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SUBMITTED PAPERS
ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: SCANNED Permit Number: �a - BY -� 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: Building III Address: 13953 GARZA Legal Description: 6/7 34 39 ALL THAT PART LYING NORTHEAST OF 95 PropertyTax ID #: 1306-111-0001-000/0 Site Plan Name: FAIRWAYS Project Name: Setbacks Front41' Back: Right Side: 16' Left Side: 65' Lot No.13953 Block No. DETA:ILED.DESCRIPTION OF WORK:' III MOBILE HOME REPLACEMENT: SINGLE FAMILY RESIDENCE - 3 BEDROOM / 2 BATH / GARAGE CONSTRUCTION INFORMATION: Z✓ HVAC Li Gas Tank Z✓ Electric ❑✓_Plumbing Total Sq. Ft of Construction: 2,275 Cost of Construction: $ 58,000 nit — check all apply: Piping _Shutters Windows/Doors ers U Generator i. Roof S Ft. of First Floor: 2,275 Utilities:[]Sewer 0Septic Building Height: _ OWNER/LESSEE: CONTRACTOR: Name WYNNE BUILDING CORPORATION Name: MATTHEW LYLE WYNNE Address: 8000 SOUTH US HWY. 1 SUITE 402 Company: WYNNE DEVELOPMENT CORPORATION City: PORT ST. LUCIE State: FL Zip Code: 34952 Fax: (772) 878-7656 Phone No. (772) 878-5513 Address: 8000 SOUTH US HWY. 1 SUITE 402 City: PORT ST. LUCIE State: FL Zip Code: 34952 Fax: (772) 878-7656 Phone No. (772) 878-5513 E-Mail: Fill in fee simple Title Holder on next page ( if different from the Owner listed above) E-Mail: State or County License: CGC03599 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: ` DESIGNER/ENGINEER: _ Not Applicable Name: BRAOENBeRADEN MORTGAGE COMPANY: Name: x Not Applicable Address: 417 COCONUT AVE. Address: City: STUART State: FL Zip: 34e96 Phone: (772)287-8258 City: Zip: Phone: State: FEE SIMPLE TITLE HOLDER: x Not Applicable Name: BONDING COMPANY: Name: _Not Applicable Address: Address: City: City: Zip: Phone: Zip: Phone: 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 conflict 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-resi ntial use. WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your p ng twice for improvements to your property. A Notice, of Commencement must be recorded and post on the jobsite before the first inspection. ou intend to obtain financing, consult with le er or an orney before commencing work or r ng your Notice gf Commencement. �, 1�jgnafur(1of ..- net'/ gp_.Rt , _ may_ _igpat ' .o ` cto" , ertse}Hplder { STATE OF FLORIDA STATE OF FLORIDA COUNTY OF COUNTY OF Si I—t+ cr e The for ofng instrument was acknowledged before me 14. The forgoing instrument was acknowledged before me this-adayof B,4 by thisdayof Alotle7".4r-x. 20 by /Ua u1r), t .20-1g Lyc E. Gy`/NN g Inown-teW LYc€ W k/.i NC Name of person (Name of person acknowledging) ^acknowledging) n (Signature of Nota ublic- State of Florida) e - (Signature of Nota ublic- State of Florida ) Personally Known OR Produced Identification Personally Known lf�OR Produced Identification Type of Identificati Type of Identification �.o`��nv e�a�� Commission No. '�:• ;°5 Notary Py lic State of Florida _ Ay Com E res Oct 2, 2016 ;tiiav Poa".� HY ANN BASKIN -'+�+ �� Notary State of Florida Commission No. _ L5W�1) a My Com . % , as ` Commission # FF 015226 ;N . Expires Oct 2, 2016 p + Commission # FF 015226 �,EOG ,E lOP` iIO d` Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS u E� St. Lucie County Building -& Zoning 2300 Virginia Ave [oaio` Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY. Wynne Building Corporation will be using the following sub-contractorsfor'lhe (Company/Individual Name) project located at (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. Tradel Name of Company/Contractor St. Lucie County/ State of Florida License Number' Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lindquist Plumbing & Supply Co. 19150 CFC057672 HVAC/ Comfort Control of St. Lucie 8288 Mechanical CAc024379 Roofing Treasure Coast Roofing, LLC 19496 RC29027087. Gas PERMIT I NUMBER: ISSUE DATE: 06/18/2014 15:29 7728707656 WYNNE BUILDING CGRP PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES WE t! Building & Code Compliance Division BUMI)INiG•PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number. 7 045 State of Florida cerBfiwtionNamber (if applicable)- ER0009416 — S&W Electric have agreed to be the (Company NameAndividual Name) rlpctrical _sub -contractor for Wynne Development Corp. (Type of Trade) , (Pnmery Coatreetor) For the project located at 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 Departinent of St Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUAJLIF ER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATORIES ARE REQUIRED Business Name: S&W Electric Address: Sol W Coker Rd. City/State/Zip: art pieXce.. FL 34945 Phone: (772) 46.4_9496 email: Lawrence Stubbs\��S\�V1 SIGNATURE �PRINT NAME DATE E --� STATE OF FLORMA, COUNTY OF ,, (� THE FOREGOING INSTRU 1M/ENT WAS SIGNED BEFORE ME THIS E DAY OF \ \ �Vew�bP� . 20,4 BY / ou nr-e I/ �YYI LYIS _ WHO IS PERSONALLY J OItHAS PRODUCER AS IDENTIFICATR)N. hl Y.i 1 Ca R (i�l (STAMP) SIGNATURE OF NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDSr12116f2013 ti IAURARCUBBEDGE _ COMMISSIon # EE 209915 mdpmn�w�caft in- a0aeassraie 07/30/2014 16:03 7728787656 WYNNE BUILDING CORD PAGE 02/02 PERMIT# ISSUE DATE PLANNING & D)EVELO)?WNT SERVICES Building & Code Compliance Division , BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number. 26901 State of Florida Certification Number (if applicable): CFC1428458 Li ndcruist Plumbing have agreed to be the (Company Name/Iadividual Name) Plumbing Sub-contractorfoiNynne Development Corp - (Type of Trade) (Primary Contractor) For the project located at L� `j Qc�)Q $—?,(J Street Address or Property 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. 004-00) BUSINESS QUALIFIER (Name of the Individual showa on the Contractor's License) NOTARIZED SIGNATURES ARE RXQUIRtl ) Business Name: Lindquist Plumbing Address: 185 Sneed Rd. City/State/Zip: Em-t pi orf- � VT. 74A4S Phone: (777) 461_1gs9 email: do Wade Case _�,��� SIGNATURE ' PRINT NAME DATE STATE OF FLORIDA, COUNTY OF S7- "C-t E / TIM FOREGOING INSTR/U�MENT WAS SIGNEI) BEFORE ME THIS -LE7DAY OF _ /y d f/eMdeX 20LK WHO IS PERSONALLY KNOWN _,-' OR HAS PRODUCED AS 1IDENTIFICATION- tQ�t," 16"1 0 .wu 44S,e,.l) (STATT) IGNATURE O&NOTARY PUBLIC ,PRINT NAME OF NOTARY PUBLIC DOROTHY ANN BASKIN 9LCPDS:12/16/20I3 '+ �__ Notary Public - State of Florida My Comm. Expires Oct 2, 2016 �ac Commission # FF 015226 Bonded Through National Notary Assn. 07/30/2014 16:04 772878765E WYNNE BUILDING CORO, PAGE 02/02 PERMITiI 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): CACO24379 Comfort Control of St, Lucie County, Inc, have agreed to be the (Company Name/Individual Name) air conditioning Sub-contractorfor Wynne Development Corp. (Type of Trade) (Primary Contractor) For the project located at ���5� cclQ Gress or rr1 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) BUSINESS QUALIFIER (Name ofthe Individual shown on the Contractor's License) NOTARIZED SXGPIA.TURES ARE REQUIREIr Business Name: Comfort Control of St. Lucie County, Inc. Address: 1 Sn1 Biltmnre St City/State/Zip: Port St. Lucie, FL 34983 Pho e: email: 'Barr y 7immwrman S PRINT NAME DATE �ATEORIDA, COUNTY OF Cam. Lk .n ( 2. THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS DAY OF RSS)v ewtOp , 20)�l BY D Ct rr Zi rr1 1r,1 ,r..n �, WHO IS PERSONALLY KNOWN J OIL HAS PRODUCED AS IDENTIFICATION. (STAMP) A (ORE OF NOTARY P BLIC PRINT) NAME OF NOTARY PUBLIC ' ,� Notary Public State of Florida SLCP S: 12/16/2013 Jennie Knight 9 Q• My Commission FF 045851 �o,Expires 0811512017 PERMIT# ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certiticafion Number: State ofFloddaCertification Number (If app"ableT RC790 7087 Treasure Coast Roofing, TLC have agreed to be the (Company Nameandividud Name) gcg5ftng Sub -contractor for Wynne bevelopment Corp (Type of Trade) (Primary Contactor) For the project located at (Project Street Address or Property 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) BUSMSS QU.A.LI MER (Name ofthe Individual sbown on the CoAt'actor's License) NOTARIZED SIGNATURES ARE REQUIRED BuslnessName. Treasure Coast Roofing, LLC Address: IR16 Biltmore St City/State/Zip: pm- - St T.ucier FL, 34984 Pbone: 77 343-8308 email: Brian Maloney �\��K SIGNATURE �LPR�`INT NAME DATE STATE OF FLORIDA, COUNTY OF s5-r . Lt-wnx THE FOREGOING INSTRUMEN�T1 WAS SIGNED BEFORE ME THIS sE 'DAY OF C�aVev„bP 20� WHO IS PERSONALLY KNOWN _�LORHAS SLCPDS: AS IDENTIFICATION. _l, (STAMP) PRINT NAME OF NOTARY PUBLIC .,,uuu,,,. U gay12,2p�'O,. a HFF I��4 A - - ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property:\�jgS3 #1306-111-0001-00010- 6/7 44 4Q all that- part- Tiring (Tax ID/Legal descriptior✓Address) northeasterly of I-95 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 in property which will not adversely affect the immediate community. 7 X��N Property Owner Name STATE OF FLORIDA, COUNTY OF St- ,Lucie A/ ACKNOWLEDGED BEFORE ME THIS ��`DAY OF / V O UtS-i01J , 20LY BY Matth W Lyle Wynne WHO IS PERSONA NTO ME OR WHO HAS PRODUCED N SIGNATURE OF YOTARY NOTARY PUBLIC TITLE IDENTIFICATION. —Da ✓La7x y 4^W Aq c ti TYPE OR PRINT NAME OF NOTARY (SEAL) ,,.aY DOROTHY ANN BASKIN 4P VAS ii- 1 ;moo®�- myCo m.Ex-State t Florida °. , ; •? My Comm. Expires Oct 2, 2016 's.' o= Commission # FF 015226 �'�`R;,,`,t°`• Bonded Through National Notary Assn. t KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, .I'NC. 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: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 _ FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED February 3, 2015 PERMIT # 14120046 CONTRACTOR Wynne Development Corp. JOB LOCATION 13953 Garza Court Fairways Fort Pierce, Florida ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH * PEN DRY OF SAMPLE READ DENSITY JOB # : 150251 -1 d/ES/jl MAX.DRY PERCENT PROCTOR VALUE COMPACTION 1. N.E. 0" - 12" 40 109.7 113.3 96.8 2. N.W. 38 109.1 96.3 3. Center 36 110.1 97.2 4. S.W. 40 109.1 96.3 5. S.E. 38 110.3 97.4 Soil Description: Grayish Brown Sand In Place Moisture: 7.6 Percent Optimum Moisture: 11.0 Percent Max. Dry Density: 113.30 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Minimum Required 0 to Natural Grade. 114.0 I I I I I I W I I I I I I I E I I I I I I 113.0—..—.F—..—I.._.. } . �.. .I.—.. �.._.._ G I I I I I I H I I I I I I T 112.0 ..—.� _.._�.. .. ..—..� ..— �.—.—I.._.._ P I I I I I I I I I I I I I C I I I I I I F 111.0 t..—.f—..—�.._...tI.—..y..— I I I I I I I I I I I I I I R 110.0 4—.._. _.._I.._....I_..—.I_.._ I._..�..—..� Y 7 8 9 10 11 12 13 14 Moisture - % of Dry Weight RECEIVED SEP'24 Y015 County Building Department akes.com Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, RE.: 68366 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 ECJ�ILKg�@AG�IONERIN_G_NET ST. LUCIE (772) 229-9093 C.A.: 5693 GG%(j'I(M�I X8 OfV�RE�PpOOjR�T FAX (772) 589-6469 ASTM D 1.557 and ASTM D 2922 DATE TESTED PERMIT # CONTRACTOR JOB LOCATION ITEM TESTED TEST LOCATION OF SAMPLE January 20, 2015 14120043 Wynne Development Corp. 30 Oro Grande Way Spanish Lakes I Port Saint Lucie, Florida Foundation Fill JOB # : 150147-1d/ES/km DEPTH 'PEN DRY MAX. DRY PERCENT READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" - 12" 38 111.7 114.0 98.0 2. N.W. 46 109.6 96.1 3. Center 40 108.7 95.4 4. S.W. 38 112.0 98.2 5. S.E. 42 110.0 96.5 Soil Description: Brown and Gray Sand, Slightly Clayed In Place Moisture: 7.0 Percent Optimum Moisture: 10.4 Percent Max. Dry Density: 114.0 P.C.F. @ Test Locations The Density & Penetrometer Readings Inq icate the Degle'd 1 n�i �oji9n Meets 115.0 1 W E I I I I I I I G 114.0 . I I I I I H I I I I I I I T P 113.0 F.._.F_.._I.F..+.._..�.._Y_..� C F 112.0 R I I I I I I I y 111.0 �.._.r_.._I.._..� .._..�.._.!._.. �.._..� 7 8 9 10 11 12 13 14 *Pen �ftea$a atural Grade. Respel Submitte : Moisture - % of Dry Weight .TF OF � �_.—t-.—�• p;tSdiilt Lucie County Building Department Fax 91malll Fax to: 772-878-0224 E-mail to: dotty@spanishlakes.com Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 08/17/2015 09:22 7728787656 _ WYNNE BUILDING CORP PAGE 01/01 Professional Insulators of South Florida FTC Insulation Installation Certificate To: St Lucie Count Date: !August 10, 2015 Re: Lot/Block: Address: L13953 Garza Project: The undeEg ued hereby certifies that insulation has been installed in the above deaerihed nr,...,., ., oo r u..a..,. 1. Exterior CBS walls have been insulated with: Thle ness in inches: Manufacturer: Fi Foil S rayon Cellulose Fiberglass Blankets hock Waol Blankets Density: R-Value; R 4.1 X Aluminum Foil Rigid Board Polystyrene Other 2. Ceilings (level) have been insulated with: SprayronCellnlvse . 10.2Sn .. .__ . _ FtiiberglassBlacvn • • --- --- Manufacturer; Owens Corning Rock Wool Blankets Density: Aluminum Foil it -Value; R-30 i Polyurethane Open Cell SPF Ceilings(Inaccessible)insulated with: Thickness is inches: 9.5" Manufacturer; Owens Corning X Spray -on Cellulose Fiberglass Blankets Ignition Barrier Density: Fiberglass Blown R-Value: R-30 Cellulose loose Fill Open Cell SPF 3. Interior kneewalls have been insulated with! Thickness in inches: Fiberglass Blankets 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 IFiberglass Blankets been insulated with: Rock Wool Thickness in inches: 3.5" olyurethaus Manufacturer: 10wens Corning Spray -on Cellulose Density; Open Cell SPF R-Value: R-11 S. The following have been insulated: �, 2 03 a. ++r `A:-.AA0 •�� Wynne BuildinCorp�0,►�'±sjub4loti/�',,�++ General Contract/Builder CBC1254041 Cont etenc d Professional Insulators of South Florida, Inc.