1801/2675, 37-38=-180112676, 9-38=1801/2677 WEBS 1.12=-1857/2892,2-12=-1431/1086,2.11=-969/1498, 3-11=571/527, 4-10=584/531, 5-10=-859/1595, 5-9=-1331/843, 7-9=2092/3114 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-sewnd gust) Vasd=124mph; TCDL=6.Opsf,, BCDL-3.Ops1; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) All plates are MT20 plates unless otherwise Indicated. 4) Plates checked for a plus or minus 0 degree rotation about Its canter. 5) This truss has been designed for a 10.0 per bottom chord live load nonwncument with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1343 Is uplift at Joint 13 and 1369 Is uplift at Joint S. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Use Simpson Strong -Tie HUS26 (14-1gd Girder, 4-1 Od Truss, Single Ply Girder) or equivalent at 24-5-4 from the left end to connect truss(es) to back few of bottom chord. 11) Fill all nail holes where hanger Is in contact with lumber. �OPQUIN 1 VF.4,� J . �C E NSF•? No 68182 E OF "41t]�Z fill III Joaquin Velez PE No.68182 MITek USA, Inc. R. Cert B634 6904 Parke East Blvd. Tampa R.33610 Date; October7,2015 ® NAMING -VMfydaslgn paramafaraandREAD NOTES ON THIS AND INCLUDEDMITEK REFERANCEPAGE49F7M m. 1"VistISa£FORE Design valid for use only Wth9NTeM connectors. this design u based only upon parameters shown. and is for on Individual building component.not p■i�i■{�q` a buss system. Before use, the bueding designer must verity the appewbilty of design parameters and property Incorporate the design Info the overal bulding design. Bracing indicated B to prownt buckeng of indMdual trums cab and/or chord members only. AtlSllonal temporer, and brocir, MiTek' permanent Is aNwys required for stability and to prevent collapse Win possible personal lnlrxy and property damage. for general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss wstems, see ANSVRII DVaBIy CrBedu. D9B-89 and lial Buirding Component 6904 Parke East Blvd. Safety Information available M1am Truss Plate Institute.218 N. Lee Street. Suite 312 Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty PIy Fichara Residence T 500339 29�7 E19G flat Girder 1 1 Job Reference (optional) EaslCcaslTruss, Ft. Pierop, FL Us" 7.640 a Sep 292015Mmeklndusums, Inc. Wed0dm14:54:042015 Page2 ID;wZtgBzl lgyZOdWrr5FiazEylfUP-N5xO20mhVDr5o5olzl20Vn2mceiTPNORV6Urt5yVnen NOTES- 12) "NAILED" indicates 3-1 Dal (0.148"x3") or 3-12d (0.148"x3.25") toenails. For more details refer to MToVs ST-TOENAIL Detail. 13) In the LOAD CASE(S) section, loads applied to the face o1 the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pl1) Vert: 1-7=60, 8-13=20 Concentrated Loads (lb) Vert: 13=29(B) 1=-76(B) 14=76(B) 15=-76(8) 16=-76(B) 18=-76(8) 19=76(B) 20=76(8) 21=-76(B) 23=76(13) 24=-76(B) 25=76(1]) 27=76(13) 28=-29(B) 29=-29(B) 30=29(B) 31=29(13) 32=29(13) 33=29(B) 34=-29(B) 35=29(B) 36=-29(B) 37=29(B) 38=29(B) 39=181(B) 40=98(B) 41=98(B) AWARNING•Va yderigh parameters and READ NOTES ON MS ANDINCLUDED WTEK REFERANCE PACE MIS7473 rev. IW3dQ1S SEMPLE USE Design vafdfar use any vdihMill Connectors. The design B based only upanparameters shaven. and a for an Individual building component.not �R- a Imes system. Before use. the bolding designer must verify the appecability of design parameters and properly incorporate the design into the overall ■] buildingdeslgn. Bracing Indicated eto prevent bucker, otindidduol bussweband/orchordmembcrs onN.Addltionai temporary and permanent brodw MiTek' is aNmys mgvBed for stability and to prevent collapse wth Double personal vjW end property damage. For general guidance regarding the fabrlcatbn, stoscidelivery. erecfun and bmcing of busses and truss systems see ANSUTFII Quality Ghetto, DSB-89 and BCSl Building Component 6904 Parke East Blvd. Solely Information ovallablefrom Truss Plate Institute.218 N. Lee Street. Suite 312 Alexandra. VA 2MI4. Tampa, FL 33510 Jab Truss Truss Type Oly Ply Fkhere Rasieenca 177500340 29267 4 1 Jack-0pen 3 1 e a fio I East Coast Truss, Ft. Pimce, FL 34945 7.640 s Sep 292015 Niel, Industries, Ins. Wed Od 07 14:54:04 2015 Pagel ID:wZtgBzt lgyZQdHYrrSHazEyINP.WSxQ20mhVDr5o5olzl2OYn2yKeulPMRV6UrtGyVnen 1-Oil 1-PB 2x4 = LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) OdeO Ud TCLL 20.0 Plate GOP DOL 1.25 TC 0.16 Vart(Ly -0.00 6 n/r 120 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(TL) .0.00 6 n/r 120 BCLL 0.0 ' Rep Stress Ina YES We 0.00 Hoa(TL) 0.00 n/a rda BCDL 10.0 Code FBC2014rrPI2OO7 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 DOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 2=0/Mechanical, 3=88/Mechanical Max Hoe 2=68(LC 1), 3=75(LC 8) Max Upfirl3=82(LC 8) Max Grave 3=88(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All farces 250 (Ib) or less except when shown. Scale: 1S". PLATES GRIP MT20 244/190 Weight: 4lb FT z:0 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide, NOTES- 1) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and fight exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 Pat bottom chord live load noncancuuenlwith any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 0t between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss Connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 Ib uplift atJoint 3. 7)-SemiHngid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 1111111111//� %�� PQU I N VET �'i�i nr,, coaoo i 6904 Parke East Blvd. Tampa FL 33610 Date: October7,2015 AwARNING- Venty design parameters and READ NOTES ON 7qS AND INCLUDED OTEK NEFERANCE PAGE 01-703 rev. 10,0=015 BEFORE USE Design valid for use only with Mire{.O connectors. This design b based only upon paramelers shown. and 4 for an Individual balding component, not ��- a truss system Before use, the building dealaw must verify the applicability of design parameters and properly Incorporate thin design Into the overop individual truss only. Additional temporary and bracing WOW building design. Drooling Indicated b to prevent buckling of web and/or chord members permanent 4 always required for stabOity and to pevenl colopse with possible penonaiinlury and property damage. Forgeneralguldonceregordinglhe 6904 Parke East Blvd, fabrkotion, storage, delivery. erection and bracing of tnraes and hues systems. see ANSVIPII OVaOy Cdteda. DSE-89 and DOI Building Component Tampa, FL 336f0 Salelylaformalion available from truss Plate Institute. N. Street. Suite 312, Alexandda. VA 22314. Job Truss Truss Type Oty Ply Fk11m Residence 7500341 2B267 -usJackApen 1 I eB I 1 Job East Coast Truss, Ft. Plana. FL U946 LOADING (pso SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 TCDL 10.0 Lumber DOL 1.25 BC 0.24 BCLL 0.0 ' Rep Stress Ina YES WB 0.06 BCDL 10.0 Code FBC20141TP12007 (Matrix-S) LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. fib/size) 3=87/Mechanical, 4=26/Mechanical, 5=34i/0.8-0 Max Hors 5=152(LC 8) Max Up1i113=-94(LC 8).4=5(LC 5), 5=181(LC 8) Max Grav 3=11 O(LC 13), 4=57(LC 3), 5=341(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 Ile) or less except when shown. WEBS 2-5-251/20D 5.8.0 7.610s5ep292015MReklndustres,lnp Wed 000714:54:052015 Paget ID:wZtgBzl lgyZQdHYaSHazEyINP=eUoFkmJGXzyOFNUX?ZFS a4G2D982PajmEOPYyVnem Style =1.21.2 1d DEFL. in (loc) ade0 Ud PLATES GRIP Vert(LL) -0.01 4-5 >999 240 MT20 2441190 Ved(TL) -0.02 4-5 >999 180 Horz(TL) -0.03 3 rue We Weight: 201b FT-0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf, BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about 8s center. 4) This truss has been designed fora 10.0 par bottom chord live load nonconcument with any other live loads. 5)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will 8t between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 941to uplift at joint 3, 51b uplift at Jolnt 4 and 181 lb uplift at joint 5. 8) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and %' gypsum sheetrock be applied directly to the bottom chord. lllllllll//// P00I N VFW Fri ��." G E N S� No 68182 O: ATE OF :�Q� i -Z OR1'DP�`. ."'fl10NAll- E�p`� 11111111111 Joaquin Velar PE No.68182 MTek USA Inc. FL Con 6634 6904 Padre East Blvd. Tampa FL 33610 Date: October 7,2015 ®WARNING-Vedlydesign parameters end READ NOTES ON BOSANDINCLUDEDM1U7ERREFEBANCEPADEWl.W3 rev, 10/022015BEFOFE USE. * Design valid for use only with MiTelao cornecton. The design Is based onty upon parameters shovm. and Is for an individual bugling component, not B my a uses system. Before use, the building designer must verity the applIcabiGty of desgn F mumeten and propedy incorporate the design into the overall building design. Brocing indicate Is to nl buckg of hdivldual t u w band/wchord mem ca onty. Additional tempora and bracing Welk' pmv g y pemlanent is alvmys requkad for stability and to prevent eollopeewtth possible personal lnfay and pmpeM damage. Forgenemiguidonceregandinglhe uobrcaflon.storage.delivery, enaction and bating of trusses and tsss systems.see ANSI/INN Dua11ly GOeda,DSO.89 and BCSI Building Component 69N Parka East BIW. Safety lntmmallon available fromrrass Plate Nstitule, 218 N. Lee Sell Suite 312 Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Dry Ply Indian, Residence nsoox2 29267 -EJ6 Jack -Open e 1 I b Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 6-7-4 7.640 a Sep 292015 MiTek Industries. Inc. Well Oct 0714:54:05 2015 Page 1 ID:wZtgBzIKyZOdHYrr5HazEyINP- eUoFkmJG%zyOFNU%7ZF5_a342C081DajmEOPYyVnem Scale=1:22.5 1- 0 040, 4-6 ' LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Veri(LL) 0.03 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(TL) .0.05 4-5 >999 180 SCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) -0.05 3 We Na BCDL 10.0 Code FBC2014rrP12007 (Matm(-S) Weight: 23111 FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (ib/size) 3=117/Mechanical, 4=41/Mechanical, 5=371/0-6-0 Max Harz 5=177(LC 8) Max Upiift3=-120(LC 8), 4=-4(LC 5), 5=187(1_C 8) Max Grav 3=141(LC 13), 4=78(LC 3), 5=371(LC 1) FORCES. Ila) -Max. CompJMax. Ten. -All forces 250 (to) or lass except when shown. WEBS 2-5=292/241 NOTES- 1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; save=oft; Cat. II; Exp C; Encl.. GCpI=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It Is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about 0s center. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will 6t between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 120 to uplift at joint 3, 41b uplift at joint 4 and 187 lb uplift at joint 5. 8) This truss design requires that a minimum of 7116'structural wood sheathing be applied directly to the top chord and W gypsum sheetmck be applied directly to the bottom chord. QUIN rV. i�i .��GENS".� o00 No 68182 CTE OF �.'� 10 ONAL Joagela Valaz PE No.66182 Weir USA Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Data: October 7,2015 ®WARNING-Vntty deefpn parameters end READ NOTES ON THIS AND INCLUDED"TEN REFERANCE PAGE A &W2 rev, 1011=015 BEFORE USE. Design valid for use only with ANTealp conneclors. This dedgn S based a* upon parameters shown, and b for an Individual building component, not ��• a truss system talent use, the bWdng designer must verify the appIcabifty of design parameters and property Incarcerate this design into the overall bulldingdesign. Brocingadactedbtopreverdbuckling ofindMduolmust waband/or chord membersonfy. Additional temporary and permanent bracing MiTek' Is allays required for stability and to prevent Collapse with passible personal m7vy and property, damage. For general guidance regarding the fabrication.storage, dellvery, erection and Dmoing of trusses and Was systems.see ANSI/TNl Ouaely Weda,DS6-a9 and SCSI Building Component Safety Information available from Truss Plate Imtifute, 218 N. Lee Sheet, Suite 312 Alexanddo. VA M14. 6904 Perk. East Blvd. Tampa, FL 33610 Job Truss Truss Type Gty Ply Fichera Residence T 50034] 29267 -EJ6A Jack -Open 1 1 teal V0a5l INS.. el. Mama. 11: va. 0 4 34 II 1i-14 7.640 a Sep 292015 MRek Industries, Inc Wed Oct 0714:54:092015 Pagel ID:WZtgBLI NyZOGHY05HazEyDUP-S2AT4nx1 r5pl Oyh5j4IJ C7CUSV3 Jaky0zyx7yVnel Scale =1M.2 LOADING(psl) SPACING. 2-0-0 CSI. DEFL. in (loc) Wall Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.05 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.08 3-4 >709 too SCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) -0.07 2 Na Na BCDL 10.0 Code FBC20141rP12007 (Matrtx-S) Weight: 171b FT-0% LUMBER. BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied, except end venicols. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 M7ek recommends that Stabilizers and required =as bracing be installed during truss erection, In accordance with Stabilizer Installation uide. REACTIONS. (Ih/size) 4=196/0.8-0, 2=138/Mechanical, 3=57/Mechanical Max Hoa 4=131(LC 8) Max Uplift4=27(LC 8), 2=135(LC 8), 3=12(LC 8) Max Grav 4=196(LC 1). 2=158(LC 13), 3=93(LC 3) FORCES. (Ib)- Max. ComiddMax. Ten. -All farces 250 (lb) or less except when shown, NOTES- 1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6,Opsf; 8CDL=3.l h=15ft; 8=45ft; L=24ft; eave=4ft; Cal. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) -This truss has been designed for a live load of 20.0ps1 on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for vuas to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 271Is uplift at joint 4, 135 to uplift at joint 2 and 12 It, uplift at joint 3. 8) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 10111111111111 OPpU1N VF<F4i 68/2 . r I Joaquin Velez PE No.68182 MITek USA, Inc. R. Celt 6634 6904 Parke East Blvd. Tampa R.33610 Date: October 7,2015 ®WARNING- VarlFy dWenparemW. and READ NOTES ON THIS ANDINCLUDEDADTEN REFERANCE PAGE MI-703 rin, IMMON BEFORE USE. Dual valid fa use.*With MiTek®connectors, This design is based only upon parameters shown, and is for an Ird faluol building component, not � a truss system Before use. the building designer must venfy the applicant, of design parameters and property Incorporate the design Into the overall buildingdesign. Bracing Indicated'¢ to prevent buckling of lnEMduol truss web and/or choA members only. Additional temporary and permanent bracing MiTek' is alloys requked for stability and to prevent collapse with possible personalin7uy and property damage. For general guidance regarding the Iobricaron.storage, deMery. erection and bracing of pusses and truss systems. see ANSI/IPII Oucaty Craerra.DSB-69 and BCSI BuIlding Component Safetylnfosmallon available homiruss Plate lnstiNta. 218 N.lee Streeb Su0e 312 Alexandtla. VA 22314. 69M Parke East BNd. Tampa, FL 33610 Job Truss Truss Type cry Ply Fertile Renkanca T/500344 29267 -EJ) Jack -Open 26 1 ace ado al East CoaslTNss, Ft. Pierce, FL U946 LOADING(psf) SPACING- 2-M CSL TOLL 20.0 Plate Grip DOL 1.25 TC 0.50 TCDL 10.0 Lumber DOL 1.25 BC 0.39 BOLL 0.0 ' Rep Stress Incr YES WB 0.08 BCOL 10.0 Code FBC2014/rP12007 (Matrix-S) LUMBER. TOP CHORD 2x4 SP No.3 BOT CHORD 2x4SPNo.3 WEBS 20 SP No.3 REACTIONS. (lb/size) 3=129/Mechanical, 4=46/Mechaniwl, 5=385/0-8-0 Max Hoe 5=188(LC 8) Max Uplift3=-130(LC 8), 4=-4(LC 5), 5=189(LC 8) Max Gmv3=154(LC 13), 4=86(LC 3), 5=385(LC 1) FORCES. (III) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=310/260 7.640 s Sep 29 2015 MTek Industries, Inc. Wed Od W 14:54:06 2015 Page 1 1D:wZtgBIII IgyZOdHYR5HazEylf JP-Sr2AT4nx1 r5p10yh5j4UeC7DICSW2tLlNkyDzyx7yVnel Scale=1:23.5 a DEFL. in (too) I/deg L/d PLATES GRIP Vert(LL) 0.04 4-5 >999 240 MT20 244/190 Vert(TL) -0.07 4-5 >841 180 Hom(TL) -0.06 3 n/a n/a Weight: 24 lb FT-0 BRACING - TOP CHORD Structural mod sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=3.OpsY hot5ft; B=45ft; L=2411; eave=oft; Cal. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and fight exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its Center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 4)' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 0t between the bottom chord and any other members. 5) Refer to 9(yder(s) for truss to truss Connections. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 130 lb uplift at joint 3, 4Ib uplift at joint 4 and 189 Its uplift at joint 5. 7) This truss design requires that a minimum of 7/16'sWctural wood sheathing be applied directly to the top chord and V gypsum sheetrock be applied directly to the bottom chord. ,�,I%QUINrli�- J*ir % No 68182 liw Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R.33610 Date: October 7,2015 ® WARNING - frosty assign parameers and READ NOTES ON TNIS AND INCLUDED MITEN REFERANCE PAGE MII.71170 rsv. IWOM045 BEFORE USE. Oedgn valid for use arty with 1wiek® ccnncolors. ihu design 6 based only upon parameters shovm, and 6 for an Individual budding component, not a Was system Before use, the building designer pvsl verify the app9aability of design parameters and properly Incorporate this design into the oventall buts,design. Bracin, rid k.led is to proven! buckling of individual lsuss web and/or chord members only. Additional temporary and permanent bracing WOW Is ahvays required for stability and to prevent co9opsewth possible personal !nix, and property damage. Forgeneralwidanceregardingihe fabrication.storage. dernery. erection and bracing of Wsses and truss systems. see ANSI/IPII dearly Crease. D58.89 and 6C51 Building Component 6901 Parke East Slid. Solelylnlormallon available from Truss Plate lnstltvte,218 N. Lea Steel. Suite 312 Alexandria. VA 22314. Tampa, FL 33510 Job Truss Truss Type aty Ply FE11,18 Resldenaa TI500345 I 29267 -EJ7.2 Jack-Pa4Ul 12 1 Job Reference (national) East Coast Truss, FL Pierce, FL 34946 1.4 II SIS3pd LOADING (pst) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 TCDL 10.0 Lumber DOL 1.25 BC 0.43 BCLL 0.0 ' Rep Stress Incr YES We 0.08 BCDL 10.0 Code FBC2014/rP12007 (Matrix-S) LUMBER - TOP CHORD 2x4 SP N0.3 SOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 3-136/Mechanica1, 4=49/Mechanical, 5=392/0-8-0 Max Horz 5=193(LC 8) Max Uplift3=136(LC 8), 4=4(LC 8), 5=191(LC 8) Max Grav 3=161(LC 13). 4=90(LC 3). 5=392(LC 1) FORCES. (ib) - Max. Comp./Max. Ten. - All farces 250 (Ib) or less except when shown. WEBS 2-5=319/270 Od O714:54:072a15 Scale: 12' l' DEFL. in (too) Udell Ud PLATES GRIP Vert(LL) 0.04 4-5 >999 240 MT20 244/190 Vert(TL) -0.09 4-5 >743 180 HOrz(TL) .0.07 3 Na n/a Weight: 24111 FT=0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid Ceiling directly applied. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-secend gust) Vasd=124mph; TCDL=6.Opsf, BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and fight exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss Connections. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1361b uplift at joint 3, 4lb upl0 at joint 4 and 191 lb uplift at joint S. 7) This truss design requires that a minimum of 7/16'sWctural wood sheathing be applied directly to the top chord and %* gypsum sheetrock be applied directly to the bottom chord. NOPQUINrl.. GENs�:�' �'.. No 68182 * * E OF :4&/� 0 R 1 Q P %�`. .,11 IONAIL- ' �c t%% Joaquin Velez PE No.68182 MTek USA, Inc. FL Carl 6634 6904 Padre East Blvd. Tampa R. 33610 Dale: October 7,2015 ®WARNING- Verily deaden parameters and READ NOTES ON MS AND INCLUDED MIT£K REFERANCE PAGE MII.7473 rev, 1WOM015 BEFORE USE. Design valid for use only with NVole) connectors. this design h based only upon parameters sh.. and is for an Individual budding component, not a fuss WIturn. Before use. the building designer must veritythe appBcabllity of design parameters and property lncomanse this design into the overall butdingdesign. eracinglndicotedistoprevent buckingofind'Mdualtrussvreband/or chord members only. Addltionaltemporaryand permanent bracing M!Tek' Is oNv required for stablity and to prevent collopse wth possible personal inlay and propeM damage. Forgeneralguldanceregording the fabrication storage, def erection and bracing of trusses and truss systems.see ANSIAP110uaatyCr3edo,DSB-49and BCSIBUBding Component 6904 Parke East BIW. SafelylnfurmoBon available from Truss Plate lnstitule.21B N. Lea Street, Suite 312, Alexandra, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply Fiches Residence nsgo34s 292a7 -ERC Jack -Open 5 1 b ere ce forli seat Coast Truss, Ft. Pierce, FL 34946 LOADING (psf) SPACING. 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 TCDL 10.0 Lumber DOL 1.25 SC 0.37 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 BCOL 10.0 Code FBC2014TrP12007 (Matrix-S) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=120/Mechanica1, 5=56/Mechanical, 8=385/0-8-0 Max Harz 8=188(LC 8) Max Uplift4 II(LC 8).5=-23(LC 8), 8=189(LC 8) Max Grav 4=142(LC 13), 5=77(LC 3).8=385(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. 2015 F:15 Scale=123,5 DEFL. in (loc) ide8 L/d PLATES GRIP Vert(LL) 0.07 5-6 >907 240 MT20 244/190 Vert(TL) -0.08 5-6 >738 180 Horz(TL) 0,04 5 n/a n/a Weight: 26 Is FT = 0 % BRACING - TOP CHORD SWctural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accorclance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.OpsF h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will III between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 lb uplift at joint 4, 23 lb uplift at joint 5 and 1891b uplift at joint 8. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord antl'%.° gypsum sheetrock be applied directly to the bottom chord. 011111111111111, N*o,. 68182 OF • �W % If'11% � Joaquin Velaz PE No.68182 MITek USA, Inc. FL Cart 6634 6904 Parke East Bind. Tampa R. 33610 Date. October 7,2015 ®WARNING- I dos11npa2 .I. and READ NOTES ON ME AND INCLUDED R9TEK REFEItANCE PAGE MR-7473 rev. 10,032015 BEFORE USE, Design valid for use only with Miele® conneclers. ibis design Is based only upon parameters shown, and is for an Individual budding component, not a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall 5uildingdesign. scaling indicaledIstoprevent bucking atIndividual meswxband/or chord members only. AdGfionaltemporaryand permanent bracing WOW Is allays required for stab0ity and to prevent collapse vnth possible personal inlay and property damage, For general guldance regarding the fabrication. storage, delivery. erection and bracing of tmrses and truss system see ANSI/IPII Quality Criteria, DSB.89 and SCSI Binding Component 6904 Parke East BIvc. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, F1 33610 Job Truss Truss Type City Ply Fiches Residence TT500347 28267 F01G Roof Spade littler 1 1 Job Reference forstfonall East Coen Truss, Ft. Plana, FL U946 6.01 2O 6-2-0 -"' 1x4 II 4.4 = 4x4 = 8 5x5 = 1-68 34?_8 i 8-0.8 i ]-2-0 12-2.8 t 1-ae W. M I.LR 1. Basle: fall. Plate Offsets (% Y)- 12:0-5-4 0-2-01 14'0-2-8 D-3A1 ITO-2-80-1-81 18'0-2-40-3-01 LOADING(psf) SPACING. 2-0-0 CSI. DEFL. in (]cc) Well Ltd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.87 VBrt(LL) 0.02 7-8 -999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.68 12 >121 120 BOLL 0.0 ' Rep Stress Incr NO WS 0.97 Horz(TL) -0.03 7 Na Na BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) WndL-) 0.58 12 >144 120 Weight: 62 lb FT-0% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3.8-5 cc puffins, except 4-6: 2x4 SP No.1 end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid Selling directly applied or 2-11-6 cc bracing. WEBS 2x4 SP No.3'Except- WEBS 1 Row at midpt 5-7 5-8: 2x6 SP No.2 MITek recommends that Stabilizers and required crass bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=-395/Mechanical, 8=1658/0-8.0 Max Horz 8=191(LC 8) Max 1Jp1ift7=-395(LC 1), 8=-1253(LC 8) Max Grant 7=432(LC 4). 8=1658(LC 1) FORCES. fib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=936/1141, 3-15=-2483/2994, 4-15=2483/2994, 4-5=2444/2861 BOT CHORD 10-17--1141/967, 9-17=-1141/967, 8-9=3132/2650, 7-8=2492/2033 WEBS 4-9=696/705, 5-8=2151/1755, 5-7-2071/2552, 4-8=650/870, 3-10=-374/420, 2.10=-1143/958, 3-9=1940/1619 NOTES- 1) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCOL=6.Opst, BCDL=3.Dpsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exit C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL-1.60 2) Provide adequate drainage to prevent water pone ing. 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3951b uplift at joint 7 antl 12531b uplift at joint 8. 8) "Semi -rigid pitchbreaks Including heels" Member end rally model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1901b down and 238 IS up at 1-0-8, and 81 lb down and 102 Ib up at 3-1.4. and 81 IS down and 102 Ib up at 4-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on code 2 P qikjlN G E NVS'-. � No 68182 ATE OF ` I .°NA,It``, Joaquin Velez PE No.68182 MRek USA. Inc. FL Deft 6634 6904 Parke East Blvd. Tampa FL 33610 Date: ODtohPr 7.2n15 ®WARNING-Vedlyd-Ignparamelen and READ NOTES ON MSANDINCLUDEDMIrEKREFERANCEPAGEMl1.7473M.. IWO=0156EFORE USE Designvaridfor use ontywlthNuTelss, connectce. Tins design is based only upon parameters shown. and is foran individual building component. not i�ii. a truss ryslem Before use, the building designermust verity the app➢cobaty of design parameters and property incorporate this design Into the overall ate. bulldingdesign. Sroeing Indicated a to prevent buck➢ng of individual two web and/or chord members only. AddIronot temporary and permanent bmdng MiTek' Is olwoys requted for slab➢ity and to prevent colapse wiih poseak, personal in;vy and property damage. For general guidance regarding the fabrication, storage, de➢very, erection and bmdng of Cusses and truss system we ANSIITPII county Criteria, DSB-89 and 801 Bu➢ding Component 69W Parka East Blvd. Safety Information ovalabla tom7russ Plata lnsiltute.218 N. Lee Steel. Sulie 312 Alexandria, VA 22314. Tempe, FL 33610 Job Truss Truss Type Oty Ply Flchera Rosanne, T]50034] 29257 FOIL Reef Special Girder 1 1 Job Reference footlonal) East Coast Truss, Ft. Pierre, FL U946 LOAD CASE(S) Standard Uniform Loads (pit) Vert: 1-2=60, 2-4=60, 4-6=-60, 7-12=-20 Concentrated Loads (lb) Vert: 11=156(F) 16=68 fl 17-68(F) 7.64015ep292015MITeklnduslrie3lna Wed Od0714:54:092015 Paget I D:wZtgBzl lgyZOdHYn5HazEyIfUP-s0kJ55gpKmTNusgGmreBFgleyfUy4d7AeOCcYJyVnei ® WARNING• Wally deals. P...9 .end READ NO TES ON THUS AND INCLUDED MITEK RE£ERANCE PAGE MII-]473 rev. laromo ;BEFORE USE. * Design vapd for use any with NaTek® connectors. This design Is based only upon parameters shown, and is for as Individual building component, not �e a truss system Before use. the buldng designer must vent, the applicablity of design Rose melers and properly incorporate the design into the overall -yY�• buildingdesign. Bracing indicated etopreventbucking ofindividual truss web and/or chord members only. Additlanoltemporary and Permanent bracing MiTei( Isalwoysmquked for stoblity and to prevent cologne Wm possible personal Nlury and property damage, For general guidance regarding the fabrication, slomge. derrvery. erection antl bracing of trusses and tmss Wdems.see ANSI/TPII QuaMy Criteria.DSB-89 and DOI BVeding Component 69W Parke East BIW. Satelylnlormatlon availobie from Truss Plate institute,218 N. Lee Sheol. Suite 312, Alexandra, VA 22314. Tampa, FL 33610 7 Job Truss Truss Type Oty Ply Flchera Residence T7500348 29267 F02 Roofspecal 1 1 ob o a Eem collet TNsa, FL PIeMe, FL M94U ao-8 R•.M.] Sea = Ta40 s Sep 292015 MITek Industries, Inc. Wed Oct 07 14:54:09 2015 Scale: 12-=1' Plate Offsets (X.Y)— r20-5-4 0-2-01 LOADING(psQ SPACING- 2-0-0 CSI. DEFL, in (too) VdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.02 6.7 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.04 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horz(TL) -0.01 6 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix-S) Weight: 62 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=155/10echanical, 7-1126/0-8-0 Max Horz 7=191(LC 8) Max UpIA6=-155(LC 1), 7=-873(LC 8) Max Grav 6=198(LC 4), 7-1126(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=191/262, 2-12=927/1013, 3-12=927/1013, 3-13=927/1013, 4-13=-927/1013 BOTCHORD 6-7=694/5BD WEBS 4-6=636/771, 2-7=-912/901, 4-7=-558/419 NOTES. 1)Wind: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCOL=6.Ops1; BCDL=3.Ops1; h=15f: B=45ft; L=248; eave=4fl; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will I'd between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 156 lb uplllt at joint 6 and 8731b uplift at joint 7. 8) This truss design requires that a minimum o17116' Structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. .'S U IN ��C E N No 68182 �. ,j1yONA� Joaquin Velez PE No.68182 MIFek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 7,2015 Job Truss Truss Type - 0ty PIy Ftcheea Resldenae 17500348 29267 F03 Roof Specbl 1 1 Job Reference do Earn C...s tress, FL Fiarw, FL 3ae45 7.640 Sep292015MRekladusthies,Ina Wed On0714:54:102016 Paget ID:wZtgBzl pyZQDHYniHazEyINP-LclhJRgS53bEW DFSKZ90o2lxM3vSpG?Kt2x94myVneh S68 510-0 12:' 12-2-8 S0.8 1-9-e 32-8 2-2.0 Scale: 1/2 =1' 3z8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Well L/d PLATES GRIP TCLL 20.0 - Plate Grip DOL 1.25 TC 0.38 Ven(LL) -a.tI5 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Ven(TL) -a.05 6-7 >999 180 SCLL 0.0 ' Rep Stress Ina YES NVB 0.23 Horz(TL) -0.00 6 WE WE BCDL 10.0 Code FBC20141TPI2007 (Matrix-S) Weight: 621Is FT-0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 20 SP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ulde. REACTIONS. fits/size) 6=156/Mechanical, 7=1127/0.8-0 Max Horz 7=191(LC B) Max UPIHIB=156(LC 1), 7=874(LC 8) Max Grev 6=175(LC 8). 7=1127(LC 1) FORCES. fib) -Max. Comp./Max. Ten. -All forces 250 fits) or less except when shown. TOP CHORD 1-2=396/470, 2-3=-528/642, 3-11=-528/642, 4-11=528/642 BOTCHORD 1-7=349/398 WEBS 4-6=218/288, 4-7=-619/439, 2-7=-534/488 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf, BCDL=3.Opsf h=15ft; 3-05ft; L=2411; eave=4fl; Cat. II; Exp C; Encl., GCpl=0.1B; MWFRS (directional); cantileverleft and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked fora plus or minus 0 degree rotation about 8s center. 4) This truss has been designed for a 10.0 psf bottom chord live load nanconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will 0t between the bottom Chord and any other members. 6) Refer to girder(s) fortress to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 156 he uplift at)olnt 6 and 8741b uplift at Joint 7. 8) This truss design requires that a minimum of 7116'structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. No 6818Z Sir MITek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October7,2015 ®WARNING-VvitydWgnp...I. end READ NOTES ON Tons AND INCLUDEDNJTEKREFERANCE PAGE MII-TV3 rev, f0/ MISUEFORE USE. Design valid toeuse onlywgh IATeL connectors.Thlsdedgn Is based onN upon pammeteashown, and B far an individualbuldmg component, hot a tress ryslem. Before use, the buleing diregnermustvedfy the OPPICCIerN of design parameters and propedylncorporate this desaminto the overall bulMing design. Bracing Indicated b to prevent buckffng of Individual Wss web and/or chord members only. Additional temparaT and permanent bracing WOW la ahwys mquked forstob0i"and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Iabdcatlon, storage. daevery, eredlon and bracing of trusses and truss systems. see ANSI/TPI1 Quality Canada, DSI.89 and 801 Building Component 69N Parka Fan Blvd. Safety Information available eonsTress Plate Institute, 218 N. Lee Street. Suite 311 Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Scherer Residence T95D0]50 1 29267 -W1 Diagonal Hip Gimer 1 1 Job Reference foptonal) East Coast Twes, FL Pierce. FL M946 7.660s Sep292Dl5MITekinduSUles,lnc Wed0d0714:54:102015 Pagel ID:wZtgBzt IgyZQDHYn5HuEylfUP-LcIhJRgS53bEWOFSKZ9Qo21783z7pJ4Kt2x94myVneh 1d 15 2xd = Provide bearing connection(s) to resist horizontal reaction(s) shown. Failure to do so voids this design. 