+7/�f0� Insulation Contractor BY. � �� By. I RECEIVED AUG 17 2015 02/03/2015 18:02 7725805^59 KSM ENGINEERII+r- PAGE 01/01 %F01LAff 9%&JIAVA 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: KSMCu- KSMENGINEERING.NET S.T. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 DATE TESTED PERMIT # CONTRACTOR JOS LOCATION SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 February 3, 2015 14120046 Wynne Development Corp. 13953 Garza Court Fairways Fort Pierce, Florida JOB# : 150251-1d/ES/ji ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH " PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0"-12" 40 109.7 113.3 96.8 2. N.W. 38 109.1 96.3 3. Center 36 110.1 97,2 4. S.W. 40 109.1 96.3 5. S,E. 38 110.3 97.4 Soil Description; Grayish Brown Sand In Place Moisture; 7.6 Percent Optimum Moisture: 11.0 Percent Max. Dry Density: 113.30 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Minimum Required for Staked Foundation to Natural Grade. r 114,0 1 W E I I 113.0 G I I I I H T I I I I 112.0---I—.. �., I ._ .. P I I I i '�7I F 111.0 -r-..._.f I ..t..._..�.. I I I _.�.—.. I I 4._.,. I I li 110.0-..—.I.—..—I.._..�..— I I 1 I I �.._;.—..�..—..� I y 7 8 9 10 11 12 13 14 County Building Department Moisture - % of Dry Weight orrEIVED FE9 04 2015 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 1 Juffe E. Keller, RE.: 68366 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: Nlnt-0oyc JOB ADDRESS: BUILDER/CONTRACTOR: PEST CONTROL CONTRACTOR: - PEST CONTROL LICENSE #: s% !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: o(�S Percentage of solution:. 0 /�a _ Date of Treatment: a-kl S _Footing _ lrt Treatment _Re -Treat _Driveway .151 Treatment _Re -Treat _Other _Ss' Treatment _Re -Treat Chemicals used: k("e Totalgallons'used: ::21'�'- Time of Treatment: 9.OD Slab 10 a Treatment _Re -Treat _Pools la Treatment _Re -Treat _,�Perim/I eter for Final Inspection Si nature oPkxterminator Note., there must be a completed form for each required treatment orre-treatmentand this form mustbe on the job site to be picked up by the inspector at time of each Inspection or the scheduledlnspec0on w11/ fall and a•re inspection fee charged. FBC104.2.6CertificateofpmtscdveTreabnentforpreventionetermites AweatherreslstantjobsrtNpostlngboard shall be prov/ded to receive duplicate Treatment CerWrates as each required protective beabnentis completed, providing a copy for the person the permit is issued to and another copy for the bullidng permit files The Treatment Certificate shall provide the product used, Identity of the applicator, time and date of the treatment, site /oration, area treated, chemical used, percent concentraton and number ofgallons used, to establish a verifiable record of protective treatment If the soil chemical barrier method for termite prevention is used, final exterior beatnentshall be completed pnor to 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, listing all the treatments and dates of applications. •. .'"=•r -E q MEN �i SIT °"r'�',1„� Planning & Development Services JUL � 2 2��� ^. i. di j Building & Code Regulation Division 2300 Virginia Ave St. BR7 1'rr1NG Fort Plerce, Fl. 34982 Lucie County, Ft, - - 772-462-2172 Fax 772-462.6443 CERTIFICATE ®F TERMITE TREATMENT ComsTRUCTION SOIL TREATMENT 3449s1 PERMIT*: )y1Z-60g9 JOBADDRESS: 13i5-3 Ga.r-ze Fork Pfuc,R- BUILDE:/CONTRACTOR: dd 1-10.1 c,o✓l - PEST CONTROL CONTRACTOR: PEST CONTROL LICENSE #: We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance vjltP the standards of the National Pest Control Association. Square feet if area treated: 4 oo s/p Zoo ulr- Chemicals used: Percentage of solutioni Date of Treatment: , I —1 5" _Footing is Treatment !Re Treat Drive y 151 Treatment Re -Treat Other _a / I1, Pud 7L1Treatment `Re -Treat Total gallons used: /�-5— Time of Treatrnent: F = Z' o _Slab _11 Treatment _Re -Treat _Pools _Vt Treatment Re -Treat � Perimeter for na1 Inspection Signature of Extern Mator Note: There must be a completed form for each required treatment or re-trwhnentand th/s form mustbe on the job site to be pidred up by the inspector at time of each inspection or the scheduled Inspection will fall and a•re-inspection fee charged. FBC804.2.6CertifirateofprotectiveTreatmentfarprevenbonoftennites Aweatherreslsiantjoksitepostlngboard strall be provided to receive duplicate TreatmentCertificetes as earn required protecdve treatnentis completed, providing a copy for the person the pemrlt is issued to and another copyfor the bullding permit files The Treatment Certificate shall provide the product used, Identity of the applicator, time and date of the treatment, site location, area treated, chemical used, percent concenbabon and numberofgallons used, to establish a vadffable record of protechbe beabment If the soil c'hemiral barriermethod for termite prevention is used, final exterior treatmentshall be completed prior to final building approval. St Lucie County requires for the final inspection for C®, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. NTAN Materials for Life* grcrete JuLTflVow! We appreciate your business" PEMOITTING 0) pe/St. LuVeOaof ELy/Z Oo 411A Ticket no. / f FORT _PIERCE 4199 SELVITZ ROAD 288722 FT PIERCE, FI_ 34982 Delivery date. Plant Truck IDriver Truck size ITypejob 06/30/15 628 I 13t�:E ACN.ER, DOUGLAS 4.00 �GRg Customer no. Customer name Zone Tax CD 9000453,5 I RODNEY HALL CONCRETE CONST TL Tarmac project no. I customer P.O. no. Order no. .I Terms code t-Charge delivered`3-C.OD. Time due 441031 41745 , ziCharge F.O.B. 4-C.OA 1.03. 13 C 47 Delivery name and address Lot .Block CounTy ST LUCIE COUNTY 13953 GAF22R CIRCLE, FORT FIERCE eton'1'1S Instructions FAIRWAYS SUBDIVISION rnN1J,yIWd3d - Islump -- Slot z a lnr 5. 012 uanti .—� ---.i - r - ----1 Q tY I I Product _ ' �>� ;� A�� U/Nn, Unit price '+Amount 1 Load 1 Cumulative 1 Ordered I Code I Descripti 11 1 4 4, 1 1, 1. 00 4.00 00 00 60 00 00 CA105RI--01#57 10t1901 I+IASTERFIBER N70 Sol FUEL SURCHG 801,1014 ENVIRON SURCHG 801103E SHORT LOAD CY CY LD LD LD Load Arrive jobsite start discharge Finish discharge Leave job site Arrive plant Subtotal Sales tax . TOTAL Additional water added to this concrete will reduce its strength. Any water added is at customer's risk Gallons of water added:_ Gallons of water added: Gallons of water added: _ I Amt of CY Retained: Tested Tested properly' No. Authorized and received by Yes ❑ No ❑ Yes o No - �965722 X Safety is a constant state of mind, with every employee feeling responsible and empowered to act to cause him and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. Lot: Block: Address: Correll Not Correct TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE 1. All sales will be subject to these terns and conanrons (`•Contract') and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terns, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance w Ith the laws of the slate of Florida. For all disputes relating to this Contract, Buyer hereby consents to the jurisdiction and venue of the state and federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last day of the month following the month of deliver), without deduction, retai.nage, set off or charge backs. A cash discount of I % 101" proximo may be deducted if no previous balances are past due. Interest at the lesser of P/.,,'o per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. in addition to any other available rights and remedies, Seller w.ill be entitled to recover from Buyer al I costs of collection and litigation including, but not limited to, reasonable attorneys' tees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and for any waiting/unloadmg periods in excess of 60 minutes. Prices are based on full loads; an additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is 1'6 cubic yards. 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles. sidewalks, drivevvrays, pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payinent of, including all costs of disposal and Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (if) concrete delivered due to Buyer's mistake or in excess of requirements; (in) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quantities are based upon the wet volume at the time of discharge from the truck, and arc not sold •'form measurement" or measured "in place". Yield will be established in accordance with applicable ASTM standards. Buyer will pa) all charges incident to inspection or testa made by or on behalf of Buyer. 8. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller w arrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and Americanicrete Institute ('•AC'I-) standards, when tested in accordance with ASTM and evaluated by AC'I standards. Seller will repair or replace any goods su;- bA by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its wanranty obligations under Florid, .auufe 718 203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING N'v TTl fOL'T L IMITATION TI IL ' X ARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY f-Xr Lt. DED. THE REMEDY SET FORT'II IN 1111S SEC IION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LI M] I FU WAR Rt` NT)r 9. Seller will notce responsible for slurny, =r fgth or •',, vater m other material hat been added by or on beliall'of Buyer. Buyer will ne iesponsible to see that the concrete is handled in accorda p, h,:st construction practices. Seller has no comrol over the placing or handling of concrete after unloading and does not LL- mntee tie link! ' .I %,hich it is used. Buyer will be responsible In prevent concrete after unloading from cnnmhr,_ i. ❑• ;ontact with any material st. •h as alui, im;., stay adversely impact concrete strength. 10. Buyer will turpish any aefu.: cares or ingredients it desire, that at t e` Ll ....y >upphcd by the Seller in the marketplace. Buyer will be s,i-lE respon- sible for the c•r9'ect of such admixture or ingredients o. 'ac conci Nrn extra product which may be required in excess of the mix desrpe a'o':d., or whichmav be. required to provide workability, strength, SCUT '� time •"a -- ter t e nent ratio, will result in an additional ingredient charg.. avahle b-, Buyer. 11. Concrete will be batched a. I delivered in accordance with ASTM C-94, Concrete temperature will be dictated by the environmental and material condi- tions at the time ofdeh very. ,Any requirement beyond these conditiot s will require the imp: cnmcntation of controlled measures during production at the expense of Buyer. 12. It,,, cr must give Seller writ notice within 48 hours after delivery of -at v claim against Sellar a, a result of any alleged nonconforming materials or any aher cause wbata•:•v Cr (oiler than failure to meet compressive strenvth in w•hinb event the ur]r• for notice will be within 48 hours after the customary time for analysis oC fi: test evlinds), time being of the essence. lei �N ill be t it reasonul e opportunity to investigate all c!."nt:. Any failure by Buyer to give written n. Lice widain ,tell 48 hour period wili d1 X CnnUILIA.; waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANC'F'. FOR ANY SPECIAL, INC'TDENTAL, PUNITIVE OR C(rNSFQUF.NTIAL DAMAGES INCLUDING WITHOUT LIMITATION, ANY DANIA S' RFC.ATFD TO DELAY. WHETHER BASED ON S. `FL'9F„ TORT, CONTRACT, OR OTHERWISE, AND WHETHER OR NOT ARISING FROM SELLER'S NFGL'GENCE, STRICT LIABILITY OR FA(.: LT.. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE. DL:F. TO TH)' ACTIONS OF 01F1r KS ORTIIE FAILURE OF 13UYERTO COMPLY \WITH ITS OBLI(jATIONS. SELLER'S LIABILITY FOR ANYCLAIMS Wit L BE LIMITED l'O THE PURC•IIASE PRICE OF THE GOODS SOLD UN DER TI I I S C 0', 14. TJotice. All notices to Seller will be sent in writing to the sales office is,;rine r. • price quotation, with a copy to Credit Deparnnent 455 Fairvvav Drive, )cerfield Beach, Fl, 3344 - 15, Sece:., !, y. The ulenforceability, of any provision of this Contract will not affect the enforceability of any other provision of tlris Contract rid each other prow ision of this Cot tract will be severable and enforceable to the extent permitted by law. WARNING: CAUSES SKIN IRB[TATIOY - IN.ICRIOUS TO EYES CO',1AIN'SPORTLANDC1MENT. FRESHLY MIXEDC'ONCRETI MAY CALSLSKIN IRRITATION ORINJURY. AVOID CONTACT WITH SKIN XHERE POSSIBLE. WASH f XPOSED AREAS PROMPTLY WITII N6:ATER. IF ANY MIXTURES GET rNTO THE EYE. RINSE IMMEDIATELY WIT I WATF RAND GET PR )MPl MEDiC•ALATTENTION. KFFP OL T OF R EAC 1f OF CH ILDRFN. YIAT'Et-LNL SAFETY DATA FIIEET'S (,N7SDS) ARE,il']ILNBLE AT WNN'NN: rl'FANA;IIERICA.CO.M. Rev a 2-08 06/17/2015 09:40 7728787656 WYNNE BUILDING CORP PAGE 01/01 06/18/2014 15:29 7728787656 WYNNE BUILDING CORP PAGE 02103 °_CO UT4 T Y W..;1, "fir"A' SL Lucie County Building & Zoutn$ Department 2300 VirginhAvenue Fort Pierce, FL 34982 772A62.2165 Fax 772-46M443 ���1�` Request for 30-Day Temporary Power Release Date: L4nv Property Address: rera3it Nuw6crz\� C ' THE UNDERSIGNED HEREB7l BEQUEST RELEASE OF ELECTRICAL POWER TO THE AB OVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL FREBY INSPECTION. IN CONSIDERATION OF APPROVAL OFTHE REQUEST WE H ACKNOWLEDGE AND AGREE AS FOLLOWS, 1. Tuts temporary power release is rcgaested fork a a� �ted mtted by only - gild' strut#on there.wM be no otcapa,tcy of any type during this time puled. 7- As'wttneas by our slgaatures, we hereby aU= to abide by all terms end conditions of this agremmlimt, inttediog Bandies Division, policy, wbdcb is incorporated bacla by refereace. 3. fill conditlOW and requireslems listed in the attached document entitled "Requirements for 30 Day Power for Tesfing!t bave been felfilled and the premi" is ready for COAVHaace inspecton. 4. All requests for an extension beyond 30 days meal be made in writing to the Building Ofbcial stating the reason For the reques4 Power may be removed from the site andlor a Stop work Order Issued ff the Plus], inspection has not been approve0 within 30 days. A fee of SIM00 will be "Aalred•t0 Oft the Stop Work Order. WE HEREBY RELEASE AND AGREU TO HOLD HARMLESS, ST, LUCM COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAMS 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 W EVENT OFMOLATI" OF THIS AGREEMENT. / ~_F TITAN COWCRETB Materials for•Life°I grancretd Ax-yK��,/�/Z -(0 b y4 "Thank you - We appreciate your FORT PIERCE 4199 SELVITZ ROAD FT PIERCE, FL 34982 G N 1 2 I MfMBEP Ticket no. 287341„ r Delivery daf¢2/IS/ 1S Plant 628 Truck 13 p'river DOMINGUEZ, LEON Truck size 9.00 Typejob BEAR Customer n I Customer narfieUU1XQ CORCRETE CONS1 Zone Tax CD ` Tarmac profe`ci no. 3 Customer P.O. no.. Order no. 3V� I Terms code t Charge delivered 3-C.O.o: Time due 2-Charge F.O.B. 4-C.O.D.F02. Delivery naMe an 2r re l.0 A 1 Lot Block County 13953 GARZA CT, FORT PIERCE I 95 N, RT INDRIO RD U TURN BACK TO TR SPANISH LAKES BLVD Instructions ,R7ABUS S 1, HT GAR27FC► f Slump b. (OIL Quantity I�ProtluR� � �_; U/M Unit price7 I)mount Load �J: Clidnulative b•rdAYed CDptfSniiOV1(U 7Ft3 1'11.00 80( �007 FUEL SURCHG LD 00 ].Wa 801014 ENVIRON SURCHG I I LD Load Arrive job site Additional water added to I\, r-a <•st 'Tf r"7 t.y CD C� Q tD Start discharge Finish discharge Leave job site Arrive plant Subtotal Sales tax TOTAL concrete will reduce its strength. Any water added is at customer's risk. Gallons of water added:_ Gallons of water added: Gallons of water added: _ Amt of CY Retained: Customer Approval: Customer Approval: .Customer Approval- Customer Approval: Tested Tested properly I- No. g 6 3 ��2 I Authorized and received by LDn Yes ❑ No ❑Yes ❑ No X x( Lot: Safety is a constant state of mind, with every employee feeling responsible and empowered to act to cause him and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. Block: .r. Address: Correll Not Correct ! I ICTn I%ACQ (InOV TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE 1. All sales will be subjeef to these terms and conditions ("Contract") and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms; including any terms contained in Buyer's purchase order• are excluded unless. agreed to by Seller in writing. Any changes must be in writing and signed by each party. This. Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to the jurisdiction and venue of the state and federal cottrts for the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last day of the month following the month of delivery, withoutdeduction, retainage, set off or charge backs. A cash discount of I % I Om proxitno may be deducted if no previous balances are past due. Interest at the lesser of Ph% per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies, Seller will be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and for any waiting/unloading periods in excess of 60 minutes. Prices are based on full loads; an additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is 1'4 cubic yards. 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quantities are based upon the wet volume at the time of discharge from the truck, and are not sold "form measurement" or measured "in place". Yield will be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. 8. Limited Warranty: Buyer is solely responsible for determining the type. and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute (-ACT") standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION ITIE WARRANTIES OF MERCHANTABILITYAND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum. which may adversely impact concrete strength. 10. Buyer will furnish any admixtures or ingredients it desires that are rat regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect of such admixture or.ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability, strength, setting time or water/cement ratio, will result in an additionalingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance with ASTM C-94. Concrete tcmperaune will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Sellerwritten notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY. WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WHETHER ORNOT ARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. INNO EVENT WILL SELLER BE RESPONSIBLE' FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation, w ith a copy to Credit Department, 455. Fairway Drive, Deerfield Beach, FL 33441. 15. Severability. The unenforceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be severable and enforceable to the extent permitted by law, - - WARNING: CAUSES SKIN IRRITATION - IN lURIO S TO EYES CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WITH WATER AND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT WWW.TITANAMERICA.COM. Rev'd 2-08 TITAN. � COIVCRE"f'E Materials for Life" grmcrete J ti "Thank ou - Wer`a reciate our business" n Y 4 Y Z,.� Q �/ Ticket no. FORT PIERCE L� 4199 SELVITZ ROAD 287248 FT PIERCE' FL 34962 Delivery date Plant Truck Driver Truck size I Type job 02/10/15 628 1419 WINGFIELD, GODFRE" 11.011 SLAB Oh Customer no. Customer name Zone Tax CD 90004535 I RODNEY HALL_ CONCRETE CONST - I T` Tarmac project no. ` I Customer P.O. no. Order no. I Terms code t{Charge delivered 3C.o:D: Time due 441031 16451 /zsnar9ee0B GC.O.D-F.O.B. 08:14t Delivery name and address Loi Block County ST LUCIECOUNTY 13953 53 GA GARZA, FORT FIERCE Instructions ##FAIRWAYS SUBDIVISION** I 95 & INDRIO ROAD islump Quantity j ,Product` Unit pace Amount Load Cumulative Ordered Code Description 111 00 ;3. 00 3 :.00 CAI B5RIO2500 #57 CY i 11. 00 10ti901 MASTERFIBER M70 .75t CY 1, 00 8011007 FUEL SURCHG LD 1.00 8011014 ENV I RON SURCHG LD - Load Arrive job site start discharge Finish discharge Leave job site Arrive plant Subtotal — j Sales tax TOTAL Additional water ad, dgd to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water added:_W Gallons of water added: _ Gallons of water added: _ I Amt of CY Retained: Customer Approval: Customer Approval: Customer Approval: I Customer Approval: Tested Tested properly No. Authorized and received by ❑Yes ❑No ❑Yes ❑No S963050 IX - Lot: Safety is a constant state of mind, with every employee feeling responsible and empowered to act to cause him and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. Block: Address: Correct Not Correct S. 0127 TITAN FLORIDA LLC TERMS AND CONDITIONS OF S 1. All sales will be subject to these ....... and conditions ('Contract") and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to the jurisdiction and venue of the state acid federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last day of the month following the month of delivery, without deduction; retahtage, set off or charge backs. A cash discount of I % 10°' proximo may be deducted if no previous balances are past due. Interestat the lesser of I lh%per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies, Seller will be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees: Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and for any waiting/unloading periods in excess of 60 minutes. Prices are based on full loads; an additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is Ph cubic yards. 4. Buyer will give Seller at least 48 hours prior notice ofthe time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to. dispatch, however, Buyer waives any claims associated with any delays in delivery. 5. Buyer mast provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage. to vehicles,sidewalks, driveways, pipes, septic tanks, and/or otherproperty, and Buyer will indemnify and hold Seller harmless from and againstany and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quantities are based upon the. wet volume at the time of discharge from the truck, and are not sold "form measurement" or measured "in place". Yield will be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. 8. Limited Warranty; Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACI") standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations wider Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCI IANTABILITYAND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. TIME REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDERTIIIS LIMITED WARRANTY. 9.. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled is accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as alunifi um, which may adversely impact concrete strength. 10. Buyer will furnish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability, strength, setting time or waterkementratio. will result in an additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE. OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WHETHER OR NOT ARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. INNO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation; with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL 33441. 15. Severability. The unenforceability of any provision of this Contract will not affect the enforceability of any oilier provision of this Contract, and each other provision of this Contract will be severable and enforceable to the extent permitted by law, WARNING: CAUSES SKIN IRRITATION- INJURIOUS TO EYES. CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WITH WATER AND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (.MSDS) ARE AVAILABLE AT W WW.TITANAhIERICA.COM. Rev'd 2-08 Il � JOSEPH E. SMITH, CLERK OFCIRCUIT COURT — SAINT LUCIE COUNTY FILE if 4018186 OR HOOK -- PAGE 2093, Recorded 12/02/2014 at 11L--: AM ArTM RECOROINO.ArriulaN 10i I II PE0.MTNUMBER' IL::51'^'"i. nor,.N Rv nc.,nlny, i.dr J NOTICE OF COMMENCEMENT The undersigned hereby give notice that improvement will be made to em ain real property, and in accordance with Chapter 713. Florida statutas the followingtinformation is provided in the Notice of commencement. I. DESCRIPTION OF PP nPERTy (Legal desription and sued address) TAX FOLIO NUMBER:.1 306 —1 1.1 —0 0 01 —0 0 0 / O all that part lying northeast of 95 2, GENERAL DESCRIPTION OF INPRUYEMh s:. — —-_ —- - - 3.Oy ER INFORMATION: •. Name . b. Address 8000 S. US1. Suite 402, PSL, FL 34952 c. imcrca, in property d. Name and address of fee simple 60eholder(i( other than owoer) a. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: WV De el Ome t COrpOrat ion 8000 S US1 Suite 402 PSL FL 34952 772-878-5513 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6- LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within Ne Su,e of Floritla dcsigneled by Owner upon whom notimx aroNcr tlocuments may be,c-cd es provided by Section 713.13 (I)(a) 7., Florida Statutes: ADDRESS AND PHONENUMBER: Tom Lee Spanish Lakes Blvd. F[. Piecce, FL- 901- NAME, 0590 S. In addition w himself or hersdl. Owner designates Mc following to receive a copy of the Lienoh Nods as provided in Section 713.13 (0(b), Flonda Stawms: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commenedocm (the expiration date is 1 ycm from the darn orrecording unless a different dam is specified) . _,20_ rnM i ._-... .. —.. mENLEMENT Matth LV1 WV V' e—PrEs_ident Signature of Owner or Prim Name and Provide Signatop's TiIIJORu Owner's Authonecd ORcu9 j,ecd rParh+edbdanagcr 5,ale or Florida County of sr r rie /pp `/ n JfrX ,,e�.w .70� The foregoing Insuumm, was acWawledZed berare me this �o day of — E7s)T BY Mattheir Lyle Wynne ,as (/,cE_/-�F�r1l (Type of authority...c.g. Owner. Wheel. wsac, anornry m bin) (Name of person) For Wyn a Building Corporation __. /or the following type of TO: Known_ (Name of pony on behalf of whom instrument produced was executed) Personally p B ANNBA IN r2 w.'- public State of flo t Floridap t,-x Nataty public Expire, (w�\,.,1 Eaplres 0c12. 2016 ./1 //jj V HNA% 6,4-W,,J x My Comm. =� d; Commission N FF055226 �w (Primed Namco(Notary Public) (Signatu¢arN Public) ,....tip Bonded lhtaupa Natloml NotlryAssn. Under penalties of perjury, I declare that I have read the foregoing and that the acts in e c es o y n w rig and beher(seetion 92.525. Florida Slalules). Signuture(s)or el Owncr(s)' Authorize Offic ircc10,1F.rtnealm anage, who signed a be,,: B x... audem.ma>.:.al By STATE OF FLORIDA f ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COP OF THE ORIO1dAL./� i // /7tloLaQAII� SMITH. Ls[t ,. Date: _ '-sa ^ WYNNE uUILDING CORPORATION 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie December 12, 2014 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 13953 Garza Permit # 1412-0046 To Whom It May Concern: Miami Division Miami In regards to the above property, the mobile home that was located on the lot was moved off the property by the homeowner. If you have any questions I can be reached at (772) 878-5513. Thank you, Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 I co Y® CD cz cz C3 G o 4-1 C. C. q rZ 5 ig— 0 SETB te• FRO a FRONT ♦ SIDES CNR SIDES /�- o s--rY FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: TO--,CL1" WYNNE BuiPermit \2NNES Street: -�Q\3S Office: City, State, Zip: PORT T. LUCIE , FL, 34983 Permit Number: Owner: Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types (1788.5 sgft.) Insulation Area 2. Single family or multiple family Single-family a.. Concrete Block - Int Insul, Exterior R=5.0 1788.50 ft2 b. N/A R= ft 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1720.