1-0-15 Ld-15 � Scale: 1.4=1' Plate _Offsets (X.Y1— 12:0-1-100-0-121 LOADING(psQ SPACING- 2-0-0 cSl. DEFL. In (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Ven(LL) -0.00 5 Nr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Ven(TL) -Don 5 rdr 120 BCLL 0.0 • Rep Stress Iner NO WS 0.03 Horz(TL) 0.00 Was n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 5lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 3=0/1VIechanical, 4=117/Mechanical Max Horz3=123(LC 1), 4=124(LC B) Max Uplift4=-108(LC 8) Max Grav 4=117(LC 1) FORCES. (lb)-Max.Comp./Max. Ten. -All farces 250(I11) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-4-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Ops1; BCDL=3.Opsf; h=15ft; B=45ft;'L=2411; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWIFRS (directional); Cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 4) • This truss has been designed for a live load of 20opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108111 uplift at Joint 4. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. QU IN )�P G E N g C�� *::•n NO 68182 :* Joaquin Velez PE No.68182 MRek USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date; October 7,2015 ®WARNING. Verify dealan parsmarers and READ NOTES ON This AND INCLUDED WTEN REFERANCE PACE M11-7473 rev, 10803,2015 BEFORE USE Design valid for use only, with 1wea connectors. This design b based ody upon parameters shover, and is loran lndMdual Wang Component, nal ��®® a truss system. Before use. the building designer must verify the app3cabmty of design paameters and properly Incorporate this design into the overall bulldingdesign. Bracing Indicated 4 to prevent buckling of individual truesvvolocrusUar chord members only. Additionaltemporaryandpemwnentbmcing Is atwcys required for stability and to prevent conopse will possible personal inky, and property damage. For general guidance regarding the MiTek' fabrication, storage, deMery. erection and bracing of trusses and truss systems. see ANSy1PI l Quality C lterla, DSB-69 and Dal Bantling Component Safety Intonation available from Truss Plole Institute,218 N. Lee Steel. Suite 312 Alexandria, VA 22314. 69%parka East Blvd. Tampa, FL 336110 Job Truss Truss Type Dty Ply Fictive Residence T7500351 29267 -HJ5 Diagonal Hlp alder 1 1 Job Reference lootionall best Co.$%Tr , Ft. Pleres, FL souls 7.640 s Sep 29 MIS MITek 2- 12 1- 9 3-1146 4.4 II Am — 1.4 II Inc. Wed Oct W 14:54:11 2015 Soo.=1:22.2 LOADING (pi SPACING- 2-0-0 CSI. DEFL. in (loc) ede8 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.02 5-6 >999 240 MT20 2441190 TCDL 10.0 Lumber COL 1.25 BC 0.15 Vert(TL) 0.02 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.07 Horz(rL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20141TPI2007 (Mathx-M) Weight: 371to FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP Ni WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Lb/size) 3=60/Mechanical, 5=19/Mechanical, 6=366/0-11-5 Max Hot 6=146(LC 24) Max 1Jplift3=-B5(LC 8).5=33(LC 16), 6=-284(LC 8) Max Glass 3=104(LC 17), 5=56(LC 26), 6=391(LC 17) FORCES. Bi -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-6=360/234 Structural wood sheathing directly applied or 6-0.0 oc purists, except end verticals. Rigid ceiling directly applied orb-0.0 ac bracing. MITek recommends that Stabilizers and required gross bracing be installed dunng Wss erection, in accordance with Stabltizer Installation guide_ NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.OpsY BCDL=3.Opsp h=15ft; B=45ft; L=24ft; save=41t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.6D 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load noncancurtent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide metal plate or equivalent at bearing(s) 3 to support reaction shown. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 851to uplift atjoint 3, 33 lb uplift at joint 5 and 284 lb uplift at joint 6. 8) "Sernkrlgid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 9516 down and 991b up at 5-1-13, and 95 Ib down and 991b up al 5-1-13 on top chord, and 11 Ib down and 53 Ib up at 5-1-13, and l l Ib down and 531b up at 5.1.13 an bottom chord. The desigNselection of such connection devices) Is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=60, 4-7=20 Concentrated Loads Bi Vert: 10=143(F=71, B=71)11-62(F=31, B=31) `IIIII11111//// .` 'S..G E N S' No 68182 cc Z E OF :��� . O R 10 P ��_�`• '011 it ON tot,`O� Joaquin Velaz PE No.68182 MITek USA Inc. FL Dert 6634 6904 Parke East Odd, Tampa FL 33610 Date: October 7,2015 ®WARNING -Vvlry dW9n porwou n and READ NOTES ON MIS AND INCLUDEDBVTEK REFERANCE PAGEW1.7V3 rev. 10/09d015 BEFORE USE Design valid for use onN with N4Telsts connectors. The design is based any upon parameters shown, and Is for an Individual buiWing component, not a truss system. Before use, the building designer most vedN the app9cabiriry of design parameters and properly Incorporate this design into the overall builCingdeOgn. Bracing Indicated Is to prevent bucArngofIndMdualtwo web and/or chord members only. Additional temporary and permanent bracing PS��- WOW Is allays required farstalp ity and to prevent collapse with possible personal In)my and prapedy damage. For general guidance regarding the fabrication. storage. delivery, erection and bracing of Woes and two systerx we ANSIAPII Quality Crffi DSB-89 and BCSl Building Component 6904 Parke East Blvd. Soletylnfermailon available from Truss Plata institute.218 N. Lea Steel. Suite 312 Alexandria, VA 22314. Tempe, FL 33610 Job Truss Truss Type Gly Ply Fishere Reeldenae T750C352 29267 -HJfi Diagonal Hip Ginter 1 1 job Reference LOADING (pso TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 7.61a a Sep 292015 MITee InCUSVlea, IOG Wed Gas 07 14:54:12 2915 P0901 ID:wZtgBzl lgyZGGHYn5HmEylfUP-H7PSj7stdhrylJPrR2ButTNFCta4HCCcKMGG9eyVnef 2812 47-10 r>37 I us' 2812 2-0 1-1-12 3-51, SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor NO Code FBC20147rP12007 3x4 = CSL TC 0.49 BC 0.35 INS 0.12 (Matrix-M) REACTIONS. (lb/size) 4=82/MechanlCa1, 6=23/Mechanical, 7=188/0-11-5 Max Hors 7=172(LC 8) Max Uplift4=67(LC 8), 6=107(LC 5). 7=-409(LC 8) Max Grev 4=98(LC 17). 6=156(LC 22), 7=469(LC 31) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 1-2=316/371, 2-11=296/419, 3-11-224/348 BOTCHORD 1-7=329/312 WEBS 3-7=360/125 Scale =123.2 4.4 II DEFL. in (too) Udell LId PLATES GRIP Vert(LL) -0.07 6-7 -999 240 MT20 244/190 Vert(TL) -0.07 6-7 >999 180 Horz(TL) -0.00 4 n/a n/a Weight: 46111 FT-0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 Oc puffins, except end verticals. BOTCHORD Rigid ceiling directly applied or 6.0-0 on bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Ops1; BCDL=3.OpsY that 511; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account forthese factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcument with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss Connections. 7) Provide metal plate or equivalent at bearng(s) 4 to support reaction shown. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 671b uplift at joint 4, 107111 uplift at joint 6 and 409 Ib uplift at joint 7. 9) "Serf igfd pkchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 10) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 11) Hengef(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1D41b down and 175In up at 3-5-12, 104 lb down and 175111 up at 3.5-12. and 1121b dawn and 99 Ib up at 6-3-11, and 1121b down and 99 in up at 6-3-11 on top chord, and 631b down and 142 Ib up at 3-5-12, 63 Ib down and 142 lb up at 3-5.12, and 21 lb down and 341b up at 6-3-11, and 21 Ib down and 34 In up at 6-3-11 on bottom chard. The deslgniselecfion of such Connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASEIS) Standard Continued on Dane 2 111j111111111111I PQU I N VE< No 68182 0: OF ; �tU 0 t O P : N��.` 111111111111 Jmqutn Velez PE.No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date; October 7.2015 ®WARNING- l design parz nefare and READ NOTES ON THIS AND INCLUDED Ni REFERANCE PAGE Mil-T473 rev. 10/Oa(2a15 BEFORE USE. Design vand for use or wQth WeW connectors. The design Is based any upon parameters shown, and is for an individual building component, not a truss system Before use, the building dedgner must verify the appllcabl4ly of design parameters and property incorporate the design into the overall bunch, design. Braoh, tnaicated Is to prevent bucknng of hdiNduai truss vreb and/or chord members only. Additional temporary and permanent bracing MiTek- 6alwaysrequaedforstabllryandtopreventcollapseWthpossiblepersonalnWandproperrydamage. for general guidance regarding the fabrkation.storage, delivery, erecfiors hd bracing of theses and truss systems. see AN51/11`I1 Guanly Cdiedq DS11-89 and BCSl Building Component Solely Information available from Thee Plata lnst1h.a.218 N. Lee Sheol. Suite 311 Alexandria. VA=14. 69M Parke East BNd. Tampa, FL 33610 Job Truss Truss Typa Oty Ply FichaM Realdleur 7500352 29267 -HJ6 Diagonal HIP GINer 1 1 b e I Caul.....Nla, fl. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.4=60, 5-8=-20 Concentrated Loads (It.) Vert: 11=148(F=74, B=74) 12=75(F=37, B=37) 13=169(F=85, 8=85) 14=46(F=23, B=23) 7.640 s Sep 29 MI5 Walklndusales, Inc. Wed Oct 07 14:54:12 2015 Paget ID.wZtgBzl KjyZCGHVrrSHazEylfUP-H7PSj7sidhrylJPrRzBu TNFCta4HCCcKMOG9eyVnel ®WARNING- VWly das/9n parzmatan and READ NOTES ON /HIS AND INCLUDED Ali REFERANCE PAGE Wj.Fa3 ray. 10103MIS BEFORE USE. Deslgnvalid tar use only With NJTew connectors. This design Is based only upon pammetea shown, and Is for an Individual building component. not My IF s system. Before, use, the building deslgnermusl verify the appOcabiGly ofdesign paiamelers and properly Incorporate this design Into the overall bulldingdeslgn. Bmcingindicated istoprevent buckling ofIntlMdualImssweld and/or chord members any. AddOlonoltemporaryand permanent baGng MiTek' Is always Mauled for stability and to prevent cc0apse With possible personal injury and property damage. For general guidance regarding the fobrlcation,storage. deWery, erection and bracing of trusses and Inns systems see ANSIfIPII Quality Cdleda, DSB-89 and BUI BuIlding Component 6904 Parka Fast BNd. Soletylnlarmation avalabie from Truss Plate Institute.218 N.Lee Street. Suite 31Z Aleaancila, VA 22314. Tampa, FL 33610 Job Truss Truss Type Dty Ply Brokers Residence T]500353 I 29267 -14J7 Diagonal Hip Girder 3 1 b Reference (optional) East GoaA Trues, Ft. Pierce, FL M946 3x4 = 2b4 1.1-10 3-9.6 4.4 II Scale: 12'=1' LOADING(psQ SPACING- 2-0-0 CSI. DEFL. in floc) Vde8 IJd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert() -0.06 6.7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.08 6-7 >999 180 BCLL 0.0 ' Rep Stress [nor NO NB 0.14 Herz(TL) -0.00 4 1 We BCDL 10.0 Code FBC2014/rP12007 (Matrix-M) Weight: 491b FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 6-0.0 oc bracing. MiTek recommends that Stabilizers and required Cross bracing be Installed during truss erection, in accordance with Stabilizer loglallotgo guide REACTIONS. (Ib/size) 4=92/Mechanical, 6=48/Mechanical, 7=484/0-11.5 Max Hom 7=182(LC 8) Max Uplifl4=85(LC 8), 6=80(LC 8), 7=415(LC 8) Max Gmv 4=106(LC 17), 6=133(LC 22), 7=558(LC 28) FORCES. fib) - Max. ComplMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=224/366, 2-11=171/359, 3-11=141/342 BOT CHORD 1-13=-307/227, 7-13=307/227 WEBS 3-7=405/213 NOTES- 1) Wind: ASCE 7.10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf BCDL=3.Opsf h=15ft; B=45ft; L=2411; eave=4ft; Cat. If; Exp C; Encl.. GCpi=0.18; MWFRS (directional); Cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, have not been designed to provide for placement or rough handling and erection conditions.It Is e f responsibility oplates the fabricator to increase plate sizes to account forthesefactors. rss 3) Plates checked for a or 0 degree is ``,,`TQu iN , � �,� plus minus rotation about center. 4) This truss has been designed fora 10.0 bottom live load �N QP • J r E S'•. psf chord nonconcunenl with any other live loads. 5) • This truss has been designed for ,�� ,• N % F '•, alive load of 20,Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will V fit between the bottom chord and any other members. NO 68182 6) Refer to girder(s) for truss to truss Connections. = * :• ^ 7) Provide metal plate or equivalent at bearing(s) 4 to suppon reaction shown. * 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 85 lb uplift at joint 4, 8016 uplift at joint 6 and 4151b uplift at joint 7. ^'T3 F IZ Z 9)'Seml-rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. E 0 F 417 10) Gap between inside of top chord bearing and First diagonal or vertical web shall not exceed 0.5001n. •• <(/ 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 85lb down and 1151b up at '. 0 P : N�`.` 4-1-14, 65 Ib dawn and 1151b up at 4-1-14, and 1221b down and 114 Ito up at 6-11-13, and 122 Ib down and 114 Its up at 6-11-13 on • 0 R t ' top chord, and 921b down and 107 lb up at 1-3-15, 921Is down and 1071b up at 1-3-15, 251b down and 83 to up at 4-1-14, 25 Ito down O N AG ;%% % end 83 Ib up at 4-1-14, and 271b down and 331b up at 6-11-13, and 271b dawn and 331b up at 6-11-13 on bottom chord. The Tfff design/selection of such Connection device(s) is the responsibility of others. f l f f 835, 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Joaquin Velez PE No.68182 LOAD CASE(S) Standard 69044 Parke East Bld.Tampa R. 33610 Date: October 7.2016 Continued on Dace 2 A WAiWINO-V.* daslpn pavmRnm end READ NOTES ON MIS AND INCLUDED MITEK REFERANCE PAGE Wb7473. 1eN320f5 BEFORE USE Design vend for use onN with /wTeldS, connectors. IDE design Is based only upon parameters shown and Is for on IndNdual building component, not a fuss system Before use. the building designer must verity the appCabhly of design parameters and properly Incorporate the design Into the overall building design Bracing indicated is to prevent buckling of Individual true web and/or chord members oni Additional temporary and permanent bracing Welk' Is ciWays required for stability and to prevent collapse with possible personal lNum and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing ottussesand trunsystems.see ANSI/TPIIQuanty GHeda,DSB-89and BCSIBeO4ing Comp anent 690/Pede East filW. Saletylnfnnnallon available from Truss Plate rethIte,218 N. Lee Sheet. Suite 312 Alexandria. VA 22314. Tampa, FL 33610 Job Truss TmsSType Qty Pty Flchera Residence W600353 29257 -HJ7 Diagonal Hip Girder 3 1 b Reference (optional) Fast Coast Truss. Ft. Plerce, FL U946 7.640 a Sap 292015 MITek Industries, Inc, Wed Oat W 14:541132015 Page 2 ID:wZtgBzl KyZQdHYrrSHazEyNUP4BzgxTtKN_zpNT_17hi7QgvSbHx40e4mZ7Agh5yVnee LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-0=60, 5-0=20 Concentrated Loads (lb) Vert: 11=95(F=47,B=47)12=40(F=20,B=20)13=-113(F=-56, B=-56)14=104(F=52,13=52) 15=27(F=13,13=13) ®WARNING• VWfy design parameters and READ NOTES ON 7NF5 AND INCLUDED WTEK R£FERANCE PAGE M11-7M. IM34015 BEFORE USE Design valid for we only whh MiTekp connactom IDls design B based a* upon parameters shovn, and Is for an Individual bending component, not a tress system. Before use, the building designer must verify the applcabinty of design pammelers and properly Incorporate this design Into the overall building design. Bracing indicated a to prevent buckling of lndiNdival truss web and/or chord members only. AtldiiBonal temporary and peGranenl bracng MiTek' 4 abaysrequked for stability and to prevent collapse with possible personal lnNn and pmperry damage. Forgeneralguldlanceregardhgthe 690a Parka East Blvd, Iabrlcatlon storage, dellver, erection and bracing of trusses and tress systems see ANSI/IPII cuallly Crl DSB-89 and BC51 Bulding Component 5alotylnfonnallon available horn Truss Plate lnstltute,218 N.Lee Skeet, Suite 31Z Alexandria, VA=14. Tampa, FL 33610 JOD Truss Truss Type Qty Ply Fichere Residence T7500354 29267 -W7C Diagonal Hip Girder 2 1 o ' East coast Truss, I. Pmme, FL U946 7.640 a Sep 292015 MITek Industries, Inc Wed not 07 14:54:14 2016 Page f I D:wZtgBzl lgyZQdHYo5HazEyMUP-DNXC8pty815g7dZDZODMyuSdHgG1165vofvNDXyVned 28 5-1-8 I 9-10.1 2-&12 2g12 4-9.9 ]d 14 = 9 2x4 II 1.4 It Scale = 1:24.5 Plate Offsets (X.Y)- 14,0-2-14 0-0-81 LOADING(psD SPACING- 2-0-0 c51. DEFL. in (Ion) Udefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Ven(LL) .0.01 7 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.01 8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.09 Horz(TL) -0.02 4 Na n/a BCDL 10.0 Code FBC20141TP12007 (Matrix-M) Weight: 471b FT=0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 *Except' 7-8: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. fib/size) 4=102/10echanlcal, 6=33/Mechanical, 9=47910-11-5 Max Hom 9=182(LC 8) Max Llplid4=104(1_C 8), 6=-51(LC 8), 9=-410(LC 8) Max Grav 4=117(LC 17), 6-100(LC 22), 9=554(LC 28) FORCES. (Ib)-Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=210/250, 2-13=390/267, 3-13-3251227 BOT CHORD 2-17=-274/385, 7-17=-274/385, 7.18=244/263, 6-18=244/263 WEBS 2-9=357/254, 3-6=254/234 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 on purllns, except end verficals. BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing, Except: 10-0-0 no bracing: 5.6. MTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf BCDL=3.0psF, h=15ft; B=45ft; L=24ft; eave=4ft; Cal. II; Exp C; Encl.. GCpl=0.18; MWFRS (directional); cantilever left and fight exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 Pat bottom chord live load nonwncument with any other live loads. 5) -This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 4, 51 Ib uplift at joint 6 and 410 Ib uplift at joint 9. 8) "Semi -rigid pitchbreaks including heels" Member end fairy model was used in the analysis and design of this truss. 9) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 85 Us down and i15 In up at 4-1.14, 85 to down and 116 lb up at 41-14, and 144 lb down and 115 lb up at 6-11.13, and 144 Ib down end 115 In up at 6-11-13 on top chord, and 92 lb down and 10716 up at 1-3-15. 92 lb down and 107 lb up at 1-3-15. 25In down and 831b up at 4-1.14. 251b down and 83 Ib up at 4-1-14, and 6lb down and 28 lb up at 6-11-13, and 6 lb down and 28 In up at 6-11-13 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on cane 2 oP.G E N g.4''-' 01 No 68182 E OF :��/� 'ONA' `ti, Joaquin Velez PE No.68182 MITek USA Inc. FL Den 6634 6904 Parke East Blvd. Tampa FL 33610 Date: nMnhcr 7 9n1S W-•.ry••..-•.ax avmen Pa rarsonenaaurvmea an 1.ANP AacLUVED W]Wi FEF£RANCE PACE WWQ3 n, JohMaf3 BEFORE USE Design viand foruse onf/ Kith!Niel® connectors. M4 cosign h based only uponporameten shown, and is for an Individual building component, not a truss rystem. Before use, the building designer must verily the appGcabillty of design paramelers and properly Incorporate this design Into the overall bulangdesign. Bracing Indicatedh to prevent bucking of lndlNdual tmetweband/or chord members only. Additional temporary and pemwnenibmaing M 1, Is alv required for stability and to prevent collapse with possible personal injury and property damage. Far general guitlance regarding the Iobrlcasformoroge. tleGvery, erection and bracing olbusses and truss syxtems.sea AN51/fPll duogty Criteria.DSB-89 and Bat Building Component 69M Parke Earl Blvd. So(etylnlormalron avalabd from Truss Plate ingitute, 218 N. Lea Sheet.5uite 312 Akxanddo, VA 22314, Temps, FL 33610 Job Truss Truss Type pty PIy Inchara Resmence 28267 -HJ]C Diagonal Hip Gib Girder 2 T7SDM54 1 7.6406 Sep 292015 MlTek Industries, Inc. Wed Ca 07 14:54:14 2015 Paget ID:wZtgBzl fyyZOdHYrr5HazEyMUP-DNXC8pty815g7dZDZODMyuSdHgGtl65vofvNDXyVned LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(pli) Vert: 1-4=60, B-10=-20, 5-7=20 Concentrated Loads (lb) Vert: 13=95(F=47, 3=47) 14=42(F-21, 8=21) 15=-113(F=56, B=-56) 16=104(F-52, B=52) 18=28(F=14, 8=14) ®WARNING-Vedf7designyaamel.andREADNOMONMSANDINCLUDEDMITEKREFERANCEPAGEMO-7473nv.IO M015BEFOREUSE. Design vard for use only with Wak0 connectors. the design a based only upon parameters shown, and is for an Individual bunding component, not a miss Wslem. Before use. the building designer must vedly the applIcabi4fy of design pammaten and pmpedy Incorporate the design into the overall -lY� bulldingdeslgn. Bracing Indicated is to prevent bucklIng of IndMtlual mm weband/or chord members only. Additional temporary and permanent bracing Is ahvaysrequired for stabBdy and to prevent collapse Wth possible personal Injury and property damage. Forgeneralauldanceregardingthe M!Tek' fobdoollon, storage, delivery, erection and brecing of trusses and Iruc enlemz see ANSVIPII Quality Cited, DSB•89 and BC51 Building Component S-1-lylnlarmation avagoble Som➢uss Plate institute, 218 N. Lee Street, Suite 312 Alexandria, VA 22314. 69W Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Pry Fictlera Residence 20%7 MT01 Monopach 3 R600355 1 e sap 3n [eta mu eC Inausine9, Inc. wee Ja W 14:54:15 2015 P.,1 ID:wZtgBzl IgyZOdHYn5HazEyWPha5aM9uav D%m6P76lbV5?ni4eWUZW3iJhvmzyVnec 1-10.0 1 7-10-0 1-10-0 9-0.0 1 Scalp-1.25.9 5 1.4 II 43.4 I 1iFe 8d0 LOADING (psf) SPACING. 2-0.0 CSI. DEFL. in (lac) Well US PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.09 4-5 >785 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.08 4-5 >919 180 BCLL 0.0 • Rep Stress Inv YES WB 0.08 Horz(TL) . -0.00 4 n/a n/a BCDL 10.0 Code FBC2014rrP12007 (Matrix-S) Weight: 32 lb FT=0% LUMBER- BRACING. TOP CHORD Zx4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP NO.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required grass bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=209/0.8-0, 5=411/0-e-0 Max Harz 5=208(LC 8) Max Uplift4=-221(LC 5), 5=195(LC 8) Max Grav 4=246(LC 13), 5=411(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. WEBS 2-5=337/282 NOTES. 1) Wind: ASCE 7-10; Vuk=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.0psf h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 221 lb uplift aljoint 4 and 1951b uplift at joint 5. 6) This truss design requires that a minimum of 7116'structural wood sheathing be applied directly to the top chord antl'%° gypsum sheetrock be applied directly to the bottom chord. No 68182 IE OF r:�41J Z OR1QP�\���. ip N A' �?,O% Joaquin Velez PE No.68182 MTTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 7,2015 ® WARNING -Vrryy dears. mmusams amf READ MOMS ON MS AND INCLUDEDMITEX REFERANCE PAGE MII.7473 re.f ou,15 BEFORE USE, Design valid for use only with MTek® connectors. ihb design B based .*,,P.-parameters shown, and is for on individual baildbg component. net a two system. Before use, the building designer must verify the applicabitty of design parameters and pmpedy lncmperate this design into the overall -Be bldingdesign, Bracing indicated 6toprevent bucking oflndMduclbusweband/or chord memben any. Addittonaltemporaryondpermonentbracing Is alvnye required for stability and to prevent co0apse with possible personal injtly and property damage. Forgeneralguidanceregardingtha MiTek' fabrication. storage, delivery,erection and bacing of tosses and buss systems. see ANSIAPI10uanifatedo,DSB-89 and BCSI Biding Component Safety Information available from Tans Plate lnstik4e.218 N. Lee Street. Me 312 Alexandria, VA 22314. 6904 Perke East 8W. Tampa,R 33610 Job Truss Truss Type any Ply Ficnera ftaslderMe nsgo3ss 28267 MT02 M4nopach 10 1 n. W arts, rL xwn 7.640 s 6ep 4B 2015 MITek lndustdes, Inc. Wed Od W 14:5,116 2015 P2901 ID:wZtgBzl lgyZOdHYa5HazEyINPSmyZVvCgvLOExicgpGg2lXztUuPD=CFzOUIPyVneb � QD�I filll ( 11-9d I t7d e-0 1-100 42-1 SBd BnR Scale -1:53A 6.00 12 3x4 = 31 = 3x4 = 14 = Sx5 = Plate Offsets (X,Y1— 17:0-2-8.0.2-121 LOADING(psQ SPACING. 2-0-0 CSI. DEFL. in (lot) 9de8 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.20 7-9 >961 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.28 7-9 >686 180 BCLL 0.0 ' Rep Stress [nor YES NB 0.39 Horz(TL) -0.02 7 n/a ran BCDL 10.0 Code FBC2014rTP12007 (Matrix-S) Weight: 107 lb FT-0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOPCHORD BOTCHORD 2x4 SP No.2 BOTCHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (Ib/size) 7=625/0-8-0, 10-798/0.8-0 Max Horz 10-076(LC 8) Max Uplift7=718(LC 8), 10=-600(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 3-4=627/412, 4-5=491/430 BOTCHORD 9-10=-764/597, 9.14=-473/410, 8-14=473/410, 8-15=473/410, 7-15=473/410 WEBS 5-9=433/374, 5-7=-571/658, 3-10=746/348 Structural wood sheathing directly applied, except end verticals Rigid ceiling directly applied. 1 Row at midpl 6-7, 5-7 Mrr-k recommends that Stabilizers and required cross bracing be installed wing buss erection, in accordance with Stabilizer Installation 0udide. NOTES- 1) Wind: ASCE 7.10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opst: h=15ft; 8=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MVVFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL-1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle S-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7181b uplift at joint 7 and 600 lb uplift at Joint 10. 6) This truss design requires that a minimum of 7116'structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. No 68182 O: E OF Joaquin Valez PE No.68182 Mffek USA Inc. FL Cart 6634 6904 Parke East Bind, Tampa FL 33610 Date: October 7,2015 A WARNING -Verify deslgnperamefasend READ NOFES ON MS AND INCLUDEDNIrEKREFERANCEPAOE01.7433 rsv, f&MOISBEFORE USE Deslgnvolid for use onNwith MTeW connectors. Thb design Is based only upon parameters shovm, and Is for an Individual building component, not � a Wss system Before we. the building deslgnermust vedly the appica ll ofdesgn parameters antl properly incorporate ffne ign into the averoli bulldingdeslgn. BrocingIndicated atoprevent bucking oflndNldaalthin web and/or chord members any. Addltlanaltemperer, and permanent bradng Is always required far stablity and to prevent colopse with ponele personal inlay and property damage. For general guidance regarding the MiTek' fabrication. storage. deWo , erection and bmcing of trusses and Wss system.see ANSITFI1 GualtyCtltedo,DBB-89 and BC5l Building Component Sarolylnlormallen ovaihbie from Truss Plate lmfltule,210 N. Lee Sheet, Suite 312, Alexandria. VA 22314. 6804 Parke East Bud. Tampa, FL 33610 Job Truss Truss Type Qty Ply Fiche" Residence T 50035T 28267 MT03 Monapdch 1 1 b ee East Coast Truss, Ft. Pleme, FL 3,1W 51 3x4 530 588 0.00 12 4x4 = 3x4 = 4x4 = 5x5 = Scale-1:52.0 Plate _Offsets (%.Y)— 13:0-2-8.0-3-01150-2-80-2-121 LOADING (part SPACING- 2-0-0 cSt. DEFL, in (too) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.19 5-7 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.30 5-7 >650 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Hom(TL) -0.02 5 rda n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 103 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=642/0-8-0, 8=642/0-8-0 Max Holz 8=430(LC 8) Max Uplift5=730(LC 8). 8=461(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-5, 3-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation u e FORCES. (to) -Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 1-2=264/302, 2-3=655/480 BOT CHORD 7-8=778/647, 7-9=445/391, 6-9=-045/391, 6-10=445/391, 5-10=445/391 WEBS 2-7=254/236, 3-7=-519/426, 3-5=5771654. 2-8=575/194 NOTES- 1) Wind; ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf, BCDL=3.Opsf, h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directions[); cantileverleft and fight exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10,0 par bottom chord live load nonconcument with any other live loads. 4) • This truss has been designed for a Iive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members, with BCDL=10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 730 lb uplift at joint 5 and 461 Ib uplift at joint 8. 6) This truss design requires that a minimum of 7116'sWctural wood sheathing be applled directly to the top chord and Ya' gypsum sheetrock be applied directly to the bottom chord. N#1.11�E 68182 irZ OF :��/� R 1 P \���.toll 11111� MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: October 7,2015 ® WARNING -VWry deargn para nal. and READ NOTES ON THIS AND INCLUDED MITEK PEFERANCE PAGE arn.7473 rev. Iwon0f5 DEFoRf USE Design valid far use onty with b8TeW connectors. This design Is based 0* upon parameters shown, and is for an individual building component, not a trussystem. Before use. the builaing designer must vedN the applicabild"f design parameters and property Occrpomfe this design into the overall buildingdeson. Bracing Indicated btoprevent buck9ngofIndividual truss weband/or chord membersonN• Additional temporary and permanent brocing MiTek' Is always required for stablity and to prevent collapse With Possible personal Injury and property damage. For gencral guidance regarding the fabrication. storage, deivery, erection and bracing of trusses and truss systems. see ANSI/TPII Quality Crllada, DSB.89 and SC51 flooding Component Safetylntonnutlon avaiable ham Tmss Plate Institute, 218 N. Lee Sheet. Suite 312 Alexandria, VA 22314. 6904 Parka East BW. Tampa, FL 33610 10b Truss Truss Type Oty Ply FlcM1are Realtlanc0 T 500058 2g267 MV2 Valley J 1 he. Coast True., FI. Pierce FL URG W 7.640 5 Sep 29 2015 MITek Induarlas, Inc. Wed Oct 0714:54:17 2015 Page 1 ID: WZtgBz1 KiyZOdHYnSHN:EyifUP-dyDKnrwrRDUFs5HoEXn3aW4D7uNIyU ILUd81 gsyVnea 2-ao 2-ao Scale - 1:7.9 LOADING (psp SPACING- 2-0-0 CSI. DEFL. - in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.04 Vert(LL) n1a - Na 999 MT20 2441190 TCOL 10.0 Lumber DOL 1.25 BC 0.03 Ven(TL) ma - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hcm(TL) 0.00 Na Na BCDL 10.0 Cade FBC2014rTP12007 (Matrix) Weight: 6 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SIP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SIP No.3 BOT CHORD REACTIONS, (Ib/size) 1=49/1-11-8, 3=49/1-11-8 Max Ho¢ 1=33(LC 8) Max Uplittl=13(LC 8), 3=30(LC 8) Max Grav 1=49(LC 13). 3=53(LC 13) FORCES. (lb) - Max. ComplMax. Ten. - All forces 25D (Ib) or less except when shown. Structural wood sheathing directly applied or 2-0-0 oc purling, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. LMITek re- mends that Stabilizers and required cross bracing be installdeduring Wss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf h=15ft; B=45ft; L=24ft; eave=4ft; Cal. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It Is the responsibility of tha fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 1 and 30 lb uplift at joint 3. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. oPQUIN 4 V,4 � . g�. No 68182 O: -AtE OF .'