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1720.00 ft2 6. Conditioned floor area above grade (ft') 1720 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(118.5 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 176 a. U-Factor: Sgl, U=1.30 118.50 ft2 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 41.5 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 41.5 HSPF:8.70 SHGC: Area Weighted Average Overhang Depth: 0.624 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1720.1 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1720.10 ft' b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits None Glass/Floor Area: 0.069 Total Proposed Modified Loads: 30.18 PASS Total Standard Reference Loads: 39.33 1 hereby certify that the plans and specifications covered by Review of the plans and g CH$ STq? this calculation are in c pliance with a Flon a Energy specifications covered by this ' s Code. calculation indicates compliance aB0, „ �= ' a VO with the Florida Energy Code. � u�, �,.•„ O PREPARE RV- Bef a construction is completed C DATE: t ' building will be inspected for c9 A compliance with Section 553.908 t I hereby certify that this but d 'gned, is in compliant Florida Statutes. with the Florida Ent COD we Y4� OV1(N R/F T' -- `� BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist FILE ChOPY 7/30/2012 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Building Type: Owner. # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: WYNNE CARLTON 70 III Bedrooms: 3 User Conditioned Area: 1720 Total Stories: 1 1 Worst Case: No WYNNE Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Single-family New (From Plans) Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address St. Lucie PORT ST. LUCIE , FL, 34983 CLIMATE / v Design Location IECC Design Temp TMY Site Zone 97.5 %0 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL ST LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockl 1720 13760 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1720 13760 Yes 2 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 179 fit 0 1720.06 ft — 0 0 1 ROOF # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Gable or Shed Composition shingles 1813 W 286 ft' Medium 0.5 N 0.9 No 0 18.4 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1720 fN N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 1720 ft' 0.1 Wood 7/3012012 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 N Exterior Concrete Block - Int Insul Main 5 69 6 8 6 590.75 ft, 0 0 0.8 0 2 N Exterior Concrete Block - Int Insul Main 5 2 6 8 0 20 ft' 0 0 0.8 0 3 E Exterior Concrete Block - Int Insul Main 5 19 6 8 0 156 IF 0 0 0.8 0 4 S Exterior Concrete Block - Int Insul Main 5 56 1 8 0 448.6666 0 0 0.8 0 5 W Exterior Concrete Block- Int Insul Main 5 38 3 8 6 325.125 It 0 0 0.8 0 6 S Exterior Concrete Block - Int Insul Main 5 31 0 8 0 248 ft' 0 0 0.8 0 DOORS # Ornt Door Type Space Storms, U-Value Width Height Area Ft In Ft In 1 E Wood Main None 0.6 3 0 7 0 21112 2 - Wood Main .. None 0.39 3 0 7 0 16.25 ft WINDOWS Orientation shown is the entered Proposed orientation. _ / Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Tinted) Yes 1.3 0.5 24 ft' 0 ft 6 In 0 ft 0 in None None 2 E 3 Metal Single (Tinted) Yes 1.3 0.5 20 ft' 1 ft 0 in 0 ft 6 in None None 3 S 4 Metal Single (Tinted) Yes 1.3 0.5 12 ft' 1 ft 0 in 0 ft 6 in None None 4 W 5 Metal Single (Tinted) Yes 1.3 0.5 30 ft' 1 ft 0 in 0 it 6 in None None 5 W 5 Metal Single (Tinted) Yes 1.3 0.5 32.5 IF 0 It 0 in 0 ft 0 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8ft' 382.8 ft' 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 2255.7 123.84 232.89 0.3650 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.7 41.5 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 41.5 kBtu/hr cfrn 0.8 1 sys#1 7/30/2012 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 ' HOT WATER SYSTEM # System Type SubType Location EF Cap Use SelPnt Conservation 1 Electric None Garage 0.9 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS / — Supply — -- Return — Air Percent HVAC # V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 176 ft' Attic 130 ft' Default Leakage Attic (Default). (Default) % 1 1 TEMPERATURES Programabl[CoolingreX']Thermostat:N Gelling Fans: Vent FebrX'] Feb IJan Marf N Mar W Apr IIXJun [[X]] May Jun Jul �[X Aug SIX Sep f Oct[tX,] Nov Nov H Dec ng [ ]Jan [ ] [ [ [ ] [ [ X� [X] Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Heating (WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 7/30/2012 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT #: PORT ST. LUCIE, FL, 34983 MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENTS) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not.exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 Space permitting. 7/30/2012 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index, the more efficient the home. PORT ST. LUCIE, FL, 34983 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned Floor area (" 7. Windows" Description a. U-Factor: Sgl, U=1.30 SHGC: SHGC=0.50 b. U-Factor: N/A SHGC: c. U-Factor. N/A SHGC: d. U-Factor. N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block- Int Insul, Exterior R=5.0 1788.50 ft' b. N/A R= ft' 1 c. N/A R= ft' 3 d. N/A R= ft' No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1720.00 ft' 1720 b. N/A R= ft' Area c. N/A R= ft' 118.50 ft' 11. Ducts a. Sup: Attic, Ret: Attic, AH: Attic R ft' 6 176 ft' 12. Cooling systems kBtu/hr Efficiency ft° a. Central Unit 41.5 SEER:15.00 ft' 0.624 ft. 0.500 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1720.10 ft' b. N/A R= ft' c. N/A R= ft' I certify that this home has complied with the Florida Energy Effici Construction through the above energy saving features which will in this home before final inspection. Otherwi a new EPL Disp based on installed Code compliant feat Date Address of New Home: 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits icy ode for Building nstalled (or exceeded) Card will be completed City/FLZip:�r 3k5'S� kBtulhr Efficiency 41.5 HSPF:8.70 Cap: 40 gallons EF: 0.9 None "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 Cade, Energy Conservation, contact the Florida Building Commission's support staff. "Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software S Pro ect umma Job: -�d- wrightsoft" � � Date: JULY 25, zolz Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-87a-2799 Fas 772-785-9144 Web: comfortcontrolofslc.com Project• • For: CARLTON 70 III BEDROOM, WYNNE BUILDING CORP. PORT ST. LUCIE, FL 34983 Notes: C5:3Q Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TO 28 OF Heating Summary Structure 17435 Btuh Ducts 4298 Btuh Central vent (37 cfm) 1143 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 22876 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heatingg Coolingg Area(ft' 1720 1720 Volume k 14858 14858 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 94 50 Heating Equipment Summary Make Carrier Trade COMFORT 15 PURON HP Model 25HCB536A30 AHRI ref no3032420 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.5 HSPF 36000 Btuh @ 47OF 28 OF 1180 cfm 0.054 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gr/Ib Sensible Cooling Equipment Load Sizing Structure 18569 Btuh Ducts 5276 Btuh Central vent (37 cfm) 612 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 23235 Btuh Latent Cooling Equipment Load Sizing Structure 2469 Btuh Ducts 1535 Btuh Central vent (37 cfm) 1552 Btuh Equipment latent load 5556 Btuh Equipment total load 28790 Btuh Req. total capacity at 0.70 SHR 2.8 ton Cooling Equipment Summary Make Carrier Trade COMFORT 15 PURON HP Cond 25HCB536A30 Coil FX4DN(B,F)037 AHRI ref no3032420 Efficiency 12.7 EER, 15 SEER Sensible cooling 124780 Btuh Latent cooling 10620 Btuh Total cooling 35400 Btuh Actual air flow 1180 Cfm Air flow factor 0.049 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W rl I1150f�' 2012-Aug-02 20:38:19 ^_ 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 ACCA EAWrightsoft HVAC\Wynne Corp%WYNNE CARLTON 70 11l.rup Calc = MJ8 Front Door faces: W Load Short Form Job: wrightsoft• Date: JULY 25, zotz Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST- LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comforlcontrolofale.com Project• • For: CARLTON 70111 BEDROOM, WYNNE BUILDING CORP. PORT ST. LUCIE, FL 34983 Design Information Htg Cig Infiltration Outside db ('F) 42 90 Method Simplified Inside db ('F) 70 75 Construction quality Average Design TD ('F) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT COOLING EQUIPMENT Make Carrier Make Carrier Trade COMFORT 15 PURON HP Trade COMFORT 15 PURON HP Model 25HCB536A30 Cond 25HCB536A30 AHRI ref no3032420 Coil FX4DN(B,F)037 AHRI ref no3032420 Efficiency 8.5 HSPF Efficiency 12.7 EER, 15 SEER Heating input Sensible cooling 24780 Btuh Heating output 36000 Btuh @ 47OF Latent cooling 10620 Btuh Temperature rise 28 OF Total cooling 35400 Btuh Actual air flow 1180 cfm Actual air flow 1180 cfm Air flow factor 0.054 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.81 ROOM NAME Area (ft') Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 102 1321 904 72 45 LAUNDRY 53 982 1942 53 96 KITCHEN 144 364 3185 20 158 MS BATH 56 924 500 50 25 MS CLOSET 63 74 202 4 10 MS BDRM 305 5443 6287 296 311 HALL 23 27 72 1 4 BATH 45 503 294 27 15 BDRM 2 194 4604 3130 250 155 CLOSET 23 277 148 15 7 BDRM 3 189 1828 1439 99 71 -.---.- --. 1n1 c000 97AA 904 9PA LIVING Rivl ucu Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-Aug-02 20:38:19 ^.� wrightsoft' Right-Suile®Universal2012 12.0.04 RS005864 Page 1 ZbC E:\Wrightsoft HVAC\Wynne Corp1WYNNE CARLTON 70111.n1p Calc =MJ8 Front Doorfaces: W Entire House d 1720 21733 23845 1180 1180 Other equip loads 1143 612 Equip. @ 0.95 RSM 23235 Latent cooling 5556 V IFILJ IrGV LGV/V LVI.JV I. - .... Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-Aug-02 20:38:19 wri htsoft Page 2 �- 9 Right -Suite® Universal 12.0.04 RSU05884 E:\Wnghtsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = NIJ8 Front Door faces: W +� wrightsoft' Right-J®Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcamrolo/slc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 Exposed wall 179.0 It 6.0 It 3 Room height 8.6 It d 8.0 It heat/cool 4 Room dimensions 6.0 x 17.0 ft 5 Room area 1720.0 W 102.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (W) Load number (Bluh/ft'-°F) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heal Cool Gross N/PIS Heat Cool Gross N/PIS Heat Cool 6 l4/ 12C-0sw 0.091 n 2.55 2.18 591 579 1474 1264 0 0 0 0 �C 1D-c2om 0.870 n 24.36 27.10 12 0 292 325 0 0 0 0 W 13A-5ccs 0.125 n 3.50 2.22 20 20 70 44 0 0 0 0 t� 12C-0sw 0.091 a 2.55 2.18 156 115 293 251 48 27 69 59 11 I-C 1A-r1ob 1.080 a 30.24 48.10 20 1 605 962 0 0 0 0 L-D 11,10 0.600 a 16.80 17.40 21 21 353 365 21 , 21 353 365 12C-Osw 0.091 5 2.55 2.18 449 443 1128 967 0 0 - 0 0 t-C 1A-r1om 1.270 s 35.56 26.39 6 6 213 158 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 325 262 668 573 0 0 0 0 - 1Dc2cw 0.570 w 15.96 59.58 30 2 479 1788 0 0 0 0 E-t, G 4AS-2oind o.T70 w 21.56 47.10 33 0 701 1531 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 248 232 629 198 124 124 337 106 L-D 11D0 0.390 n 10.92 11.31 16 16 177 184 0 0 0 0 C 16A-30m1 0.032 - 0.90 2.32 1720 1720 1541 3990 102 102 91 237 F 22A-lpm 1A80 - 33.04 0.00 1720 179 5914 0 102 6 r 198 0 6 c)AED excursion 1092 -24 Envelope loss/gain 14539 13693 1048 743 12 a) Infiltration 2896 816 90 25 b) Room ventilation 1 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 3600 0 Subtotal (lines 6 to 13) 17435 18569 1138 769 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 r 0 0 14 Subtotal 17435 18569 1138 769 15 Duct loads 25% 28% 4298 5276 16% 18% 183 135 Total room load 21733 23845 1321 904 Air required (ctm) 1180 1180 72 45 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. IT 2012-Aug-02 20:38:19 wri htsoR' Right-SuteUniversal 2012 12.0.04 RSU05864 Page 1 .95r�P. EAWrightsoft HVAC%Wynne Corp1WYNNE CARLTON 70 Ill.nrp Calc = NU8 Front Door faces: W + wrightsoft Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfoncontrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area LAUNDRY 7.5 It 8.0 it heatlowl 7.0 x 7.5 it 52.5 fl' KITCHEN 0 ft 8.0 It heaVcool 1.0 x 144.0 It 144.0 It' TY Construction number U-value (Btuh/ft'-"F) Or HTM (Btuh/ft� Area (ft� or perimeter (it) Load (Btuh) Area (ft� or perimeter ,(ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 11 1{J I--(i W N1 F--G LL--DD 12C-0sw IDc2om 13A-5ocs 12C-0sw tA41ob 11,10 12C-0sw 1A-r1om 12C-OSW D-C2ow 4A5-2omd 1213-0bw 11DO 16A-30m1 22A4pm 0.091 0.870 0.125 0.091 1.080 0.600 0.091 1.270 0.091 0.570 0.770 0.097 0.390 0.032 1.160 n h n a a a s s w w w - n - - 2.55 24.36 3.50 Z55 30.24 16.80 2.55 35.56 2.55 15.96 21.56 2.72 10.92 0.90 33.04 218 27.10 2.22 2.18 46.10 17.40 2.18 26.39 2.18 59.58 47.10 0.85 11.31 2.32 0.00 0 0 0 0 0 0 60 0 0 0 0 56 16 53 53 0 0 0 0 0 0 60 0 0 0 0 40 16 53 8 0 0 0 0 0 0 153 0 0 0 0 108 177 47 248 0 0 0 0 0 0 131 0 0 0 0 34 194 122 0 0 0 0 0 0 0 0 0 0 0 0 68 0 144 144 0 0 0 0 0 0 0 0 0 0 0 68 0 144 0 0 0 0 0 0 0 0 0 0 0 0 185 0 129 0 0 0 0 0 0 0 0 0 0 0 0 58 0 334 0 W Et1 P L-D C F r 6 c) AED excursion S1 1 -84 Envelope loss/gain 1 733 419 314 308 12 a) Infiltration b) Room ventilation 113 0 32 0 r 