��U �G OR,Op\�`�� Joaquin Velez PE No.68182 MITek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa R.33610 Date; October 7,2015 Jab Truss Truss Type Qty PIy Fichera Residence T7500359 29267 MV4 Valley 3 1 Job Reference tonal East coast Truss, Ft. Pierce, FL U946 W9 7.640 s Sep 292015 MRek Industies. Ina Wed Od 0714:U:172NS Pagel ID:,vZtgBzl lgyZQdHYa5HazEyffUPdyDKmwrROUFsSHoEXn3aW49wuK*UILUd8lgsyVnea LOADING (Pat) SPACING- 2-0-0 CS]. DEFL. in (fee) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) We - rile 999 TCDL 10.0 Lumber COL 1.25 BC 0.20 Vert(TL) NO - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 n/a We BCOL 10.0 Code FBC2014/rP12007 (Matrix) LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (lb/size) 1=129/3-11-8, 3=129/3-11-8 Max Hom 1=87(LC 8) Max Upliftl=36(LC 8), 3=79(LC 8) Max Graft 1=129(LC 13). 3=140(LC 13) FORCES. (fie) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale=1:13.0 PLATES GRIP MT20 2441190 Weight: 141b FT=0% Structural wood sheathing directly applied or 4-0-0 cc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer ion gulde NOTES. 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf, BCDL=3.Opsf; h=15ft; B=451t L=24ft; eave=4ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurfent with any other live loads. 6) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 Ile uplift at joint 1 and 791b uplift at joint 3. 8) "Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. ,100PQUIN i No 68182 D' :irz A: E OF :p` �� OR%o-*NQ�: l\% ,DNA1 E0' Josquin Velez PE.No.68182 MRek USA Inc. FL Deft 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 7,2015 ®WARNING- Vvitydeskroperamelars and READ NOTES ON THIS AND INCLUDEDMITEKREFERANCEPAGEMII.7473 rev. 1WOM015BEFORE USE Designvalid foruse only Wth Wek9connectors. Wm design is based ant, upon parameters shown, and b loran Individual buAding component,not ��®® a huss system Before use, the buildmg designer must vanity the applicability of design Parameters and properly Incorporate the design into the overall buildingdeslgn. Bracing Indicated a to prevent buckling of lndlldual truss web and/or chord members only. Additional temporary and panceem bmaIng MiTek' IsalwoysrequIedforsiablity and to, Weventcolapse n with possible personal injury and propertydawge. For general guidance regarding the lobricatien. storage, delivery, erection and bracing of hussas and truss systems. see ANSWPII Quality Offedu, DS11-89 and BC51 Bursting Component Saietylnlmmallon available ham Truss Plate lnstifute.218 N. Lee Sheet, Suite 312. Alexandria. VA 22314. 69N Parka East give, Tampa, FL 33610 Job Truss Truss Type gty Ply Flcnera Residence 2926] NNe Valley 2 500360 1 Job Ref.,ands o fi nal Truss, Ft. Pierce. FL Mass 7.540 s Sep 292015 MiTek Industries, Inc. Wed Oct W 14:54:182015 Pagel ID:wZtgBzl NyZgdHYrrSHnEy#UP.68nj_MTCAc6TEs oEll7jdB3lZthzYVjHtaMlyVneZ 3 2 20 II Scale=1:18.1 LOADING(psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]nor YES Code FBC2014/TPI2007 CSI. TC 0.85 BC 0.58 WS 0.00 (Matrix) DEPL. Vert(LL) Vert(TL) Horz(TL) in (loc) VdeB Ud n/a - We 999 n/a - n/a 999 0.00 We WE PLATES GRIP MT20 2441190 Weight: 211b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc puffins, except BOT CHORD 2x4 SP No.3 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid wiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer s de REACTIONS. (Ib/size) . 1=20915-11-83=209/5-11-8 Max Ho¢ 1=140(LC 8) Max Uplift1=-58(LC 8), 3=126(LC 8) Max Grav 1=210(LC 13), 3=227(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES. 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=oft; Cat. II; Exit C; Encl., GCpl=0.18; MWFRS (directional); wnlileverleft and fight exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or mugh handling and erection conditions. It is the responsibility of the fabrication to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 Pat bottom chord live load nonconcument with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 581b uplift at joint 1 and 128 to uplift at joint 3. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. &...WTVF�F,�i No 68182 E OF O i Q P' EONA, elpo % Joaquin Velez PE No.68182 MiTek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 7,2015 ®WARNING-v vydesrgn Pardmetersand READNOTES ON raga mornscLudiveITEN REFERANOE PAGE MII.7473 rev. 10/O.Vt01s BEFORE USE Designvolid for use only w4th Wea conneclon. This design B based only Upon Pammelen shown, and 4 loran Individual building Component not a Buss system. Before use, the building designermust very the applicability ofdesign parameters and Property lncorperate this design into the overall buldIngdesign. Bracing Indicated' a to prevent bucking of hdMdual truss web and/or chord members only. Additional temporary and permanent bracing f�Y� is always always required for stability and to prevent collapse Wth possible Personal blry and property damage. Forgeneralguldancere� gangthe fobrlcatbn, dodge, delivery, erection and bracing of busses and truss systems, see ANSIRPII quality criteria. DSB.89 and BCSI Budding Component Safetylnlarmallon available BomTmss Plate lmtitute,218 N. Lee Street, Suite 311 Alexanddo. VA 22314. 69N Parke East area Tampa, FL 33610 Jab Tmss Truss Type Qty Ply Flchera Residence 2g261 Mesa Velley 2 T/5003fi1 t Eaat Coast Tmss, FL Pierce, 7.640 a Sep 29 Me MITek lndusfree. Inc Wed Dd 07 14:54:18 2015 Pagel ID:wZtgBzl NyZQdHYaSHazEyMUP.68nj_A%TCKc6TEs oEll7jdKTlfehwSYHtaMlyVneZ 2p � 1x4 N 42x3 II Scale=1:23.3 LOADING (pso TOLL 20.0 TCOL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.26 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2014ITP12007 CSI. TC 0.31 BC 0.21 WE 0.07 (Matrix) DEFL. Ve artL) Vert(TL) Hom(TL) in (toe) Vdeg Lid n - n1a 999 WE - n1a 999 0.00 4 n1a n/a PLATES GRIP MT20 244/190 Weight: 311b FT=0% LUMBER. BRACING - TOP CHORD 2x4 SP NO.3 TOP CHORD Structural wood sheathing directly applied or 640-0 oc purlins, except BOT CHORD 2x4 SP No.3 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. OTHERS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be inslallad during tmss erelion, in accordance with Stabilizer REACTIONS. (lb/size) 1=102/7-11-8, 4=126/7-11.8, 5=350/7-11-8 Max Ho¢ 1=194(LC 8) Max UPIift4=-77(LC 8).5=214(LC 8) Max Grav 1=102(LC 1).4=137(LC 13), 5=380(LC 13) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-5=289/236 NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf, BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Fxp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-D-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 Ib uplift at joint 4 and 214 Ib uplift at joint 5. 8) "Serra id pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. QUIN No� 68182 Joaquin Velez PE No.68182 Mffek USA Inc, FL Deft 6634 68D4 Parke East Blvd. Tampa R. 33610 Date: October 7,2015 ®WARNING- Vestry design Panmafam and READ NOTES ON This AND INCLUDED Mn-EK REFEPLSME PAGE 441Aa73 rrv. Design valid for use any wlih NUTeL@mnnecbThis rs. tledBnb based only upon parameters shovrtt and is for onlntliWtl10/tl340159EFDI9E USE ual building component, not ��®® a thss system. Before use. the bulldng designer must verlry the appOcabuty of design parameters and property lncorpomle this design into the overall �1Y� buadingdeslgn. BmcinohdicatedbtoprevenlbucUngolNdlNdualtmzs band/wchortlmembersonN. Additioncl temparary and Permanent bracing Is aisw r, required for stability end to prevent coDapse with possible personal inhoy and property damage. For general guidance regardhg the MiTek' fabricator, storage, delivery. erection and bracing of Lesser and that Systems. we ANSI/1PII Quality Cdterla, OSB49 and 801 Building Component Safety Information avolabte fromTmss Pole lnslitule.218 N. Lee Street. Suite 31Z Alexandria VA 22314. 69W Parke Fast Shad. Tampa, FL 33610 Job Truss Type 7m69 Qly Ply Fiches Residence T]SOW62 29267 _ _ PBot Piggyoa& 1 1 e o 'onall eesu eoesr Truss, n. fierce, rL 44ean a� 6 4x4 = 2x4 = 1x4 II 7.640 s 6ep 29 2015 MiTek Indus des, Ina Wed Od W 14:54:192015 Pagel ID:wZtgBzI IGyZQCHYn5HwEylfUP- LL5BWx5zgkz5ORBMxpXfx9Xoh2nQOWetad8vkyVneY 4x4 = 2x3 = Scale=1:13.3 a b LOADING(psf) SPACING- 2-0-0 CSI. OEFL. in (loc) Vdeft L/d PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.08 Vert(LL) 0.Go 5 n/r 90 MT20 244/190 TCDL 10.0 Lumber DOL 1,25 BC 0.02 Ven(TIL) 0.00 5 far 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 Hoa(TL) 0.00 5 file n/a BCDL 10.0 Code FBC2014rrP12007 (Matrix) Wind(LL) 0.00 5 nfr 120 Weight: 191b FT=0% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. All bearings 4-9-6. (Ib)- Max Hoa 2=34(LC 7) Max Uplift All uplift 100 lb or less aljoint(s) 2, 5, 8, 7 Max Grav All reactions 250 Ib or less aljoint(s) 2, 5, 8, 7 .FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 DC putting. BOT CHORD Rigid ceiling directly applied orb-D-O cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer In stallationn guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUIt=160mph (3-second gust) Vasd=124mph; TCDL=6.Opst. BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 ps1 bottom chord live load nonceencurrent with any other live loads. 8)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 2, 5, 8, 7. 10)'Semi-rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. ,J�UIN GE A i No 68182 O: OF i�41 innnn�`` doahuin Valaz PE No.68182 Date: Tampa R.33610 October 7,2015 ®WARNING- Varlrydeargapeave.e. and READ NOTES ON THS AND INCLUDEONTEK REFERANCEPAOEAV-7473 rev. 10,0120f5 DEFORE USE Design valid for use cry Wits Mlea conneclors. This design h based any upon parameters shown. and is for an individual budding component.not q truss system. Before use. the building designer must verify the appGcabliN of design Parameters and properly incorporate this design into the overall �1Y� butldingdesign. Bracing IndicatedistoPreventbucking oftndMdualtwo vacband/or chord members only, Additional temporary and permanent leading always secured forstabuty and to Prevent conapser with possible personal injury and property damage. for general guidance regarding the MOW fabrication. storage. delivery, erection and baring of theses and truss systems see ANSI/fill QuaIHy C4leda,DSB-89 and B6l Building Component Safety Informallon available from Truss Plate Institute, 218 N. Lee Street, Suite 31Z Alexandria. VA 2MI4. 6904 Pa eFast Blvd. Tampa, FL 33610 Job Truss Truss Type 0ty Pty Schem Resistance nseoaea 28267 PS02 Piggyback 4 t job Reference (optI _'_••'•"^^""• ^^=••A•=�•^"�" I.ns 65ep 3e Wlb Was mateVlae, mc. was 6007 14:!W.20 2015 Parts ID:wZ1gBzl lgyZOdHYrrSHazEyINP.2XuTPsylk8spYONvfKmC8i W5OV9rioAbMhRByVneX 3d0 6&0 340 3- 0 3x4 = 2K1 = :� Scale=1:13.1 Ia LOADING (pal) SPACING- 2-04 CSI. DEFL. in (lot) 6defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Von(LL) 0.00 5 n/r 9C MT20 2441190 TCDL 10.0 Lumber DOL 1.25 Be 0.06 Ven(TL) 0.00 5 Nr 120 BCLL 0.0 Rep Stress Ina YES WB 0.02 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/rP12007 (Matrix) Wind(LL) 0.00 4 n/r 120 Weight: 191b FT=0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=134/4-9-6, 4=134/4.9-6, 6=181/4-9-6 Max Hoe 2=54(LC 7) Max Uplift2=-103(LC 8). 4=-103(LC 8), 6=-42(LC 8) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly appiled or 10.0.0 oc bracing. iMiTek recommends that Stabilizers and required cross bracing b e installed during truss erection, in accordance with Stabilizer Installation guide, NOTES. 1) Unbalanced roof live loads have bean considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCOL=6.0psf; BCDL=3.Ops1; h=15ft; 5=45ft; L=24ft; eave=4ft; Cat. II; Exit C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and fight exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It Is the responsibility of the fabricator to Increase plate sizes to account for these factors. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chard bearing. 6) ThIs truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the baROM chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 2-103 , 4=103. 9) "Sem4rigid pachbreaks including heels" Member end fully model was used In the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. �QUIN G E N g�C:cl ,��ii rt . 68182 Joaquin Velez PE No.68182 MRek USA, Inc. FL Carl 6834 69B4 Parke East Blvd, Tampa FL 33610 Date: October7,2015 ® WARNING - Van& daelgn panmalara and READ NOTES ON MS AND INCLUDED AuTEK REFERANCE PAGE ASI.7470 rev. 10/072015 BEFORE USE Design valid foruse only with NUTeel Connectors. Ira design h based arty uponporamelers shown, and is foram Individual buidina Component, not a Irons system Before use, the bulding deslanter must verify the appl<ob9ty of design pciametem and properly incorporate th6 design into the overall burdingdesign. Bracing indicated Itoprevent buckling orIndNlduolme, weband/or chord members only. Additlonoltemporary and permanent bracing i1AiTek- IscM ys required for stability and to prevent co1cpse with possible personal injury and property damage. For general guidance regarding the fabrication,storage. delivery, erection antl bracing of trusses and truss systems, see ANSI/TPI1 Quality Creeds,D5B-B9 and BCSl Building Component 6904 Parke Fast Bad. 5ofolylnformollon available from Truss Plate Institute,21B N. Lee Street, Suite 31Z Alexandria, VA 22314. Tampa, FL 33610 Job Trues Trues Type Oty Ply norms Residence T/fi003fi4 29267 Feel Piggyback 1 1 Job eference (optton.11 Fast Coast Trues, Ft. Piece, FL U946 4.4 = 24 = 1.4 II 1.4 II 7.6W s Sep 2g MI5 MRok Industries, Inc. Wed Od 0714:54:20 2015 Pagel IDwZtgBzl lGyZOdHYrrSHuEylfUP-2XuTPsAkBspjYONvfKmC8ijE50 9rgoAbMhRByVne% 4x4 = 'T• LOADING(pso SPACING- 2-0-0 CSI. DEFL. In (loc) Vde0 IJd TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Von( 0.00 5 n/r 90 TCDL 10.0 Lumber DOL 1.25 BC 0.03 I Ven(TL) 0.00 5 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.01 Hom(TL) 0.00 5 n/a Iva BCDL 10.0 Code FBC2014rrP12007 (Matrix) Wind(LL) 0.00 5 n/r 120 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2X4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. All bearings 4-9-6. (Ib)- Max Horz 2=42(LC 6) Max Uplift All uplift 1001b or less at)olnt(s) 2, 5, 8, 7 Max Gmv All reactions 250 Ib or less at joinl(s) 2, 5, 8, 7 FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250 Ila) or less except when shown. Scale=1:13.3 1R d PLATES GRIP MT20 2441190 Weight: 201b FT=0% BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purling. BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; VUIt=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf, 13CDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4f; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water pending. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions, It Is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 ps1 bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) 2, 5, 8, 7. 10) "Semi -rigid phchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as eppfcable, or consult qualified building designer. OPGOIN rV�� ',i In, ENB�.�i'�: No 68182 Joaquin Velaz PE No.68182 MITek USA, Inc. FL Dert 65M 6904 Parke East Blvd. Tampa FL 33610 Date: October 7,2015 ® WARNING - Vwlly dWgn Parsmoters and HEAD NOTES ON WS AM INCLUDED Agri REFERANCE PAGE Mll-1Q5 m. 10/03 201 S BEFORE USE. Designvalid twuseont/Wth MRekiccc,nectos.Lhb design b based only uponpwamelers si andbaranlndividualbufting component, not a irusssystem Before ore, the building designer must verity the applcctirly ofdoegnpcmm metersand pperlymcorpomlc this design into the �**ee overall-•, bull design. Bracing indicated b to prevent bucking of iadividuat toss web and/orchord members only. Additional lempandy and perroment bracing 6 for MiTek' cN a ys required slablity and to prevent collapsewith posable personal Mlury and pmperry damage. For general guidance negotiating the fabdcotan, storage, delivery, erection and bracing of trusses and fuss systems, sae ANSI/SPII Duality Croadu. DSO.89 and BCSI Boosting Component Safety Information avoloble from puss Plate lnsSNte,218 N. Lee Street. Suite 31Z Alexand4a. VA 22314. 