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 1200 0 - 0 2400 Subtotal (lines 6 to 13) 1 846 1651 3141 2708 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 16% IWAI 0 0 0 846 136 0 0 0 1651 291 16% 18% 0 0 0 314 50 0 0 0 2708 477 Total mom load 982 1942 364 3185 Air requiretl (cfm) 53 96 20 158 Calculations approved by ACCA to meet all requirements Of Manual J 8th Ed. ,..t ` wri htsoR, 2012-Aug-02 20:38:19 - F g Right -Suite@ Universal 2012 12.0.04 RSU05864 Page 2 ACCA EAWrighlsofl HVAC1Wynne Corp1WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W wrightsoft• Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS BATH MS CLOSET 2 Exposed wall 8.0 It 0 It 3 Room height 8.0 It heat/cocl 8.0 It heat/cool 4 Room dimensions 7.0 x 8.0 It 7.0 x 9.0 It 5 Room area 56.0 W 63.0 W Ty I Construction number U-value (Btuh/Wle) Or HTM (Btoh/ft� Area (ftj or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Load (Btuh) Heat cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 11 lAI I--(i W 12C-0sw 113c2om 13A-5ocs 12C-0sw 1A-rlob 11J0 12C-0sw to-rlom 12C-0sw 4A5-2omd 12B-0bw 11DO 0.091 0.870 0.125 0.091 1.080 0.600 0.091 1.270 0.091 0.570 0.770 0.097 0.390 n n n a a a s 5 w w w - n 2.55 24.36 3.50 2.55 30.24 16.80 2.55 35.56 2.55 15.96 21.56 Z72 10.92 2.18 27.10 2.22 2.18 48.10 17.40 2.18 26.39 2.18 59.58 47.10 0.85 11.31 0 0 0 0 0 0 64 6 0 0 0 0 0 0 0 0 0 0 0 58 6 0 0 0 0 0 0 0 0 0 0 0 148 213 0 0 0 0 0 0 0 0 0 0 0 127 158 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-1' W Et1Dc2cw q I--O C 16A-30ml 0.032 - 0.90 2.32 56 56 50 130 63 63 58 146 F 22A-tpm 1.180 - 33.04 0.00 56 8 264 0 63 0 0 0 r 6 c) AED excursion -13 4 Envelope loss/gain 676 401 56 142 12 a) Infiltration b) Room ventilation 120 0 34 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 1 0 0 0 0 0 Subtotal (lines 6 to 13) 796 435 56 142 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 16% 15% 0 0 0 796 128 0 0 0 435 65 321/6 42% 0 0 0 56 18 0 0 0 142 60 Total room load Air required (cfm) 924 50 500 25 74 4 202 10 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. htsoft' r 2012-Aug-02 20:38:19 wri 9 Right-Sufte® Universal 2012 12.0.04 RSU05864 Page 3 �� EAWrightsoft HVAC\Wynne Corp1WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W mA IIIW N m +' m mAWN+ D1 oU1 .Urr m m gm m G s D ILr 1IL IL <c < T�U�Ll4)< 1 pv pv pv MM 00080 �b R.O.�NN .q 3 m 333m3 o'g=�'ol om� 0 w A9' g� � - S3 3^ b'gaa+O�+n+D3+nN�tuuu O'+� Hmnn32.3 06o�6oLoiomN 3� >>= a v oN H o W no c a0 2E d� +000 yo oO+oo+000a �� NN n7 0 80 wof 141 ti am0N Zia N O N O V O O+ O+ O O+ m O+ (� Omm0g!-?, O(N. 5, x N O pWN'' �0 AONNmOINmNOAVIO mm �� N O N+ O V d N N N V M. O y o ia'' mommmmoom G) o Dp W a m Vl y pW O p IOT m O O O O m O V O O O O O +m 3'^ N m a m+ 9 0 N N O O O NtmO O V 0 0 0 0 0 m X O [0 a i �NpA m AW Wy+ a.9000 0 mV W mf� VNN N NO r m>' v pO o WN p mA p A NN a + V V A m +V AA000 A 00 a-W (mom m (+p ONOOOdAO(Jil000000V1 G) D N o u�ui0000000000000 pa N 3� N N m m o A a v N S m OfNi10000000000000 2 X OD Z m o + J m O O O O O O O O O O O O O O O O O O O O O O O V 8 O a N + O 0 0 + O O O O N N .2 ... O O O O ....... EN LZ o OZ-1 g CC 7' 0 L 1 0 O yp 0 r m o M cn 0 Z 0 wrightsofV Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-876-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area BATH 5.0 It 8.0 It heat/cool 9.0 x 5.0 it 45.0 ft- BDRM 2 40.5 ft 8.0 It heat/cool 1.0 x 193.6 it 193.5 ft' Ty Construction number U-value (Btuhlftk'F) Or HTM (Btuh/ft2) Area (115 or perimeter (11) Load (Btuh) Area (ftj or perimeter (ft) Load (Btuh) Heat Cool Gross N/WS Heat Cool Gross NIP/S Heat Cool 6 11 Ur/ t-G W 12C-Osw 1Dc2om 13A-5ocs 12C-Osw IA-rlob 11J0 12C-0sw 1A-riom 12C-0sw 11)c2ow 4AS2omd 128-0bw 11D0 16A-30ml 22A4pm 0.091 0,870 0.126 0.091 1.080 0.600 0.091 1.270 0.091 0.570 O770 0.097 0.390 0,032 1.180 n n n a a a s s w w w - It - - 2.55 24.36 3.50 2.55 30.24 16.80 255 35.56 255 15.96 21.56 272 10.92 0.90 33.04 2.18 27.10 2.22 2.18 48.10 17.40 2.18 26.39 2.18 59.58 47.10 0.85 11.31 2.32 0.00 40 0 0 0 0 0 0 0 0 0 0 0 0 45 45 40 0 0 0 0 0 0 0 0 0 0 0 0 45 5 102 0 0 0 0 0 0 0 0 0 0 0 0 40 165 87 0 0 0 0 0 0 0 0 0 0 0 0 104 0 108 0 0 108 20 0 108 0 0 0 0 0 0 194 194 r 108 0 0 88 1 0 108 0 0 0 0 0 0 194 41 Z75 0 0 224 605 0 275 0 0 0 0 0 0 173 1338 236 0 0 192 962 0 236 0 0 0 0 0 0 449 0 1W �--G WII �^ I� I---G R L-D C F r 6 c)AED excursion -6 -49 Envelope loss/gain 307 185 2891 2025 12 a) Infiltration b) Room ventilation 75 0 21 0 609 0 172 0 13 Internal gains: Occupants @ 230 Applianceslother 0 0 0 0 , 0 0 Subtotal Qines 6 to 13) 1 383 207 3500 2197 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 32% 42% 0 0 0 383 121 0 0 0 207 88 32% 42% 0 0 0 3500 11D4 0 0 0 2197 933 Total room load Air required (cfm) 503 27 294 15 4604 250 3130 155 _ Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-Aug-02 2 -Fk- wrigttttsoR' Right -Suite® Universal 2012 12.0.04 RSU05864 Page 5 ACZcA EAWrightsoft HVAC1Wynne Corp1WYNNE CARLTON 70 lll.mp Cale = MJ8 Front Door faces: W F� wrightsoftRight-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcommlofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name CLOSET BDRM 3 2 Exposed wall 2.5 It 14.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 9.0 x 2.5 It 131 x 14.0 It 5 Room area 22.5 W 189.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ftl Load number (BtuWft;°F) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/PIS Heat Cool Gross MP/S Heat Cool 6 N/ 12C-0sw 0,091 n 2.55 2.18 0 0 0 0 112 100 255 218 I--li 10c2cm 0.870 n 24.36 27.10 0 0 0 0 12 0 292 325 W 13A-5ccs 0.125 n 3.50 2.22 20 20 70 44 0 0 0 0 �/ 12C-0sw 0.091 a Z55 2.18 0 0 0 0 0 0 0 0 11 � 1Atiob 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 L Z 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 V)1 12C-0sw 0.091 s Z55 2.18 0 0 0 0 0 0 0 0 1--G 1A-riom 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 255 2c.18 0 0 0 0 0 0 0 0 IW 1D2W 0.570 w 16.96 59.58 0 0 0 0 0 0 0 0 I--v I-G 4A5.2omd 0.770 w 21.56 47.10 0 0 0 0 0 0 0 0 P 1213-01ow 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 L-D 11D0 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16A-30ml 0.032 - 0.90 2-32 23 23 20 52 189 189 169 438 F 22A-lpm 1.180 - 33.04 0.00 23 3 83 0 189 14 r 463 0 6 c) AED excursion -3 t .31 Envelope loss/gain 173 93 1179 951 12 a) Infiltration 38 11 211 59 b) Roam ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1 0 0 Subtotal pines 6 to 13) 210 104 1390 1010 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 210 104 1390 1010 15 Duct loads 32% 42°/, 66 44 32% 42% 438 429 Total room load 277 148 1828 1439 Air required (cfm) 15 7 99 71 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsofY 9 2012-Aug-02 20:ge 6 9 Ri hl-Suite® Universal 12.0.04 RSU05864 Page 6 A0C--k EAWnghtsoft HVAC\Wynne Corp\WYNNE CARLTON 70111.rup Calc =MJB Fmnt Dcorfaces: W * wrightsofV Right-J@ Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfoncoMrololslc.cam Job: Date: JULY 25, 2012 By: rPATRICIA ZIMMERMAN 1 Room name LIVING RM 2 3 4 Exposed wall Room height Room dimensions 46.5 It 9.8 ft heat/cool 1.0 x 525.5 ft 5 Room area 525.5 ft' Ty Construction number U-value (Btuhlft? °F) Or HTM Area (ft� or perimeter (ft) Load (Btuh) Area or perimeter Load Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 W/ - W 12C-Osw 1Dc2om 13A-5ocs 0.091 0.870 0.125 n n n 2.55 24.36 3.50 2.18 27.10 222 250 0 0 250 0 0 637 0 0 546 0 0 11 �1 H�a �D 12C-0sw 1A-r1ob 11J0 12C-0sw 1A-rlom 12C-0sw .0.091 1.080 0.600 0.091 1.270 0.091 a a a 5 5 w 2.55 30.24 16.80 2.55 35.56 2.55 Zia 48.10 17.40 2.18 26.39 2.18 0 0 0 0 0 206 0 0 0 0 0 173 0 0 0 0 0 442 0 0 0 0 0 378 lq! `C W 1Dc2ow 4A5-2omd 1213-0bw 0.570 0.770 0.097 w w - 15.96 21.56 2.72 59.58 47.10 0.85 0 33 0 0 0 0 0 701 0 0 1531 0 R I-D 11D0 0.390 n 10.92 11.31 0 0 0 0 r C 16A-30ml 0.032 - 0.90 2.32 526 526 471 1219 F 22A-lpm 1.180 - 33.04 0.00 526 47 1535 0 r 6 c) AED excursion 506 Envelope loss/gain 3786 4180 12 a) Infiltration b) Room ventilation 857 0 242 0 13 Internal gains: Occupants @ 230 Applianceslother 2 460 0 Subtotal (lines 6 to 13) 4643 4882 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 16% 18% 0 0 0 4643 745 0 0 0 4882 859 Total room load Air required (cfm) 5388 293 5741 284 _ Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft' 2012-Aug-02 20:38:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 7 ,ZM EAWrightsoft HVAMWynne COrp1WYNNE CARLTON 70 111.rup Calc = MJS Front Door faces: W Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MMiTeW &Ctc7s RE: m11324 - 70' Carlton Elev D MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: WYNNE BUILDING CORPORATIN Project Name: m11324 Model: Tampa, FL33610-0i15 Lot/Block: Subdivision: Address: 23 Villa Blanca City: ST LUCIE State: FL 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: FBC2010ITP12007 Design Program: MiTek 20/20 7.3 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 165 mph Roof Load: 32.0 psf Floor Load: N/A psf This package includes 26 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. Seal# ITruss Name Date No. Seal# Truss Name I Date 1 IT6391319 lAl 6/30/014 18 T6391336 IJA 6/30/014 2 T6391320 A2 6/30/014 19 T6391337 JB 6/30/014 3 T6391321 IA3 16130/014 120 IT6391338 IJC 6/3010141 14 IT6391322 IAA 161301014121 IT6391339 IKJ5 16/30/0141 15 IT6391323 A5 16/30/014 122 IT6391340 KJ7 �6/30'014 6 T6391324 IA6 6/30/014 �23 IT6391341 KJA 6/30/014 17 IT6391325 IA7 6/3Q/0'4 24 16391342 IKJB 16/30/0141 18 IT6391326 �A I6/30/014 125 IT6391343 IMV2 16/30/014 1 19 IT6391327 B 16/30/014 126 IT6391344 IMV4 _ 16/30/014 110 IT6391328 IBH7 6/30/014 11 T6391329 1G% 6/30/014 �12 �T6391330 GRB 6/30/014 13 T6391331 GRC 6/30/014 14 T6391332 A 6/30/014 T6391333 43 6/30/014 R15 T6391334 J5 16/30/014 117 IT6391335 J7 6/30/014 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2015. 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. OAr V,i� � QU I N .-\GENg�;F�''. 68182 0 3 STATE OF .: JJ 0. FL Cert. 6634 June 30,2014 Velez, Joaquin 1 of 1 Job Truss Truss Type Qty Ply 70•ceMoneerD I T6391319 m11324 Al SPECIAL 9 1 Job Reference footisman Chambers Truss Inc, Fon Pierce FL U982 7.35Us6ep272012Mifeklndu3Nds.Inc. Mon Jun3011:19:132a14 Pagel ID _UGCA6bx712Syl HD%Fw7ye3KK-o774rUlygIC51 OG7AeByGTZ6tLGiHkGG4Qn6QAzl7GC 1 7-60 13-7-8 17fs0 2311-12 26A-10 35 -0.0 73-0 6-11-6 &704i 65.12 2-9-14 8-2E 4}Q 4.00 12 I.r48 Scale=1:60.3 4x4 = 14 13 4x8 = 2x3 II Sx12 = 2.00 12 LOADING (psQ SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 5.0 Code FBC2010/rP12007 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3'Except' 6-12: 2x4 SP M 30 CSI DEFL in (too) Udell L/d PLATES GRIP TC 0.86 Vert(ILL) 0.76 12 >539 360 MT2D 2441190 BC 0.83 Vert(TL)-1.3012-13 >317 240 MT18HS 2441190 WS 0.48 Horz(TL) 0.39 10 n/a n/a (Matrix) Weight: 1581b FT=0% BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc pudins. BOT CHORD Rigid Ceiling directly applied or 4-0-1 oc bracing. WEBS 1 Row at midpt 6-12 MTek recommends that Stabilizers and required choss bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=102110-8-0 (min. 0-1-8), 10=1023/0-8-0 (min.0.1-8) Max Horz 2=224(LC 7) Max Uplift 2=837(LC 8), 10=837(1_C 8) Max Gmv 2=1171(LC 2), 10=1171(LC 2) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 23=2741/1788, 3-4=2154/1460, 4-5=2097/1474, 5.6=2129/1562, 6-7=4406/2927, 7-8=-433712831, 8-9=4384/2624, 9-10=478513126 BOT CHORD 2-14=1582/2548, 13.14=l582/2548, 1315=1023/1828, 15-16=1018/1832, 12-16=1017/1840. 1 D-12=2876/4512 WEBS 3-13=631/465, 5-13=-271/242, 6-13=269/469, 6-12=174012753. 7-12=258f249, 9-12=388/377 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuH=155mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Ops/; h=12ft; B=45ft; L=50111; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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, with BCDL= S.Opsf. 6) Bearing at Joint(s) 10 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8371b uplift at joint 2 and 837 lb uplift at joint 10. 8) "Semirigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PQUIN 11V J \OENS'...� •� N 68182 ZZ T OF fill 1110" t FL Cert. 6634 June 30,2014 ®KAAVIVS-Vero`( Cesya yanmesao W RF JRlESGN7MSAA9)M3VaEP NllarRFFFAFMFW6ENII-M73 m.1/L^/30t6&Ie9EU3E Design vold for use only with Miek connectors this design is based a* upon parameters shovm. and k for an individual bu0ding cornaranent. Appicabifity of design parameters and proper incorporaffon of component Is resPonabely of binding designer -not fuss designer. Bracing shown k torlateralsuppM of NdiNdualweb members only Addtbnal tempararyixaoing to insure stately during construction k the responsibUtyaf the erector. Addtional permanent bracing of the overall structure is the respombety of the buldng designer. Fosgeneral gvdanm recording MiTek' fabdcatlon. quality confd.storage. delivery. erection and bmcing. consult AN51/TII1 Quality Cdteda, DS3.89 and SCSI Building Component 6904Psrke Eastl3w. Safety lnformatlon q� ble fenlwas Plate Institute, 781 N. Lee Siree6 SViW12.A1e ndrla. Vqq�1314 NSouthern Pinep j ussiner is specified, the design values are ihoseef aWve06901(2.01.3byAt5C Tempe, FL 336104115 Job Truss Truss Type pry Ply rgcedton ElevD M91320 m11324 A2 SPECIAL 1 1 Chambers Tmss Si., Fad Piece B. 34982 7.350 Seale=1:62.3 4.00 12 4x4 % 4x5 6 7 2 1} 4x4 = 17 16 3x4 = 4x8 = 2x9 II U12 = ax5 2.00 12 LOADING (psf) TCLL 20.0 TCDL 7.0 BOLL 0.0 ' BCDL 5.0 SPACING 2-60 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Ina YES Code FBC2010/fP12007 CSI TC 0.86 BC 0.86 WB 0.70 (Matrix) DEFL In (too) Weft Ud Vert(LL) 0.76 13 >540 360 Vert(TL) -1.19 11-13 >347 240 HoaCrL) 0.42 11 We n/a PLATES GRIP MT20 2441190 MT18HS 2441190 Weight: 1681b FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-0-9 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 8-14 MTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=90610-8-0 (min. 0-1-8), 11=986/0-8-D (min. 0-1-8) Max Horz 2=218(LC 7) Max Uplift 2=837(LC 8), 11=837(LC 8) Max Grav 2=1171(LC 2), 11=1171(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 2-3-2746/1787, 3-4=2132/1457, 4-5-2075/1471, 5-6=1998/1418, 6-7-1880/1381, 7-8-2019/1397,8-9=-4321/2829,9-10=-4369/2821,10-11=-477813131 BOT CHORD 2-17-15802533, i6-17-1580/2533, 15-16-1174/2004, 14-15-1013/1855, 13-14-2504/4176, 11-13=2882/4503 WEBS 3-16=-675/465, 575=-287/192, 6-15=-379/503, 7-14=242/437, 8-14=2499/1605, 8-13=955/1626, 10-13=-413/387 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps4 BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directions]); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 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) Bearing at joint(s) 11 considers parallel to grain value using ANSIfnel 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8371b uplift at joint 2 and 837 to uplift at joint 11. 