690/ Parka Fast Blvd. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION T 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1/1 y r For 4 x 2 orientation, locate plates 0-149' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ' Plate location details available In MTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 04 U U 0- 0 Numbering System 6-4-8 1 dimensions shown tft-in-sixteenths III IDrowings not to state) BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 201Q MTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or x-bracing, is always required. See BCSL 2. Truss bracing must be designed by an engineer. For Wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear fightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/IPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%of time of fabrication. 9. Unless express) y noted, this design is not applicable for use with fire retardant preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and sae, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purtm provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 R. spacing, or less, if no ceiling is Installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. IS. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front. back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIAPl1 Quarity Criteria. I Plant: Begin Loading: I To Job: 1,s Arrive Job: I Start. Unload: Finish. Unload: Leave Job: Return Plant: Customer Code Customer Nam.:: I jik P1`�_-.Y"I .i_1.) 1 1 NPI.'JONrPY • il'P'Cli CIL Tr.'`'� r 'L ic" Project Code: Project Name: rpt Ticket Date: Delivery Address: j I',., ^l tip. I #{{ Delivery Instructions i Y .4' i . -- f, I}'I' t.,rs r; ri., _i r:1✓l rF L P I r o f-M1 t li t _ r. I �r 1! L,-: N _(5 _.:.� }c Customer Job Number: Order Code / Date: ProjoctP.O. Number. Order P.O. Number. Map Page: Map/Row/Column: �_•� Dispatcher Ticket Number: jj LOAD QUANTITY CUMULATIVE, QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT .t f RO11 AMOUNT jj �01 1 ti0m6 t Cash Check#/Aulh Cotle:. Signature of Driver Receiving. Cash: Cash Received: Total COD Order Amount to Cullept P� Check Without Standby Charges: Charge ' Comments: / yr +�• E WATERADDED: GAL YARDS IN DRUM: 4'f A, [ WHEN ADDED.. -SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: FLI!..i. L_QAJ) �_ 1-/1'!•ri3 . SIGNATURE •. VVV ❑ LOAD WAS TESTED BY: e q Notice: Our drivers will. make every effort to place materials where the customer designates, but the SPECIALTERMS: Any water added is at customers own risk. lfwater is added onjob, concrete strength { Company assumes no responsibility for damages inside curb or property [Inc. Customer agrees to the is no longer guaranteed: WARNING:'. Product may cause skin andlor eye finisher. CAUTION Majohah i terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important ( control after delvery,thfs Company will not accept any responsibility for the finished results. Nocreditfor safety. handling Infg7mon and to the material safety data sheets for additional information AP returned concrete Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE' within one business day after the receipt Of materials IIV 1 � / i :_l7Fil7 iiUr! yi CUSTOMER / Due On Job: Slump: Truck Number Driver Number Driver Name. End Use ".r'Lr r1. �+S} 1r r�='t� n+-; F'T?�.ii .]L_ii(•I I'iAl:�r 4�L_D;�I;>� This Delivery Ticket incorporates I i by reference Buyer's previously execut-d-f-redit Application, if any, Seller's Standard Terms and Conditions, Seller's Quc, i, if any, and Seller's Order Confirmatio iluding limitations of warranties), as if fully set forth on this Delivery Ticket ("Agreement"). Seller will provide the Standard I and Conditionsupon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly. agrees to pay in accordance with the Agreement. , AlYWU[: I[YA 1 L' / FKOVUCTS / YLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand. gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type 1P), roof ,tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite. volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irrita4bii, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause, silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate prow ctiv clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed-u, dust above recommended limits (see MSDS), wear suitable MOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is in move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02112 For more information please visit www.cemexusa.com. Este ticket de entrega incluye como referencia at comprador (ya previamente ejecutada en su aplicac t it de credita): cualquier termino estundar, condiciones del vendedor, propuestas del vendedor y orden de co6firimaci6n del vendedor (con limitaciones y garantfas), Como acuerdo total del ticket de entrega ("Contrato" ). EI vendedor proveer5 los t6rminos estlndares y condiciones detal- Jades en case de as( ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que 12s cantidades y materiales fueron entregados comp se expresa en el mismo. Acepta pagarel monto de acuerdo al contrato; al mends que se identi- 'fique con una rota at frente de este documento. AGREGADOS/CEMENTO/ Los productos de agregados son materiales naturales come piedra caliza, dolomita, granite, rota volcanica; arena. Brava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albafiilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, rota volcinica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la coal puede contener mas de 0.025% de silicio cristalino. Pe.ligros: Mezcla de cemento fresco y/o cenizas volantes puede'ncausar irritaci6n ell los ojos, quemaduras en pial ;y ojos, y reacciones alergicas en la piel. Conereto seco y polvo de agregados, pueden causar irritation en Jos ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o perforaci6n puede contener materiales silicos. Los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso deser ingeridos.mantenerse en temperatura calida, reposary tomar grandes cautidades de aqua. Las cenizas volantes pueden contener amoniaco. Seguri8ad:=La humedad puede gcausar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar loser, in-itaci6n o quemadura ri la nanz-ga'rganta=y=pulmones;.Acudir akmed atamente al mod_ ice. El iesgo en la salud depende ell laduraci6n yel nivel de la exposici6n. Seguridad: Evite el contacto coil ojos y contacto prolongado con la piel. Use guantes. protecci6u en los ojos y ropa Primeros adecuada paraprotecci6n. Lavese las mans con lab6n suave agua despues del manejo de materiales. Evite inbalar auxilios: polvos. Si se expone a polvos mas de los limites recomendados, use protecci6u respiratoria. Primeros`auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada per 13 ,:r3t.a5 )s. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fond;) con agua. Acuda a atenci6n m6dica inmediatamente si la irritaci6n continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite,1900 V7 combinado Houston, Texas 77024 02/12 Para mas informaci6n visita www.cemexusa.com. L zCC-MC-X' Plant: Begin Loading: To Job: Arrive Job: Start Unload; Finish Unload: .leave Job: _ Return :'Plant: m l Customer Code; Customer Name: I Customer Job Number: Order Code/Date. rJp r`1 ltr'; �'_ r. fi g:. 5`�4k Project Code;: Project Name Project P.O. Number,. OMerP QNumber - yc 1!r y'v ui Ticket Date-r+ Dejivery, Adtlre;sy_ pr „r - ,Map F.,a i;rMayRof/COlum}n: Delwerylnstgicpons y,r a t.. f mI Cispatchar} A ' 1 ^ i I1 f If i C t- 7 ` i .3 r 1 t r S 1 t mrr IT - l+ rq r f 1 I s r p it it't" Ticket Number: (�; Zr r^i,: „L•,., i 11'i. ,� 51 .-Cf it) n•I,Y 4t j I:�nal 1u �" 1 Due On U06: j I:�nal 1u �" 1 Due On U06: Slump t it 1 tTru Number. /-} j rDnvar Number. r iD OanName r End Use � wwu-Q'UXN-Tly;: MATERIALCODE QUANTITY QUANTITY QUANTITY' A PRODUCTION DESCRIPTIONL { z UOM UNITPRICE AMOUNT 1^ Cash Check#/Auth Cutler Signature of Driver Receiving Cash: Cash Received; Total COD Order Amount to Collect' n r ... Wthdut Standby Charges: Check .Charge - Comments: -� - WATERADDED` _GAL YARDS IN DRUM; WHEN ADDED. -- SIGNATURE_ - _ CURB LINE CROSSED AT OWN ERVAGENT'S REQUEST: : ji".. ,ri'-6. i'l �..1r, ^`t t;,t+t% uddhd'4Cl - - - :SIGNATURE `O LOAD WAS TESTED BY:, Notice: Our drivers will make every effort to place materials where the. customer designates, but the SPECIAL TERMS: Any water added is at customers own risk if water is added on job, concrete strength Company assumes no responsibility for damages Inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING:: Product may cause skin and/or eye;irntaLon. -CAUTION: Material- terms of sale and delivery and accepts concrete as. is. [)us to important factors which are out oil our. may be hazardous:to your safety and health Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results.: No.credlfor safety handling information, and to the material safety data: sheets for additional lnformattop.; .r returned concrete Buyers exceptions and claims shall be deemed waived unless made to us. in writing AUTHORIZED SIGNATURE: �. within one business day after the receipt of materials: 66UNIVERSAL. CUSTOMER This. Delivery Ticket incorporates 1 i by reference Buyer's previously execs redit Application, if any, Seller' Standard Terms and Conditions, Seller's Quc i, if any, and Seller's Order Confirmatic .luding limitations of warranties). as if fully set forth on this Delivery Ticket ("Agreement"). Seller will provide the .Standard. . ..3 and Conditions upon request. Buyer agrees ,that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in aecordance.with the Agreement. ATE / CEMENT / CONCRETE PRODUCTS / FLY Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand; gravel. and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type 1P), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel. and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause ir*tion to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may"contain silica; which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or bums of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: , Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to. dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled. move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann. Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa com. Este ticket de entrega incluye como referencia at comprador (ya previamente ejecutada en so aplicaci6n de credito): cualquier termino estdndar, conditions del vendedor, propuestas del vendedor y orden de confirmation del vendedor (con limitations y garantias), como acuerdo total del ticket de entrega ("Contrato")1 EI vendedorproveera Jos terminos esthndares y condiciones detal- lados en caso de asfser requeridosXon este documento, el comprador acepta Jos mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa on el mismo. Acepta pagar el monto de acuerdo at contrato; at metros que se identi- fique con una nofa al frente de este documento. Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, rota volednica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albabilena, pozzolan (tipo IP), azulejo de azotea y estuco.,Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito,xoca voleinica, arena, gtava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la coal puede contener mans de 0.025% de silicio crisudino. Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar irritaci6» en los ojos, cucnia6uras en piel y ojos,y reacciones alergicas en la piel. Concreto seco ypolvo de agregados, pueden causar irr:tacr6n en l,)s -),os, piel y/o en la zona respiratoria: Polvo del manejo on el trituramiento, pulido, torte y/o perforaciorCpuede co atener materiales silicos, Jos cuales pueden causar silicosis pulmonar y caancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar la liberation del amoniaco. La inhalation del anoniaco puede causar toner, irritaci6n o quemaduras en la gariz, garganta y-pulmones. Acudir inmediatamente.almedico. 1 l r esgo en la salad depende en Seguridadt Evite el contacto con ojos y contacto prolongado con la pie]. Use guantes, proteccion on Jos ojos y ropa P-rimeros adecuada para proteccion. Lhvese las mans conjab6n suave agua despues del manejo de rateriales. Evite inhalar auxilios• polvos. Si se expone a polvos mas de los limites recomendados, use protecci6n respiratoria. Primcros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, 15velos a fordo con agua. Acuda a.atenci6n mMica inmediatamente si la irritation continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 (Y)III Para mas informacion visita mnv_w.ce :`.1- f { I � f a p 1 1 I ] i � p Dr �Y• -- Y !!ETBegifin x' Customer Code: Customer Name: Cusomer Jot: Number. ' Ober Code Data: Project Code: Project Name: pilled P.O. Number: Other P.O.Number: j r• Ticket Date:. Delivery Address: , 1 Map Page: Map/ Rdw/Column: Delivery Instructions: Dispatcher:. • i' 7 , , , ,. Ticket Number. Due On Job: Slump: Truck Numbed Driver Number: Driver Name. - End Use - `I -_ + - 1 LOAD QUANTITY CUMULATNE QUANTITY ORDERED QUANTITY MATERIAL CODE I PRODUCTfONDESORIPTION UOM UNn PRICE AMOUNT / } - Cash Check #/Auth Code; Signature of Driver Receiving Cash;. 'Cash Received: Total COD Ordergmount to Collect" Check Without Standby Charges: 7 Charge - - - Comments: r - WATERADDED[ GAL YARDS IN DRUM: WHEN ADDED. t SIGNATURE t t CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: , I t".'.I FI'r-1--� LI.-r,� eft: rL-_ •. _ - ai.'?1 �. - _ .SIGNATURE ❑ LOAD WAS TESTED BY., Notice: Our drovers Will mule eve effort to place place.materials wheree the customer designattes, but the SPECIAL TErs RMS' Any water added is at customeawn risk. If water is added on job,. scam, property Cocopan assumes no res nsbili for dame es inside curb orline.. Customer agrees to the. No^9N 11 s no longer uaranfeed. WARNING:. Product may cause skin and/or eye irritation. CAUTIOm Across of sale and delivery and accepts concrete as is. Due to important factors which are out of our twial may be hazardous to your safety and health. Please refer to .the backside of this ticket IWdant control after delivery, this Company will not accept any responsibility for the finished results, No credit for safety handling infernabon, and to the material safety data sheets for additional information, j returned concrete. Buyers exceptions and claims: shall be deemed waived unless made to us In writing AUTHORIZED SIGNATURE: within one business dayafter the receipt of materials. 68UNIVERSAL �''{'f- rl •• �'_i%..' Pay+ ' CUSTOMER s `' led Credit hcation, if any, ,. 'This DeGve alien ( ding linut:rrions of warty' Terms and Condition.,; Ticket inco lard Ter nd Condraons upon reyuest. serf Seii rates he ere delivered as indicated and further express] that,onh oit this Delivery T, �r Quota�on byre it otherwise $=vt Pay in accordance with tkh,, tl'a Ionten7enf n3 ereh NCRETE PROD UCTS ' FLY ASH rile A _ GCr� n trraterials includin lg i�mesarnrie, ggregate .� en: cts'ir,riude You eraen , n senl'V, pbzzolad (iylft If') r iie nn° �'ucco. Concrete. siliceous n�pro�'. ement and aggre�"�c products including limestone, dolomite eranite; v� n}crock, sand, gravel, and Aroducts ''6s tnater`�tls- These products,tncludingfiy ash, may contain more than 0.(}25°'c cry. '' e. tiilica. other o � , Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skIii i6td eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin. and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled,. If ingested, keep warm, at rest; and drink large amounts of water. Fly Ash may contain trace amounts of ammo- iiia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration andlcvel of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash, hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flash eyes with #lowing, water far 15 minutes. If dust is inhaled, move to fresh air. if wet cement contacts skin, rinse thoroughly with water. Get proper medl.al r ventionif irritation persists- Y iii CEMEX, Memorial Hennann Tower 929 Gessner, Suite 1900 L02/12 bined Houston, Texas 77024 if For more information please visit www c ,nc :,ts: _,c rim. Este ticket de entrega incluye come referencia at comprador (ya previameate e)eeutada en sitaplicaci6r de erffite 1 �ualqurer t6l-wino estdndar, condreiones del vendedor, propuestas del vendedor'y erden de confin raci,�n d+ I %endedor (cot* limit c -nes s garanuas), come acuerdo total del ticket de entrega ("Contrato" ). El veNl, dor wrovecrd Jos •ermines ,s r da es y coal detal •.,i..,y;l� "lados en caso de, asf se� Nta-,iidos. Con este documento, el comps ado , xpta Ica inisnros ya ante rr n io ;.rue , que I s cantidades y materiales fueron entregados cot -no se expresa en el m smo. Acepta ; [onto de acoetdc rr eoa,ra:o, al menos qu^ �e 10-vi- E fiyue con una nota at frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES - Los productos de agtegados son materiales naturales conto piedra caliza, dolomita, graalto. roca volcdnica, arena, gravy y otros materiales silicios. Los productos de cemento incluyen Cemetuo de tipo Portland, de albanileria, pozzolan (tipo IP), azulejo de azotea:y; estuco. Los productos de concrete incluyen cemento Portland y productos de afire read como piedra caliza, dolomita, gr�nno, roca volcdnica, arena, gravy, y otros materiales silicios. Estes productos incluyen cenizas volanies (fly asli) la coal puede contener in de 0.025% de silicio cristalino. j Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar in•itaci6n en los Ojos, quemaduras en pre] y ujpa. y reacciones alergicas en In pie[. Concreto seco y polvo de agregados, pueden causar irritaci6n en to oios, pie] y/b en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o perforaci6n puede contener materiales silicos, los crudes pueden causar silicosis ?ulmonar y cdncer si son inhalados. En case de set ingeridos. mantenerse enternperatura cdlida, reposar y tomar granites cantidades de agua. Las cenizas volantes pueden contener antoniaco. � a=huniedad, uep de causy= ar la ltberaci6n del amoniaco. La inhalacion del amoniaco puede causar loser, tart .c ids. o Seguridad: yuetrraduras en la nariz, gargantay pirlmones--Acttdir_ilimediatamente at medico. EI riesgo en la salud depend,; en In duraci6n y el nivel de la exposici6n. Seguridad: Fvite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci61l en Jos Ojos y ropa I'rimeros adecuada para protecci6n. Lar vese ]as mars con jab6n suave y agua despues del manejo de materiales. Evite, inhalar auxilios: polvos. Si se expone a polvos mds de Ins limites recomendados, use protecci6n respiratoria. Pdmeros auxilios: En caso de contacto en los Ojos, inmediatamente fluya agua en In parte afectada por 15 minutos. Si se inhala povvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, l5velos a fordo con agua: Acuda a aienci611 m6dica inmediatamente si In irritacion contiiida. CEMEX. Memorial Hermann Tower 929 Gessner, Suite 1900 V7 corubinadt) Houston, Texas 77024 Para mas infomraci6n visita www.cemexusa.com- ..,,,10 Lw-41 J. ty. 74uu11 L CCmC-x I AN 58583098 .a Plant: Begin Loading: To doh: Arrive Job:. Start Unload: I Finish. Unload: Leave Job: Return Plant:. Customer Code: Customer. Name: : '-I i `i -).1)1• t ll rh_IJ "�r_�:r III" !..r-�,I� 1. t l w t';1 1. hq�, Project Code: Project Name: Ticket Data: DeliveryAddress: .'tt =]'_r:' '1'. ...-i ate.. r.,i;11!..i f' Delivery Instructions: L;`♦ - j, -r, -r t i t Pit 'l '.. ; i.,. i � ,.t..�+ =,l'.fty Tt li.') ?�. ;if;'I ��.aG?„• ., .., In t Customer Job:Numberi Order Code/Date: i Project P.O. Number. Order P.O.. Number: Map Page •, MaplRow/Cclumn: Dispatcher: , .y Ticket Number. Due On Job: Slump: Truck Number: Driver Number:. Driver Name:; - End Use: }? >�. {i.. ::il l �-tl.: J.�•?,"'l• r}So>=;=� F.C:..:' f;(il?Lt T(': t:;[ i ' EC S'i-CiK LOAD QUANTITY CUMULATIVE QUANTITY- ORDERED QUANTITY MATERUILCODE '. PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT t' .AS Y1v �{ , s(-ltJ _'�i,_"•, ,,'l (.-NI IRD.- ��y�1 )i1y1i7bri. J l �l ai�1:�11. t'.,r 14t1{ttz Cash Check #I Aalh Cotle:. Signature of Driver Receiving Cash: - Cash Received- Total COD Order Amount to Collect j Check it Charge 1fP{ Comments: 1(t t WATER ADDED: (:LI GAL. YARDS IN DRUM: /�[-.J WHEN ADDED. S.. SIGNATURE F CURB LINE CROSSED AT OWNERVAGENT'S REQUEST:. :F i-, Fp T.f;L, ± l: LF'A7) Y RD5 SIGNATURE -----�-- ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every all to place materials where the customer designates, but the SPECIAL TERMS: Anywale addeils at customers own risk: If water is addedbnJob, concrete strength Company assumes no responsibility fortlemagas inside Curti or property line. Customer agrees to the is no longer guaranteed. WgRNINGii Product may cause skin and/or: eye irritation CAUTION: Material terms of sale and delivery and accepts concrete as Is. Due to Important factors which are out of our may be ha¢a us tqq yb rns$in e�nd health.. Please refer to the backside of this licketfor Important. control after delivery, this Company will not accept any responsibilityfor the finished results.. Nocreditfor safety hand11 g intarrf f, fan Za4he material safety data sheets for add tonal Information. m Unned. concrete Buyers exceptions and claims shall be deemed waived unless made to us in writing, AUTHORIZE SIG It : within one business day aher the receipt of matedais. O. 65UNIVERSAL ( rEY Tftft: _t1Ll ^^i.'.:J89 1,�laJ� 1I)✓'+iC - 'i CUSTOMER This Delivery Ticket incorporates herein by reference Buyer's previously executed Z1 cjit Application, if any, Seller's Standard r, Terms and Conditions, Seller's Quotation, if any, and Seller's Order Confirmation (including limitations of warrauties)> as if fully set forth on this Delivery Ticket ("Agreement"). Seller will provide the Standard Terms and Condiuonsupon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantit es and items were delivered as indicated and further expressly agrees to pay in accordance with t]>e Agreement. AGGREGATE / CEMENT'/ CONCRETE PRODUCTS / FLY ASH I Aggregate products are naturally occurring materials including limestone, dolomite,, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan' (Type LPY roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, grave], and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye 4itation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas '77024 02/12 For more information please visit www.cemey.usa.com. Este ticket de entrega incluye come referencia al comprador (ya previamente ejecutada en su aplicaci6n de ciMito`: cualquier termino est'andar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (conlim,, aciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los t6rminos estandares y conE cecines detal- lados on caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que lasVAmidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contrato; al menos quo se identi- fique con una nota al frente de este documento. DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, roca volcanica, arena, Brava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albahilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, roca volcanica; arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener rinds de 0.025% de silicio cristalino. Peligros: Mezcla do cemento fresco y/o cenizas volantes pueden causar irtitaci6n en los ojos, quemaduras on piel y ojos, y reacciones alergicasen la piel. Concreto seeo y polvo de agregados, pueden causar irritaci6n en Ins Ojos, picl y/o on la zona respiratoria. Polvo del manejo ea el.trituramiento, pulido, cone y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonary c6ncer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Siguridad—�La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritacion o quemaduras'en i-ni 14•ga`ntya-pulnionec-.AeudiL-inmeciiaLa_mente.al,medico, El_ries�o en la salud depende en duraci6n y el nivel Seguridad:.Evite el contacto con ojos y contacto prolongado con la piel. Use, guantes, proteccion on los ojos y ropa Primeros adecuada Para protecti6n. Livese las mans conjab6n suave y agua despu6s del manejo de materiales. Evite inhalar• auxilios: polvos, Si se expone a polvos mas de los linutes recomendados, use protecei69 respiratoria. Primeros auxilios: Encaso de contacto on los ojos, inmediatamente fluya agua on laparte afectada por 1.5 minutes. Si se inhala polvo, exp6ngase a afire fresco. Si cl cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritati6n continua. CEMEX, Memorial Hermann Tower. 929 Gessner, Suite 1900 V7combinado Houstonjexas 77024 02/12 Para mas informaci6n visita www ce `W rMEMEX . 5 ' 58583096 Y Plant: Begin Loading: I To Job: I Arrive Job Start Unload: Finish Unload: I Leave Job: ' RetumPlant: - Customer Code: Customer: Name: ?1. Customer Job Number. Order Code IDate: ,,. r--i-. .0 Project Codex os-}r 'w .:�-....,� .,,ttc•f;a5'�ai fr`{'.� Rr0lect Name: :.. + ti »-" -T""€'` i .tf _ ,. . _ ProjeG P.O Number. _.'...,"'!m , -TOrdBrP O.. "r i Ticket Dater Delivery Address: Map Pzge'.'�'dr MaplRdw/Cotumn:` y dt - tleltve ` Insiiytlisns 4n.° '. iASr'-'r Fit i"T e:. atoher.,A Dispatcher., 11 l r, a 7n,$ :I ti 7 I cI J PU",+ l .. tNum is ber:_ f +, €� ult r" r-r� , r t a'c r't +`, LIQSVcG1;''.`7, ' Due On Job: slump; Truck Number DrierNumber. Driver Name:' a End Use: , - '• { I v'UNIT LOAD CUMULATIVE ORDNTITY ERED MATERIAL CODE PRODUCTION DESCRIPTION UOM PRICE AMOUNT QUANTITY QUANTITY QUA i J � l�.Y . : { 1i rF. �r iS:'%� !„ 4tu; tw i,l(S1� r rr::••}} Gc'i, ��. n;l U -i "��>iLl-'1�.L S; `?_. , rl -n .'•Y t Y',,. .. F t. + d 1{ Cash Check#/Auth Code: Signatun y ! Check Charge _ Comments: - f' t > lei r 4 `UL I U4 +t fr✓o-�`t '� nrtt I F'4"€.`.' t d� 1"';. C �'?i'n>�1)• � . . } t t {a x% t?l=lfi Notices Our drivers will make every effort to place materials when Comdarw assumes no manonsloirtyfor damages inside curb or orm returned cancmte. within one business 68UNIVERSAL. •` WATERADDED:._ GAL YARDS'IN. DRUM: WHEN ADDED. ` SIGNATURE CURB LINE CROSSED AT OW4R'S/AGENT'S REQUEST: y ` - SIGNATURE LJ LOAD WAS TESTED BY: ustomer designates, but the l SPECIAL TERMS:, Any watery added is at customers own risk. If water is added on job,' concrete strength 7 made tows in wnbng AUTHORIZED SIGNATURE - n' i: 1 i ' I/--V ill PPE U C ..k' e 3 G-025. `_ 2 ' CUSTOMER V LOAD NUM.- e S r.. This Delivery Ticket incorporates herein by reference Buyer's previously executed ClTuvlt Application, if any, Seller's Standard ,,Terms and Conditions, Seller's Quotation, if any, and Seller's Order Confirmation (including limitations of warranties), as if fully set forth on this Delivery Ticket ("Agreement'). Seller •will provide the Standard Terms and Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicates -and further expressly agrees to pay in accordance with the Agreement. _ AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic.rock; sand, gravel', and other siliceous materials. Cement products include Portland cement,, masonry, pozzolan (Type 1P), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly fish, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions Dry concrete and aggregate dust may cause irritat' to.eyes, skin, and/or respiratory tract. Dust from'h6rAing, crushing, grinding, cutting and/or drilling may coin silica, which may cause silicosis and cancer if inhaled: If ingested, keep warm, at rest; and drink large: amounts, of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or bums of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact immediately flush eyes with flowing water for 15 minutes. if dust is inhaled, move to fresh air. 'If wet cement contacts skin, rinse thoroughly with water. Get proper'medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas`77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye como referencia al comprador- (ya previamente ejecutada en su aplicacion de cr6dito); cualquier termino estandar, condiciones del vendedor; propuestas del vendedory olden de confirmacion del ver (-J- 1 Icon limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los t6rminos estindares ) „%mdicio r , detal- lados en caso de asi ser requeridos. Con.este documento, el comprador acepta`los mismos ya antes inencionado, y clue las canridades y materiales fueron entregados coin se expresa en el mismo. Acepta pagar el.monto de acuerdo al contrato; al ;l.e•ios que se identi- fique con.una nota al frente de este documento., ACaREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS V6 :A STTRq Los productos de agregados son materiales naturally como piedra caliza, dolomita, granito, roca volcanica, arena. -rava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de alban" lerfa, pozzolan (tipo 114), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caii7,a;,dolomita, granite, roca vol canica, arena, grava, y otros materiales silicios. Estes productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Meicla de cemento fresco y/o cenizas volantes piwden causar in-itaci6n en los ojos, quemaduras >= q ,e t- Ojos; y reacciones al6rgicasen la piel. Concreto seen y huh , ie .gricgados, pueden causarirritacion en log r,i, , piel yTo en la zona respiratoria. Polvo del manejo en el tritura*nier t . ; 'lido. corte y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonary c �iic,,- 'i son inhalados. En caso de ser ingi r do,. n?tfutehers'e. en temperature calida,reposar y tomar grandes camidades a , a ua- Las ceriizas volantes p t.den comenc aniomaco. $eguridad:' La humedad puede causar la liberaci6n del amoniaco,mo , . La halaci6n del amoniar!Xde causar toser, i; ritacion o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al en la salud depende en Seguridadi Evite el contacto con ojos y contacto prolongado con la piel. Use guantes. F _, _eccion en los ojos; y ropa Primeros adecuadapara protecci6n. Lavese las manos con jab6n suave y agua despu6s del manelo de materiales: Evite inhalar auxil9os: polvos. Si se expone a polvos ma's de los limites recomendados, use protection respiratona., Primeros auxiliosi En case de contacto en los Ojos, inmediatamente fluya,agua en la p;ute afectada por 1.5 minutes. Si se inhala polvo, exp6ngase a-aire fresco. Si el cemento fresco tiene contacto con sus ojos, hivelos a fondo con agua. Acuda a atenci6n m6dica.inmediatamente si la irritacon continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas informacion visita www cemexusa com. 1.Of 01 ZAK C- M C- X Plant: Begin Loading: To Job: Arrive Job: Start Unload: - Finish Unload: Leave Job: Return Plant:. r._ Customer Code: Customer Name' } A Customer Job Numb. Order Code l Date:.. { fat Tf'I.i r '%�r • {� e y4i 411 �. ll.! _lt Project Cade: Project Name: Project P.O. Number. Order P.O. Number. Ticket Date; Delivery Address; Map Page:. MaprRe./Column: Delivery Instructions: Dispatcher.- ra: _�', .- i'� r��'1:'� r')c�'-• '_'lid c:-' :.ti C'.i tl t�i,r fail.. G.'-'.� . Iti}} .„ .1 (.rl,.'. '^T'J Cr.•),'' +�i�'j Ticket Number:� 0,. L'i'T_ MV r 1' .,. ' tl1L';f? Duo On Job: - .Slump: - Truck Number Driver Number: Driver Name: End Use: 9r FIVE :i72c iYt^a T_.L Br;f;s U.P.P. i., LOAD CUMULATIVE ORDERED MATERIAL.CODE PRODUO-n DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITV i_ t r . WATER YARDS IN DRUM: WHEN ADDED. 