9) "Semi -rigid pftchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 001 N If VFW SS N Q�/66]8 J1j}82 FL Cert. 6634 June 30,2014 Awausi s-whii,s'px Sss u4;zAD AcR aTHISAM19 IMSWm IIIlfl(RE££REME MWNrl M73 rea 113128308Yd4EU5E Design.11d for use only Win Wet, connectors. Ihis design b based only upon parameters shovm. and b for an Individual building component. ��• Appricablity of design ])ammeters and Proper incorposailon of component h responobirty of building designer -not Wss designer. araoing shovm Is for bteral support of IndiMdualvreb members ony. Additional fem,con, bacing to Wure stability during constsudion Is the respondbUtV of the erector. Additional permanent brochg of the overall stmohae Is the respombdty of the building designer. Porgeneral guidance regaling WOW fabdcdbn, qualitygcyonffrd, starog., deMeiy. erection and bach5g, consult ANSI/1PI1 Gu i lgyC erh%DS9419 and SCSI Building Component 8904 Paika Eul Bind. 1f Sc.them P ne l5Py.lumber ii PeicifieInstitute. tthedeli.p is uees aretthoseCllift i e 06/Al(2014hyAL5C Tampa, FL a38tOd/15 Job Truss Truss Type Qy Ply 7W Cadlon E10VD T6391321 m11324 A3 SPECIAL 1 1 Chambers Truss Inc., Fart Pierce H. M902 4.00 12 s 4x5 4sa1 7.350 s Sea 272012 Mrek industries. Inc. Mon Jun 30 4x4 = 15 _ 4.8 cc 2x3 II 5' 2.00 12 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 5.0 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Ina YES Code FBC20101TP12007 CSI TC 0.76 BC D.85 WB 0.97 (Mahn) REACTIONS (lb/size) 2=986/0-8-0 (min. 0-1-8), 10=986/0-8-0 (min. 0-1-8) Max Horz 2=194(LC 7) Max Uplift 2-837(LC 8), 10-837(LC 8) Max Grav 2=1171(LC 2), 10=1171(LC 2) Scale=1:62.3 DEFL in (loc) Vdefl Ud PLATES GRIP Veri(LL) 0.68 12 >605 360 MT20 2441190 Ved(TL) -1.14 1D-12 -363 240 Hom(TL) 0.38 10 his Me Weight: 159 lb FT=Oh BRACING TOPCHORD Structural wood sheathing directly applied or 2-2-0oc purlins. BOTCHORD Rigid ceiling direly applied or 4-1-13 oc bracing. MTek recommends that Stabiltzers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation aulde. FORCES (Ib)-Max. CompJMax.Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3-2729/1771, 34=260711786, 4-5=2104/144B, 5-6=2324/1632, 6-7-2452/1671, 7-8=-432412787, 8-9=-061013102, 9-10=4723/3088 BOT CHORD 2-15-1575/2516, 14-15-1575/2516, 13-14-1128/1961, 12-13=2458/4129, 10-12-284814446 WEBS 4-14=718/514, 5-13=272/588, 6-13=306/516, 7-13-2100/1327, 7-12-93911576. 8-12=-412/397 NOTES 1) Unbalanced root live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.Opsf, h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The solid section of the plate is required to be placed over the splice line at joint(s)12. 5) Plate(s) atjoint(s) 12 checked for a plus or minus 2 degree rotation about its center. 6) This truss has been designed for a 10.0 pat bottom chord live load nonconcunent 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 bottom chord and any other members. 8) Bearing at joint(s) 10 considers parallel to grain value using ANSI/fPl 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 83716 uplift at joint 2 and 8371b uplift at joint 10. 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design ofthis truss. LOAD CASE(S) Standard ♦♦���`Pp,UI N f fVF� N 68182 9' T OF •k/� FL Cert. 6634 June 30,2014 ®eAxlfrMv Yedr d-s'parsmeRa waarAB lA cwaria!& jM1t@m MRPraFrrFFIl.F 51GEnt1-MT3 c. jvnl2JJaa$pe w Defignvadfaurep*Wth M7T kconnecto M'mdeslgnisbasedodyupmpammetenshownandhfacnhdMdudbu0d gcomponent. Applicabliity of deign pammeless and properincorporatbn of compcnen isresPondolity of bu0ding designer -not hues designer. Bracing shown Is forlatemis pert oflndNdualweb members only. Additional temporaybracing to inure stability during comtmdion is the responsibility of Me MiTek' eredra. Additional permanent bracing of the overact ll struure 8 re thesponi of the buldmg designer. Fcrgeneml guidance regarding fabrication, many cannot storage, delvery, erection and bracing. cautt! ANSI/7PIl Quality Cdtedu, DSB41 and BCSI Building Component 69M Parke East Shut. SatetY lnfornatlen qvsablehampers Plalelnstilute.MIN.Lee5tree(Suile3l2.Alemndda.VA I4. TampB,R330104115 r5ouihem PinetaP lumherlsspecified.thetlesign uslues are Nose e0ec4re O6 0112013byA= Job Tsuss Truss Type Oly Ply 70' Cedton Bev D W391322 I m11324 A4 SPECIAL 1 1Job Reference (colonel) Chambem Truss Inc., Fart Pierce FL M982 ID:_kfGCA6bx7j2Syl Scale=1:61.3 Sx10 Sx6 = 3tS 4.00 12 4 5 6 2Y3 II 5x12 = 2.00 12 7-8-0 13-7A 22-" 23-11-12 35-0-0 7-8-0 5-11A a4-8 1-11-12 1144 LOADING (psf) SPACING 2-0-0 CSI DEFL in (too) gde0 Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Ve t(LL) 0.70 10 >590 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.86 Ved(TL) -1.14 8.10 -362 240 MT18HS 244/190 SCLL 0.0 ' Rep Stress Incr YES WB 0.99 Hom(TL) 0.38 8 Na n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight: 157 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30'Except- TOP CHORD Structural wood sheathing directly applied. 4-5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-1-3 oc bracing. BOT CHORD 2x4 SP M 30 MTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=986/0-8-0 (min. 0.1-8), 8=98610-8-0 (min. OA-8) Max Horz 2=170(LC 7) Max Uplift 2=837(LC 8).8=837(LC 8) Max Grav 2=1171(LC 2), 8=1171(LC 2) FORCES (Ib)-Max. Comp./Max.Ten.-All forces 250(I1c) or less except when shown. TOP CHORD 2-3=2732/1777, 3-4=-2167/1493, 4-5=-3002M033, 5.6=3106/2070. 6-7=-4297/2756, 7.8=-4794/3146 BOT CHORD 2-13-1570/2517, 12.13=1570/2517, 11-12-1195/2D39, 10-11-241214080, 8-10-2897/4519 WEBS 3-12=626/420, 4-11=616/1112, 571-266/557, 6-11=1556/940, 6-10=980/1602, 7-10=-5271494 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10: Vult=165mph (3-second gust) Vesd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=1211; B=45ft; L=5Dft; eave=611; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcu0ent 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) Bearing atjuint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 8) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 lb uplift at joint 8. 9) "Semi -rigid pitchbreaks including heels" Member end Tlxlly model was used in the analysis and design of this truss. LOAD CASES) Standard OPpUIN uV��.,,. FL Cert. 6634 June 30,2014 ®aAlw!Aa..ce, c-i,.y ..o_.eSAo mm WWSAAAl rM UDEO NIi9aE£FFEl.Q PAGEN77-ND rew IJL4/lold&IL9IEIRE Design valid far useon!, Wlhhvakconnedas We design 6 based only upon pararnetea shove. and is W on hdMdual bu8ding aompcnent. ��• App9cabifty of design ccrometen and proper incaperaticn of component is mspondbhty of bulldhg designer -not Ions designer. Brachg shown Izfalalaal support ofhdiNdualweb membem ony. Additional temporarybmcing to inure stability during comhacibn h the remonabillilyaf the Breda. Additional permanent Iaconoof the overall structure h the sponbi0ty of the butaing designer. Par general gubance regarding Bre MiTek' fabrication. quality can#aL slaage. deWew, erecion and bracing, ca t ANSI/fell QuadyCdled%MS-89 and Sal Building Component 69M Parka East and. S1fety Informallon 4 aicble frompuss Plate Instilate. 781 N. Lee Sheet. Suite312, AIe=hgno. VA 223114. I5auNem Psne SP lumberisspecdied, thede5sgs values azethn5eeftetLve Q6/ol 20136yALSC Tampa, PL 93610J115 Job Truss Truss Type Oty Ply IY CeMon BevD T6381323 m11324 AS SPEOIAL 1 1 • Chambon Tmss Ina, Fort Pierce FL 34882 Mon Jun SXID % 4.5 -- 4 m r 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 5.0 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SPACING 2-D-0 Plates Increase 1.25 Lumberincrease 1.25 Rep Stress Incr YES Code FBC2010/TPI2007 3x4 oo 54 = CS] TC 0.90 BC 0.83 WB 0.72 (Matrix) REACTIONS (lb/size) 2=98610-8-0 (min. 0-1-8), 8=98610.8-0 (min. 0-1-8) Max Horz 2=146(LC 7) Max Uplift 2=837(LC 8), 8=837(LC 8) Max Grav 2=1171(LC 2), 8=1171(LC 2) 2.01) F72 Scale-1:61.3 DEFL in (loc) Well Ud PLATES GRIP Vert(L-) 0.74 10 >555 360 MT20 2441190 Vert(TL) -1.21 10-11 >341 240 MT18HS 244fl90 Hom(TL) 0.39 8 life n/a Weight: 151 lb FT=0% BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid calling directly applied or3-11-14 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation outdo. FORCES (Ib) • Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=2691/1791, 3-4=236811605, 4-13=2371/1648, 5-13=2370/1648, 5-14=-4103/2666, 6.14=-4103/2666, 6-7-435312795, 7-8=479013131 BOT CHORD 2-12=1581/2480, 11-12=-1307/2219, 10-11=2041/3253, 8-10=2881/4516 WEBS 3�12=400/355, 4.12--171/351, 4-11-181/348, 5-11=1096/784, 5-10=444/964, 6a10=748/1211, 7-10=466/436 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-10; Vufi=165mph (,-second gust) Vssd=128mph; TCDL=4.2psf BCDL=3.Opsf; hat 28; B=45ft; L=508; eave=6ft; Cat. II; Exp C; End., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water pond ing. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord five 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 fd between the bottom chord and any other members. 7) Bearing at joint(s) 8 considers parallel to grain value using ANSUfPl1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 lb uplift at joint 8. 9) "Semi -rigid pkchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 June 30,2014 ®1jW20116rMFoV%E Designva8dforwe ontywithhV`ekconnectors ThNded;;n is aed onfyupan porametenthown,and to foraninmvldualbuXCmgcomponent. AppOcabdly of dedgn parameters and ptoperincorporallon of componenthn naraibmtyof bu8dhg designer -not cuss designer. Bracing shown Isfail.feralappodof hdVdualwebmembeaonly. Additional temparaydocNg to4uurestablIty eluding construction Is the respanolouty of the erect.. Additional penncnent bstructure racing of the overall b the nepombPty of the bulling designer. Par general guidance reg.dhp MTek' fabilcatlon.quapty control,st.,e, delivery. erection and brachg•..It ANSI/IPII pu.fly Criteria, 055.81 and BCSI Bulding Component 69M path, Eest Blvd. Salary lnlormoX in gqvvaablefromTrus Plate hatXufe,781N. Lea,,S5tmet.Suife312 Alexan¢Ia. VAA H I15outhem PmetaP�lumberssspecdied, the deem valuesaretboseeffecbve06 0 /2013byALfiC Tamp; FL 33616-/116 Job Truss Truss Type Oy Ply acemon BavO T1391324 m11324 A6 HIP 1 1 CM1emben Trvw Inc., Fort Plarae FL M952 7.350 a Be, 272012 MITek Industnas, Ina Mon Jun 30 11:19:16 2014 Page 1 ID:_k8GCA6bx7j2Sy1HDXFw7ye3KX-CegCUWKg6Degur7lsnhfu6BcMZJKUBYIJ07mlwl7G9 1-0 9-0-0 L45M 20.2-13 28-0-0 35�0 443-0 5-93 B-0-0 4HI Scala-1:60.3 5x10 % 2x3 II 46 = 2x3 II 5x10 a 4.00 12 4x4 = 16 14 13 12 11 10 4x4 = 24 II 4x6 = 30 = 3x4 = 3.6 = W II LOADING (psp TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 5.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2010/TP12007 CSI TC 0.85 BC 0.71 WB 0.32 (Matrix) DEFL in (too) Udell L/d Vart(LL) 0.68 10-12 >373 360 Vert(TL) -0.91 10-12 -278 240 Hom(TL) 0.11 8 n1a n/a PLATES GRIP MT20 2441190 Weight: 142 lb FT-0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural mod sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid wiling directly applied or 5-9-3 oc bracing. 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 (lb/size) 2=82310.8-0 (min. 0-1.8), 13-267/0.8-0 (min. 0.1.8), 8=882/0.8-0 (min. 0.1.8) Max Hom 2=121(LC 6) Max Uplift 2=712(LC 8), 13=205(LC 8). 118) Ma: Gray 2=977(LC 2), 13-351(LC 19), 8=1048(LC 2) FORCES (Ib) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2024/1307, 3-16=2314/1627, 16.17-231411627, 4-17-2314/1627, 4-5-2314/1627, 56-2314/1627, 6-18-2314/1627, 18-19=2314/1627, 7-19=2314/1627, 7.8-2288/1477 BOT CHORD 2-15-1106/1837, 14-15-1103/1838, 13-14=1103/1838, 12-13=1427/2314, 11-12=1269/2096, 10-11-1269/2098, 8.10-126WO87 WEBS 3.13=367/829, 4-13=-062/352, 6-12=-2641217, 7-12=-179/405, 7.10-20/296 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=165mph (3-second gust) Vasd=128mph; TCDL=4.2psY BCDL=3.OpsY h=12ft; B=45ft; L=50ft; eave=6tt; CeL II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL-1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) The solid section of the plate is required to be placed over the splice line at joint(s) 11. 5) Plate(s) at jolm(s) 11 checked for a plus or minus 5 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconwrrent 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 2-0-0wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 712 lb uplift at joint 2, 205 lb uplift at joint 13 and 757 lb uplift atjoint 8. 9) "Semi -rigid pitchbreaks including heels" Member end Fully model was used in the analysis and design ofthis truss. LOAD CASE(S) Standard PauIN1fVFEN � FL Cert. 6634 June 30,2014 ®w,,svms.wnryeeagn yrnxsn ""READ no7crcrzras,,xo IMSLDfDMI7L1raFFFRFMEMGENII-zass re. z/zs/zotaeLrcaecoc Mownind btngn FdMtleal begdNpcoacing lofdegnearorefeek cosNedon..oria Oon IRE- of oompnNuponpePmeten ht. Applealit oftwOtlnOurl,c; er-noltruss er.Bmalnp shown APPgaabpNofdesignp,samelers and proper NcorpAdditi ofcomponent bocIng to Inv the b for lateral support of lntliWaualweb merMers oNy Additbnol temporary bmdng to imure stability tluM0 mmisudbn 6lhe respontlbilliN of erector. Adgl pea bmalnp of the overon duct b the respombSN of The bultlln0 For general ce ComN0 MiTek' .Iflal .t Motion,..an criteria.al Bu labdaallon, gaaGN conhoL storage, deMery. erection and . J oat consult 2, Ale,Pll ida. V Cdleda. 038-89 and BC3I Bugdlnp Component g %?V1ntormatlon blafrom)nm Plate lnstiluleJ8lN ice Shee66uite 311,Akwns)rla.V 14 H Southern Pine�SP Iumhensspedfied,the design vat ues are those e0echve0 /2013byA15C 8904 Pane Paat BNd. TamPe.FL336IM116 Job Truss TrussTypes Cry ply )o•Canton DevD T6391325 m11320 A) HIP _ 1 1 Job Reference feetionan Chambers Truss Inc., Fon 4.00 F12 44 4 3x4 = 4x6 = 3x6 = 272012 MTek Industries. Inc. Mon Jun 4x6 Scale-1:60.3 4x4 = 15 74 13 12 11 10 44 = 3x4 = Sx8 M = 3,4 = 2x3 II 54 We = 3x4 = 11-7 0_77-09 60.1I A-0I 35-0-0 7A-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (lox) gdeft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.64 12-13 >646 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.8812-13 >467 240 BCLL 0.0 Rep Stress Incr YES We 0.46 Horz(TL) 0.18 8 n1a We BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight: 154 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3513 oc purans. BOT CHORD 20 SP M 30 BOT CHORD Rigid calling directly applied or 4-8-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 4-15.6-10 OTHERS 2x4 SP No.3 Mmek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=98610-8-0 (min. 0-1-8), 8=986/0-8-0 (min. D-1-8) Max Horz 2=97(LC 7) Max Uplift 2=837(LC 8), 8=-837(LC 8) Max Grav 2=1171(LC 2), 8=117l(LC 2) FORCES ab)-Max. Comp./Max.Ten.-All forces 25D(I1b) or less except when shown. TOP CHORD 2-3=2757/1784, 3-16-2576/1756, 16-17-2576/1756, 4-17-2576/1756, 4-5=3685/2640, 5-6=-3885/2640, 6-18=2576/1755, 18-19=2576/1755, 7-19=2576/1755, 7-8=2757/1784 BOT CHORD 2-15-1577/2542, 14-15=2478/3885, 13-14=2478/3885, 12-13-2479/3885, 11-12-247913685. 10-11-247913885, 8-10=1577/2542 WEBS 3-15=274/563, 4-15=-1496/935, 5.10-1496/936, 7-10-2741563 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=128; B-05ft; L=5011; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pone ing. 4) The solid section of the plate is required to be placed over the splice line at joints) 14, 11. 5) Plate(s) at joints) 14 and 11 checked for a plus or minus 3 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chard live load nonconclrrent 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 lb uplift at joint 8. 9)'Sent rigid phchbreaks including heels' Member end fixity, model was used in the analysis and design of this truss. LOAD CASE(S) Standard `(�U IN t V%FW N 68182 9' T OF •u/� FL Cert. 6634 June 30,2014 ® WARNItF Yenf}desge yanorenn.artafPb JA]ESGHTMSMO fMiVDED Nlla(RF£FA£ME MGEHIFl9l3 rea I/tS/3a1634pP£IRE Design vofid for use only Win Wek connectors. This design is based a* upon parameters shown. and is loran indMdual budding component. ��• Applicability of deegn parameters and soperinco,pon Lion of componenthrespons3gty of budding designer -not huss designer. Bracing shown 4tartatemtsuppWofi6iNdualvrebmembenonN. Additional tempons boding to Insure stabSN during consm,elon h the respormbl@ryol the erects. Additional permanent boxing of the o 11 structre Is the mWomb@ry of the bWdng designer. For general guidance regarding MiTek' faMcatbn, quadty ccwontrol storage. delivery. erection and bmdng. consult ANSVVII Qua61y 2C4teda. DSB-8y and BCSI Building Component fl5osthem PJpsnieraP�lumber isspetfied,the desiem values arelth" effeture Qb(ui(2D13 byALSC 6904 Palle Easi BNd. Tampa, FL 3361D4115 Job Truss Tmss Type Oty ply P Cealon BBV D T6]91]28 m11326 A COMMON 6 1 Job Relevance (oat nor) Chambers Tries Ina, Pon Pieria M. 34982 4.00 12 4x4 = Scale=1:59.3 I so 1a axe G 17 — 15 •" •, 14 „ 12 3x6 aa 24 11 4xe = Us = W II 3xB = Er -a fia-0 I 1'-1 t.0 I 22-1.0 I z641-0 1 W— 'a-7-0 9.2-0 VO e.4-o LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCOL 5.0 SPACING %) Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Inv YES Code FBC2010/rP12007 CS' TC 0.57 SC 0.51 We 0.48 (Matrix) DEFL Vert(LL) Vert(TL) Hom(TL) in (Ioc) I/de0 L/d 0.30 14-15 >999 360 -0.61 14.15 >676 240 0.13 10 his fire PLATES GRIP MT20 2441190 Weight: 166 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5.6 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-1-3 uc bracing. WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bacing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1079/0.8-0 (min. 0-1-8), 10=1079/0-5-0 (min. 0-1-8) Max Horz 2=223(LC 6) Max Uplift 2=787(LC 8), 10-787(LC 8) Max Grev 2=1221(LC 2), 10=1221(LC 2) FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2851/1613, 3d=2350/1342, 4-5=2322/1353, 578=2344/1412, 6.18=229311436, 6-19=2293/1436, 7-19=2344/1412, 7-8=2322/1353, 8-9=2350/1342, 9-10=2851/1613 BOT CHORD 2-17=1408/2666, 16-17=-1408/2666, 15-16=14082666, 15-20=75311731, 20-21=753/1731, 14-21=-753/1731, 13-14-140812627, 12-13=1408/2627, 10-12=1408/2627 WEBS 6-14-4551854, 7-14=-253/174, 9-14=5521440, 6-15=455/854. 5-15=2531174, 3.15=5511440 r rV�< NOTES ��QU i N 1) Unbalanced roof live loads have been considered for this design. '�.%%' E IV S •• 2) Wind: ASCE 7-10; Vuh=165mph (--second gust) Vesd=128mph; TCDL=4.2psf, BCDL-3.0psf; h-12ft; B=45ft; L=50ft; eave=6ft; Cat. %�� ��.•G II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) 100.0lb AC unit load placed on the top chord, 17-&0 from left end, supported at two points, 5-0-0 apart. IN2 ••• 6818 4) This buss has been designed for a 10.0 psf bottom chard live load noncencument 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-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 5.Opsf. 6) Provide mechanical connection (by others) of buss to bearing capable of withstanding 7871b upgft at joint 2 and 7871b upiftl at — " -D CC plate joint lo. T F ky: 7) "Semi -rigid pftchbreaks including heels" Member end fixity model was used in the analysis and design ofthis truss. Q <(/ P • ,��i •• � LOAD CASES) Standard% (� ���,, % nmTTu0" FL Cert. 6634 June 30,2014 ®NAAMIO-ss )r aadarAD M1FSGl/]mSMe INCLUDED {I[S/2011 15E Design valid far we only Win Mffak connectors Tine design Is based only upon porameten shown. and h for on hdMdial building component. ��- Applicab0ty of design parameters and proper inco poratlon of component h respans3Dty of building designer -not truss designer. Biachg shown isfwlatemisuppatofindMdualwebmembemonty. AddBbnallempa bracing to move Jab@ty during oomirvtlbnIsthe responsibility ofthe erec or. Additional permanent bsactng of the overall stmchae is the respombdty of the binding designer. For general guidance recording MiTek• quality corima storage, delivery, erection end Wactng, consult ANSVTPil Quaw Orrl9toda, p5s-09 and Bar Bu9ding Component tied Parke Past Bind. 9fabrication. I,Southem PinelSPt lombet rsepecified tithe design values aiethos2e elffe five 06/u1�3013 hyAtSC Tampa. FL 331310,4116 Job TM SS Truss Type CRY ply 0-Cadlon BevD 838132T m11324 B COMMON 3 1 Chamber, Truss Inc., Fort Pierce H. 34982 4x5 = Mon Jun 30 11:19:17 2014 Scala: 112 =1' 3x4 = 24 11 3x4 = LOADING (psf) SPACING 2-D-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress lncr YES BCDL 5.0 Code FBC2010rTP120D7 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 6.11.0 CSI DEFL in (hoc) Well Ltd PLATES GRIP TC 0.31 Vert(LL) -0.04 4-5 -999 360 MT2D 244/19D BC 0.22 Vert(TL) -0.09 4-5 >999 240 WB 0.09 Holz(TL) 0.01 4 n/a Na (Matrix) Weight: 47 lb FT=0% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. MTek recommends that Stabilizers and required Coss bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS (lb/size) 4=353/0-8-0 (min. 0.1.8). 2=41708-0 (min. 0-1-8) Max Hom 2=93(LC 7) Max Uplift 4=275(LC 8), 2=-391(LC 8) Max Grav 4=418(LC 2), 2=497(LC 2) FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=771/473, 34=769/470 BOTCHORD 2-5=3701673. 4-5=3701673 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7.10; Vuh=165mph (3-second gust) Vesd=128mph; TCDL=4.2ps/; BCDL=3.Opsf; h=12ft; 8=45ft; L=5011; eave=6ft; Cat. II; Exit C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.0psf 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. 5) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 275 lb uplift at joint 4 and 391 It, uplift at joint 2. 6) "Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. LOADCASE(S) Standard P ...... 1f.. N,q-/�'p6jr8811 82 FL Cert. 6634 June 30,2614 ®wAawFn-w.ureesy, Faamehn WaFMMIrFSeNWSALMD 1=01lFD9graraFFFRFMEPAaznn-74n e,. t/mR3uamca:u+n Oeugh vaUd rr use enN With MTek cpnnectr this design h based a* upon prramateis shown. and b for an lndMduol building component. ��- ApplicablGry of design Parameters and roper Incorporation of component Isresponsibility of buUdhg designer -not truss designer. Bracing shown bfrlafemlwppodoflndMdualvrebmembeworay. AdditionallemprarybraGngtoInsuredabmNduringconstmdionisthesesporulbU6Nofthe ent bchg of the overall structure Is the resposof the buildingdesigner. Frganral guidance regarding m Additional permanent mss3SN maim MiTek- ANSVfPIIQu.Mys C22df7e�da,DSB-89and BMIBuilding Component 690a P.*. East 6Nd Sfobikatkrn.quoAN gcvoonW.storage.deGvery.erectlonandbmdng.comsu0 1f 5outhemPnetap�lbuinberl speeiflerl;lthe eels Gn values we Vase effective 0OV1013 byAL5C Tempe.FL3391MllS Job Truss Truss Type Cry Ply is Carton Dev D T6391328 I m11324 BH] BOSTON HIP 1 Job Reference factional) Chemben Tvna Ina., Fan Pieree FI, U982 Truss designed forwind loads in the plane of the buss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified Building Designer as per ANSI/rPI 1. 4.00 t2 45 = 15 7.355 3x4 = &S 3x8 = 3xS — 3x4 = 1780 35-0 0 176-0 176-0 Ina. Scale-1:62.3 LOADING (psi) SPACING 2-0-0 CS' DEFL in (too) Well L/d PLATES GRIP TCLL 20.0 Plates In 1.25 TC 0.35 Vert(LL) 0.28 26 -999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.47 Ven(TL) -0.41 26-28 >999 240 BCLL 0.0 ' Rep Stress Incr YES 4V0 0.25 HoaCrL) 0.13 24 rue Ne BCDL 5.0 Code FBC2010/TPI2DO7 (Matrix) Weight: 1971b FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-0-0 be puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid wiling directly applied or 5.9-8 off bracing. WEBS 2x4 SP No.3 WEBS IRow at midpt 4-28,22-28 JOINTS 1 Brew at Jt(s): 12. 9,16 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=98610-8-0 (min. 0.1-8), 24=98610-8-0 (min. 0-1-8) Max Horz 2=223(LC 7) Max Uplift 2=837(LC 8), 24=837(LC 8) Max Grav 2=1171(LC 2), 24=1171(LC 2) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2742/1807, 3-4=-2536/1716, 45=1462/1D22, 5-7-1430/1026, 7-8=1431/1041, 8-10=1416/1063, 10-13=-1408/1098, 13.15=1408/1098, 15-17-1416/1063, 17.19-1431/1041, 19-21=-1430/1026,21-22=146211022,22.23-2536/1716, 23-24=2742/1807, 4-6=6361392, 6-9-6391396, 9-11=639/396, 11-12=6391396, 12-14=639/396, 14-16=639/396. 16.18-639/396, 18-20=639/396, 2D-22-636/392 BOT CHORD 2-30-160312532, 29-30=1436/2359, 28-29-143612359, 27-28=143612359. 26-27-1436/2359, 24-26-160312532 WEBS 4-30=93/307, 22-26=93/307, 4-28=548/347, 12-28=208/421, 22-28=-548/347, 12-13=475/649 NOTES 1) Unbalanced mot lye loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=165mph (&second gust) Vasd-128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=SOft; eave=6ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x3 MT20 unless otherwise Indicated. 5) This truss has been designed for a 10.0 par 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 lb uplift at joint 24. 8) "Semi-dgid phchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. LOAD CASE(S) Standard gyp`% au I N 21V�<'���i FL Cert. 6634 June 30,2014 �wnzwno.venM1 eea;a•, yaramertn aa4nFAD M1RS6MTmsA59 rr41upm 9r}FYxfiFAF.Y,FPA6Enr-con me r!�'+oluasavcuY Dealgnv fld foruseormywfin Mn.kmnnectms. This design isbased ant, epanpaameten shown. and is fa an lndMWal buddng component. ApppcablGN of dasignporometenandV.Perlmcomorafian of cameonentbresnabP,y poof buldng designer-nottvsadesienen Ifmcing shown ■■■���YYY�A IslwlutemlwppMoIM6Mdualwxbmembenanty. Addltlonal tempo,e baano to Insure dabgy ci Mgresponsibilitytruction la thresponsibilityof the )Tek• erecloc Additianel perpermanent bracing of the overa9 stvure ctis the reapomenty of the build no castanet. Far general outdoneIVI regarding ryr Il fabrkotlon, quality conhot. storage.delivery. erection and bracing. consult ANS171911 Stuart, Cxleda. DSS•69 and SCSI autdlng Component a9D9 Parka all Stud. jfeylnfarmallon Wqyaaabiefrom Jnns Plate In5titufe, 781 NAeeM5ef.5ui1e312AleasndHo.VA 114 Tampa FL33B101115 tl5aalhem PinelaP� lumber isspecifiel�, thedesiovaluesare those effecvve O6 /2013 byAL5C Job Truss Truss Type 0ty Ply 7V Caton Maul) T6391WO m11324 GM SPECIAL 1 1Job Reference (onflonarn Chemban Truss Inc, 2.37 12 5 - Sx6 = 4x4 13 4 14 15 5 18 6 4x4 a 3x5 = W II 2x3 II 2x3 II 2.3 11 3x5 = I 41A "1 1 8-2-13 1 9-M 13-100 41A 1bi1 2-7-9 15 11 41-8 Scale-1:26.6 LOADING (psf) SPACING 2-D-0 CS' DEFL in (loc) VdeB L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 V.rl(LL) 0.10 11 -999 360 MT2D 244/190 TCDL 7.0 Lumber Increase 1.25 SC 0.32 Vert(TL) -0.12 10-11 -999 240 BCLL 0.0 ' Rep Suess [net NO WB 0.06 Horz(TL) 0.03 7 n/a Na BCDL 5.0 Cade FBC201D7TPI2007 (Matrix) Weight: 531b FT-0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc pudins. DOT CHORD 2x4 SP M 30 BOT CHORD Rigid telling directly applied or &11.9 oc bracing. WEBS 2x4 SP No.3 M7ek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS (lb/size) 2=68410-8-0 (min. D-1.8), 7=68410-8-0 (min. 0.") Max Horz 2=53(LC 7) Max Uplift 2=615(LC 8), 7=-615(LC 8) Max Gmv 2=814(LC 19), 7=814(LC 20) FORCES (lb) -Max. CompJMax.Ten.