4 SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: r}�(�i:`, (•'}'_I /l( f J'�1,y 1 SIGNATURE 'O LOAD WAS TESTED BY:: Notice: Our drivers will make every effort to. place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers owmdsk lfwater is added on lob: concrete strengl Company assumes noresponsibility for damages inside curb or property line. Customer agrees is the. Is no longer guaranteed. WARNING: Product may cause skin andfor eye irritation. CAUTION: Materi, terms of sale and delivery and accepts centres, as is:: Due to important factors which are out of our may be hazardous to your Safety and health. Please. refer to the backside of this ticket for imports' control after delivery, this Company will not accept any responsibility for the finished results. Nocreditfor safety handling information, and to the material safety datasheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to usin wri ing AUTHORIZED SIGNATURE: within one business day after the receipt of: materials. Q 68UNIVERSAL " z,r �i13�rt'r( i... L{��a71 r,!Jlr, i' CUSTOMER ' -This Delivery Ticket incorporates herein by reference Buyer's previously executwredit Application, if any, Seller's Standard Terms and Conditions, Seller'sQuotation, if any, and Seller's Order Confirmation (including, limitations of warranties), as if fully set forth on this Delivery' Ticket ("Agreement"). Seller will provide the. Standard Terms and Conditions upon request. Buyer agrees that; unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees: to pay in accordance with the Agreement. TE PRODUCTS/FL Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel. and other siliceous materials. Cement products include Portland cement, masonry; pozzolan (Type IP), roof tile, and stucco. Concrete products include. Portland cement and aggregate productsthicluding limestone, dolomite, granite. volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye bums and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes. skin. and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested,keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to Treleased. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See 1. ysician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NJtOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled. move to fresh air. If'wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner. Suite 1900 V7 combined Houston, Texas 77U4 02/12 For more information please visit www.cemexusa.com. r-sic ucxet oe entrega metuye como reterencia at comprador (ya previamente.ejecutada en sit aplicaci6n de credito); cutilquier termino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera Jos t6rminos estandares y condiciones°detal- lados en caso de asf ser requeri'dos. Con este documento, el comprador acepta.los mis.nvs ya antes men_ionados y que Ias cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el mouto •ie acuerdo al coriraio; al me.;os que se identi- fique con una nota al frente de este documento. AUKLUAI)Ub/ UENIENTO / PRODUUTOS DE CONURETO / CENIZAS VOL uNl MS Los productos' de agregados son materiales naturales como picas caliza, dolomita, granito, coca volcruica, gr:,%^ y otros materiales silicios. Los productos de cemento incluyen Ceme ito tie tipo Portland, de alban"ilerfa, pozzolan (ripo JP), ttzu1 jo de azotea y estuco. Los productos de concreto incluyen ce:riento Portland y productos de agregados como piedra caliza, -',tlnntita, granite, roca volednica, arena, Brava, y otros materiales silicios. Fstos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cijstalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los Ojos, quemaduras en piel y ojos,y reacciones al fticas en la piel. Concreto seco y polvo de agregados, pueden causar irritation en los ojos, pier y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido. Corte y/o perforacion puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de set ingeridos, mantenerse en temperatura calida, reposary tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar la liberacion del amoniaco. Lainhalaci6n del amoniaco puede causar toser, irritation o quema2 g duras_en_ a nariar,,anta,y pstlnrones lacudir in_mediatamente al medico, El rieseo en la salud deoende en Segutidad; Evite el contacto con ojos y contarto prolongado con la piel. Use guantes. protecci611 en los Ojos ,v ropa Primeros adecuada para,protecci6n. Lavese las mantis con jab6nsuave y' agua despues del manejo de:matedales. Evite inhalar auxilios: pelves. Si se expone a polvos mds de, los limites recomendados, use protection respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, expongase a aire fresco. Si el cemento fresco tiene contacto con sits ojos, laveios a frurdo con aqua. Acuda a atenci6n m6dica inmediatamente si la irritacift continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas informaci6n visits www.ce n zzCC_:MC_X 50533092 t e tte Plant: Begin Loading: To Job: Arrive Job-. Start Unload: Finish Unload; Leave Job Return Plaht: i a ' Customer Code: Customer Name: Customer Job Number. Order Code/Date: !:' 't,'?'t 111',tI 1C;:SrJ tr;f;�(.;HI"s',' Frr.:7fi;.,c,;c T;� _ :"'E' 1'...`1r;,,3C, Project Code: Project Name: Project P.O. Number:. Order P.O.: Number Ticket Date: Delivery Address: Map Page. MaplRow/Column:. !S •T :��f�' C:v_f C'. f', T.�f.'j 1.1 J �'.� �l`� �j I jif^iF Defuery Instructions!. Dispatcher. T'y i'fi riv -: f!:]y_, ii �� rat- �2; I T_ Tc/! ket Number: E '. .i i'7-t2.s Due On Job:' Slump: Truck Number. Driver Number: Diner Name: - End Use: '.lr'L, LU ieo•;AP.I i;d i7f!C a SL D LOAD QUANTITY CUMULATIVE QUANTITY ORDERED TD MATERIAL CODE , PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT �;t-T 1 ;<.:-19 - F•n.r, 1• , h,"--} ; Ip.,f�_�=: t{ -,-, , . � , ._ Coder I Signature of Check Without WATERADDED: 4f/� GAL -YARDS IN DRUM:. { -t. WHEN ADDED. l) ry SIGNATURE. t � CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: :-tf 'fTf'tt_ F'UU I-ClAr,' VnRL} +". [+ - ❑:LOAD WAS TESTED BY: Notice: Our dnvem will make every effort to place materials whom the customer deslgnates, but the SPECIALTERMS: Anywolelatldedit,mcustomersown 1 Company assumes noresponsibility for damages inside curb or property line. Customer agrees to the Is no longer guaranteed. WARNING: Product may causE terms of sale and delivery and accepts concrete as is Due to important factors which are out of our may be haaardous to your safety and health. Please r control after delwery,this. Company will not accept anytesponsibihly, for the finished results. No credit for safety handling Information, and to the material safety data returned concrete. Buyers. exceptions and claims shall be deemed waived, unless made to us In writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. 68UNIVERSAL CUSTOMER If water is added on job, concrete strength n ar for eye Irritation. CAUTION: Material to the backside of this ticket for important :els for additional information. This Delivery Ticket incorporates herein by reference Buyer's previously executed Wit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotation, if any, and Seller's Order Confirmation (including limitations of warranties), as if fully set forth on this Delivery Ticket (`"Agreement"). Seller will provide the Standard Terms and Conditions upon request. Buyer -agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to. 'pay in accordance with the Agreement. PRODUCTS / FLY Aggregate products are naturally occurring materials includingglimestone, dolomite', granite, volcanic rock, sand; gravel, and other siliceous materials. Cement products include Portland cemlOit; masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland.cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. . Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns, and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes; skin, and/or respiratory tract. Dust from handling. crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large ambunts of water`. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye, protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable IVIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for IS minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit Nvww,cemexusa.com. Este: ticket de entrega incluye como referencia al cornprador (ya prev;smente ejecutada en su aplicaci6n de credito); cualquier tdrviino estandar, conditions del vendedor, propuestas del vendedor , d n de confirmation del ve:ndedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y coridiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos,ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contrato; al menos`que se identi- fique con una nota alfrente de este documento. > CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS Los productos de agregados son materiales naturaley como piedra caliza, dolomita, granito, rota volcanica, arena. Brava y otros materiales silicios. Los productos de cemento incluyeri.Cemento de tipo Portland, de albanilerla, pozzolan (tipo IP): azulelo de azotea y estuco. Los productos de concreto incluyen centento Portland y p�nduttos de agregados como piedra caliza, dolomita; granito, rota volcanica, arena, grava, y otros materiales silicios. Estos productos incliryen cenizas volantes (fly ash) In cual puede contener mas de 0.025% de silicio cristalino._ Peligros: , Mezcla de 'cetnento fresco y/o cenizas volantes pueden causar ire itaci6n en los ojos, quemadura en Biel y ojos, y reacciones al$rgicas en la piel. Concreto seco y polvo de agregados., pueden causar irritacion en ie s tins, pint y/o ell la zona respiratoria. Polvo del manejo en el trituramiento.,ptrlido, torte c/b perforaci6n puede contener materiales sdicos, los cuales pueden causar silicosis pulmonar y c tr •er s'i son inhalados. En caso de ser itigeridos. mantenerse en temperamra cdlida, reposar y tomar grander cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridrd: La humedad puede causar ja liberation del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritati6n o quemaduras en la nariz, garganta.y pulmones. Acudir inmediatamente at medico. El riesgo en la salud depende en Seguridad: Evite el contacto con ojos y contacto prolongado con ]a piel. Use guantes, protection en los ojos y ropa Primeros adecuada Para proteccifin. Lavese las manes con Iab6n suave y agua despu6s del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mas de los limites recomendados, use proteccifin respiratoria. Primeros auxil os: En case de contacto ell los ojos, inmediatamentefluya agua en la p:ute afectada por 15 minutes. Si se inhala polvo, exp61lgase a aire fresco. Si el cemento fresco tiene contacto con sus Ojos, lavelos a fordo con agua. Acuda a atenci6a m6dica inmediatamente si la irritation continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas informaci611 visita www.ce vzccmcx .IT I ' tl � 58583092, Plant: Begin Loading:. To Job:` Arrive,I, StartUnload: Finish Unload: Leave Job: Retum Plant:' y t Customer Code Customer. Name:—` r fX Project Code: Project Name: Ticket Date: Delivery Address: - Delivery Instructions: 7h �rIf, 11,411, Cl., :`i Customer; Job Number: Order Code /'Dale:_ Project P.O. Number: { Order P.O. Number. .i,.}t�ltl Map Page: Map/Row/Column: Dispatcher: r Ticket Number: I Due On Job: Slump. Truck Number Driver Number: Driver Name: End Use ' ..f J IJiJFi�^R DNI' z c,.',�iG LOAD QUANTITY CUMULATIVE QUANTITY ORDERED QUANTITY MATERIAL CODE , PROOUCTIONDESCRIPTIOH' UOM '. UNIT PRICE I. AMOUNT , r -:1 'I AL C H'Ci RJL. cash Check # /Auth Code; Signature of Driver Receiving Cash: - Cash Received Total COD Order Amount to Collect ' U Check Charge Comments: WATER ADDED GAL YARDS IN DRUM: WHEN ADDED.. - SIGNATURE. CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST:. r'uIC'!Z� � ni4;[Tnw.f".:,-. r.°U✓ry is ,. .• r l rl !{ - y-'Lit_ InnT} SIGNATURE ...•• O LOAD WAS TESTED BY: Notice: Our drivers will make every effort to plate materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete stranglh. Company assumes no responsibility far damages Inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Produc cause skin andlor eye irritation: CAUTION: Material' terms of sale and delivery and accepts concrete as is. Due to important factors which are out. of our may be hazardous to mafety and heal ase refer to the backside of this ticke,. for important ocabol after delivery, this Company will`not accept any responsibility for the finished results Nocraditfor safety handling infonnayron a dto the {{{mmm to afety data sheets for additional information. returned concrete. Buyers exceptions end claims shall be deemed waived unless made to us. in writing AUTHORIZED SIGNAq/ , within one business day after the receipt of materials.. r 66UNIVERSAL I"'R`-,.j TRP.- If'(- '..5 9 LopU - r� .CUSTOMER V997Ticket incorporas�nnditions, Seller'suotations Delivery Ticke"Agreemienvise noted on e front hnce with the Agreement. ; 1'L / 1 ENIEN`l' / CONURETE INA" Aggregate products are naturally occurring materials including limestone dolomite, granite, volcanic rock, sand. gravel. and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile. and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand', gravel; and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause ef) irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the'ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust: If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. e CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemcxusa.com. Este ticket de entrega incluye come, referencia at comprador (ya previamente ejecutada en sit aplicaci6n de cr6dit(3): oualquier Ormino estandar, condiciones del vendedor, propuestas del vendedor y orden de confrrmaci6n del vendedor (con limrtuciones,v garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveerd los t6rminos estandares y condi: iones detp;k ' lados en caso de asf ser requeridos. Con este docuntento, el comprador acepta los mismos ya antes mencionados y que his cantidades 'y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo at comrato; al menos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturaley como piedra caliza, dolomita, granite, rota volctinica, arena, Brava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de alban"ilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, rota volednica, arena, Brava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly_ash) la coal puede contener mds de0.025% de silicio ctistalino. P.eligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar in•itaci6n en los ojos, quemaduras en piel y gjos, y reactions alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en x ' la zona respiratoria. Polvo del manejo en el trituramiento, pulido, Corte y/o perforaci6n puede contener uateriales silicos, los cuales pueden causar silicosis pulmonary cancer si son inhalados. En caso de set ingeridos, mantenerse en temperatura cdlida; reposar;y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar la liberacign del amoniaco. La inhalaci6n del anioniaco puede causar toner, initaci6n o quemaduras en la nariz, garganta y pulmones. Acudir inrediatamente at medic. El riesgo en la salud depende en Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use nirantes. protecci6n en los gjos y ropa ni:;te ,os adecuada,para protecci6n. Lavese las manos con jab6n suave agua despues del manejo de materiales. Evite inhalar auxilios: polvos.'Si se expose a polvos mas de los limites recomendados, ase protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte atfcctada por 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fordo con agua. Acuda a atenci6n me'dica inmediatamente si la irritaci6n continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/1'2Para mas information visita www ce