-All forces 250(Ib) or less except when shown. TOP CHORD 2.3=1795/1223, 3.13=1702/1206, 4.13=1679/11BB, 414=1657/1171, 14-15=1657/1171, 5-15=1657/1171, 5-16=1679/1187, 6-16=1702/1202, 6-7=1795/1224 , BOT CHORD 2-12-1104/1646, 12-17=-1104/1655, 11-17-1104/1655, 10-11=1098/1657, 10-18-1103/1655, 9-18-110311655. 7-9-1102 I646 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wlnd: ASCE 7-10; VuR=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=128; B=4511; L=50R; eave=6fl; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preventwater pointing. 4) This truss has been designed fora 10.0 psf bottom chard live load nonconwment 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 615 to uplift at joint 2 and 615 Ib uplift at Joint 7. 7) "Semi -rigid p8cllbreaks including heels" Member end (achy model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 lb down and 102 lb up at 4-1-8. 111 Its down and 1361b up at 5-0-0, 1321b down and 158 to up at 5.7-3, 61 Ib down and 129 Ito up at 5-11-0, 61 to down and 129 lb up at 7.11.0, 132 Ito down and 158 lb up at 8.2.13, and 111 Ib down and 136 to up at 8.10.0, and 79Its down and 116 lb up at 9-8-8 on lop chard, and 341b down at 4.1.8. 451b down at 5-60. 54 Ito down at &7.3, 38 lb down at 5-11-0, 38 lb down at 7-11-0, 54 Ito down at 8-2.13, and 45Ib down at 8-10-0, and 34 lb down at 9-8-8 on bottom chord. The designiselection 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 (3). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 P00I N 1fV"-' J N 82 *• PV /•* = FL Cert. 6634 June 30,2014 AnASNrw.vee,}x,g.yanaeren+eawwno7tscx2xrsAw zrnwmnrrarx[fFa&1�aAcrwn-ron re. r/z9fzaueacacuu Design vcld W use shh Mth Mitakcomeclas This design If based only upon parametersshown, and b; Wan Individual building component. Ap,11w1b,ty of design parameters and properincomorafl.n of componenthresponsbilty of building dei not truss deigner. Bracing shown lsfwlotemlwpportofindMduaiwebmembenoniy. Additbnaltempmw chgto WumnabNlydu geonstmdbnislheres Cos utyoftha �p(�®�• erector. Addranat permanent booting of the overall dmcture 6 the resp.mb,ly of the building des[gner. Forgenercl guidance regarding We[( fabdcafion. qualify control, storage, delivery, erect[.. and bracing. consult ANSIMII Quality Cited., DS11-89 and 1101 falloff., Camponanl 69W Parks Bast Bind. yaferyln.1ohn tlon Wa able ham Truss Plate Institute. 781 F. We Ireet, Suife3f2 Alexandria. V/, yG714 Tampa. PL 336104115 115outhcrnpirf SaP Iumbecisspecified,thedenmvalueAuethoseeffective 06/uS/20136yAISC Jab Truss Truss Type Oty PN 70 Carton FJev D T6391329 m11324 GM SPECIAL 1 1 Job Reference National) Chemins Tmss Inc, Fod Pierce R 34962 7.350 s Sep 272012 MTek Industries, lnc Mon Jun 30 11:19:19 2014 Page 1D_kfiGCA6ba7j25y1HDXFw7ye3KK-09ML6YNiP8yEmJjGXYFMVkpHZmRAhZG94MERegzl7G6 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=44, 3-4=44, 4-5=-44, 56=-44, SA=44, 2-7=10 Concentrated Loads (Ib) Vert: 3=31(B) 4=75(S) 5=75(1]1) 6-31(B) 12=9(B) 11=31(B) 10=31(B) 9=9(B) 13=58(B) 14=-49(B) 15=49(B) 16=58(8) 17=15(B) 18=15(B) ® WARN' AG YMtraest/e NncrehnuONFAn Ml7FSCN7MSNf! fM1RU➢m NREI(Y.FrFAFIlSAAGENIF)413 mw M"12011[YEaeEIAE Design valid for use ontj Wth Mirels connectors This design is based a* upon pamrratenshown, and is for an IndMdual building connechent. ��- App9aabi9N of dmlgamn paefen and proper Incorporation of component hresporelbON of bu oiing detpner-not inns designs[ Bracing shown 4 iprlafenel support of indhitlual web members only. Additbnal temporary bracing to lmusestabiBy dump rnnshuctbn is them ponabUty al the erector. Additional permanent bracing of the overau stmcture is the respomb6N of the bulding deslgnec For general guManca regarding MiTek' fabdcatlan. auaDry control sfarage.deh,ery. erection and bracing• consult ANSI7Pll puaBly Wed., DS549 and BC51 lu9ding Component 69U pare, Fast BMt. SsdeNlnlorma0on vagobtelroin buss Pi are lnditute.MIt4. Lee Met, Suite 312 Alexandra, VA I<. 115vuthem Pine7SPt lumber isspeufied, the demgn nlues am Naseedectsve O6 OS/2013 byALSC Tampa, FL 336164115 Job Truss Truss Type Oty Ply O'Cul EWD T6391]]0 m11324 GRB SPECIAL 1 1 Chambers Truss Ina, Fort Pierce R U982 4.00 72 4.4 1.a = DN D.a II 414 4x4 = IV Le au 16 al 6 ='-:fn M ""la 3x4 = 44 = 3x4 =34 = 3x4 = LOADING (psf) SPACING 2-0.0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 5.0 Code FBC2010/TPI2007 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 Scale=1:62.4 CSI DEFL in (lac) War! Ud PLATES GRIP TC 0.38 Vert(LL) -0.33 15-17 >544 360 MT20 2441190 BC 0.64 Vert(TL) -0.61 15-17 -299 240 WB 0.45 Horz(TL) 0.03 10 n/a n/a (Matrix) Weight: 14416 FT=Oh BRACING TOP CHORD Structural wood sheathing directly applied or 5S12 off pudins. BOTCHORD Rigid ceiling directly applied or 6-0-0 of; bracing. WEBS 1Row at midpt 4-15 Mffek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 04-0. (Ib) - Max Hoa 2=83(LC 7) Max Uplift All uplift 1001b or less atjoint(s) except 2=592(LC 8), 15=830(LC 8), 14=565(LC 8), 10=-331(LC 8) Max Grav All reactions 2501b or less at jolnt(s) except 2=760(LC 19), 15=1213(LC 2), 14=797(LC 2), 10=413(LC 14) FORCES (lb) -Most. CompJMax.Ten.-All forces 250(I1b) or less except when shown. TOP CHORD 2-3-1677/1084. 3-18-154011050, 18-19=153911050, 4-19-1539/1050, 4-20=313/525, 20-21-313/525, 5-21-313/525, 522-313/525, 6-22�313/525, 6-23=J73/525, 23-24=313/525, 24.25—3131525, 7-25—3131525, 7-26-3131525, 26-27=313/525, B-27=-313/525, 8-9=580/297, 940=616/273 BOT CHORD 2.17-937/1535, 17-28-912/1201, 28-29-912/1301, 29-30-912/1201, 16-30=-912/1201, 16-31=912/1201, 31-32-91211201, 15.32—912/1201, 15-33—525/437, 33-34-525/437, 34-35=525/437, 14-35-525/437, 13-14-114/546, 12-13-114/546, 10-12-1531528 WEBS 3.17.0/299, 4-17=59/611, 4-15=1790/1402, 6-15=496/476, 7-14-433/409, B-14=890/586 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3second gust) Vasd=128mph; TCDL=4.2ps/; BCDL=3.Opsf; h=12ft; B=45ft; L=5011; eave=6ft; Cat. II; Exp C; Encl.. GCpi=0.1 B; MWFRS (directions]); Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconwrrent with any other Eve 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 fir between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 592 Ill uplift at joint 2, 330 Ib uplift at joint 15, 5651b uplift at joint 14 and 331 Ib uplift at joint 10. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,O%P&I N lIVF� i N 68182 9 T OF !l111111111 FL Cert. 6634 June 30,2014 k-li"'s'"Resga prx-re¢+a,.d READ WMW TM9AM1O rM1L0rO NrrFKRE£E4£M£PAGfNrt-M731-3/n/2011r MIRSE Cosign vVW far use o*Wth Wek connectors. Tins design is based a* upon parameters shown. and B for an indMdual buDdNg component. ��- Appsaab6N of design parameters and Proper Incorporation of component BremeonzibSty of balding designer -not truss designer. Bracing shown IsfwtatemlmppodofhdMduatw bmembenordy. Additional temporary bracing toinudestabBlyduingconstmclbnIsthe nespensiba4yofthe llonal peanent bmchl; of the overall structure Ism the nespoLry o 6f the buildng designer. For general guldance regarding erector. Addpermanent MiTek' talco lon. quapN controL storage, delver, erection and broeJng. eenmB ANSI/,Pr GuaBly Cdtede DSB49 and BCSI BV9ding Component 69M Parke Ease Blvd. SalelyWormatlon gva�ablei Irta Plalq lnslitute.781N. Lee Sheet. Suite 312. A1ewnVa. VA 2p314. H Southern Pme SP lumhensspecihed. the design va uesarethaseeffecUve 1/2013 hyAL5C Tampa,FL33610J115 Job Truss Truss Typa Oty ply O'Cadton Bev T8391330 m11324 GRB SPECIAL 1 1 chenYlert IN6e Ina, 1'On Y,a" ,.:f0Ytl2 7.350 s Sep 27 2012 MITek Industries, Ina Mon Jun 3011:19:20 2014 Page 2 IDL.kfiGCA6bx7j2SylHDXFW7ye3"-SLwJJuNLAR45NT1T5=b2yLObAiMOwUIEOz AGzl7G5 NOTES 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2891b doom and 353 to up at 5-0-0. 101 lb do" and 129 lb up at 7-D-12, 101 lb down and 129 lb up at 9-0-12, 101 lb down and 129 lb up at 11-0-12. 101 ID doom and 1291b up at 130-12, 101 Ito down and 129 to up at 15-0-12, 101 Ib down and 129 Its up at 17-0-12, and 101 lb down and 129 Its up at 19-0-12, and 101 lb dawn and 129 lb up at 21-1d on top chord, and 112 lb down at 5-0-0, 38 lb doom at 7.0-12, 38 Ib doom at 9.0-12, 381b down at 11-0-12, 381b doom at 13-0-12, 381b down at 15b12, 38 Ib down at 17-0-12, and 38 Ib down at 19-0-12, and 381b down at 21-14 an bottom chord. The design/selection 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) Regular: Lumber Increase=1.25, Plate Increase=1.25 Unfioml Loads (pl) Vert: 1.3=-44, 3-8=-44, 8-9=44, 9-11=-04, 2-10=10 Concentrated Loads (Ib) Vert: 3=170(F) 5=-49(F) 17-42(F) 18=49(F) 19=-49(F) 20=419(F) 22=-49(F) 23=-49(F) 24=-49(F) 25�49(F) 28=13(F) 29=13(F) 30=13(F) 31=13(F) 32=13(F) 33=13(F) 34=13(F) 35=13(F) ®srArcwre.vmryasr9.v yvmen+,awo Aorssex7msA8o 7AnavmNrrsxrarzasncrpneenm7a7a,e. s/n/:mamaaswa Deslgnvald hose onlys'4th Mffek connector. This design It bamdo* Ponpaamefasmh . vndbforanlndMdualbu3dmg component. Applicab10tyofdesignparametersand poperinca tlonofcomponenthresponm Mtyofbraiding designer -not trussdeigner. Bmtlng shown B lalaleral support of NdMdudweb member only. Addilianal tenpaary bmdng to imuro stability during commicoon 13 the resporwbB6tycf the Addiflond bracing the is bcodng MiTek' erects. peaninent of ovemll structure the respoasbSty of the designer. Faen geral gumance regarding quafity cannot. storage. delivery, erection and bracinng, consult ANSVIPII QuayNyy Were,DSO.89 and SCSI Building Component 6904Perm Buitalvd. 5fabdcafion, bf5autltem Pine iavli hurriher ispeleifled, thedetsigwe luesarettbossseeGeetiivve 06/U3/ZO13 byAL5C Tempa,F 33610./115 Job Truss Truss Type Div,Ply 7r camon Bev D Ta391331 ml 1324 GRC HIP 1 1 Job Reference fation,li Chambare Tmss Inc, Pod Pierce Fl. U982 4.00 12 5x6 = This truss is NOT symmetric. Proper orientation is essential. 3x6 II 5x6 We = 5xB = 5x10 Scala =1:60.3 3x4 = 1s 27 28 14 29 73 30 31 32 33 12 34 11 35 35 t0 3x6 2x3 II 3x6 = 6x10 = 3x4 = 44 = 210 II 7-041�13-8-0 20-8-10 28-0-0 350-0 7-0-0 6.8-0 7-1-10 7-2.8 7-0-0 LOADING'(psQ SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 5.0 Code FBC20107TP12007 LUMBER TOP CHORD 2x4 SP M 3D BOT CHORD 2x4 SP M 3D WEBS 2x4 SP No.3 *Except' 4-13: 2x6 SP No.2, 6-13: 2x4 SP M 3D OTHERS 2x4 SP No.3 Ivi CSI DEFL in (loc) tfde8 Ud PLATES GRIP TO 0.94 Veri(LL) 0.26 10-12 465 360 MT20 2441190 BC 0.60 Veri(TL) .0.36 10.12 >669 240 VVB 0.71 Hom(TL) 0.10 8 No Na (Matrix) Weight: 155 lb FT=Oh BRACING TOP CHORD Structural wood sheathing directly applied or 3-9.3 oc puffins. BOT CHORD Rigid ceiling directly applied or 53-9 oc bracing. WEBS 1 Row at micipt 3.13. 6.13 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quids. REACTIONS (lb/size) 2=44510-8-0 (min. 0-1-8), 13=265010-8-0 (min. 0311), B=1037/D-8-0 (min. 0-1-8) Max Hors 2=84(LC 7) Max Uplift 2=430(LC 8), 13=2294(LC 8). 8=942(LC 8) Max Grav 2=539(LC 19), 13=3139(LC 2), 8=1234(LC 2D) FORCES (Ib)-Max. ComplMax.Ten. -All forces 250(I1o) or less except when shown. TOP CHORD 2-3=8691566. 3-16=1085/1586, 16-17-1085/1587,17-18=1085/1587, 18-19=1085/1587, 4-19=1085/1587. 4.20=108511587, 5-20=1085/1587, 521=1085/1587, 21-22=1085/1587, 6.22=108511587, 6-23=214411634, 23-24=2144/1634, 24-25=2144/1634, 25-26=214411634, 7-26=2144/1634, 7-8=2967/2109 BOT CHORD 2-15=-0581764, 15-27=467f793, 27-28=467/793, %28=-4671793, 14.29=467(/93, 13-29=-467/793, 13-30=1473/2144,30-31=147312144. 31-32=1473/2144, 32-33=1473/2144, 12-33=1473/2144, 12-34=189812774, 11-34-1898/2774, 11 .35=1 89B/2774, 3536=189812774, 10.36=189812774, 8-1 0=1 887/2743 WEBS 3.15=171/559, 3-13=2501/1791, 4-13=893/863, 6.13=3917/2865, 642=25/611, 7.12=670/448, 7-10=-181/595 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.Opsh h=12ft; B=45ft; L=50r; eave=6ft; Cat II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Thls truss has been designed fora 10.0 psf bottom chord live load nonconcumentwith any other five 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 240-0 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 430 to uplift at joint 2, 2294Its uplift at joint 13 and 942 to uplift atjoint 8. 7) "Semi -rigid pttchbreaks including heels" Member end rally model was used in the analysis and design of this truss. `�..%%0QUIN!IVFC1.e %i 4N N 68182 T OF ice' FL Cert. 6634 June 30,2014 QHARIOIG.vef.7 eesgn yznuxren xaaF/,0 M1aIFSGximrAMe IM1VatD laalrHE£FALXFMG£xIFMIJ rer. JVeI201e& 15E Designv fid fauseonlr Hih ANrekconnectms hdeslgnbb wdo*upon paromeleashown. andhforanholvidualbupdng component. ��- App9cab14ty of design pommelon and proper Ncorpnation of componenlbresponobli of buPdhg designer -not buss designer. Brachg shown otheuildng desgHNgor genralgvI lance renndfing fthe permanent lweD memthe overall erector. Atlwalitalpeant AdditionalftcIIvre Is the6tyo11he building ovtion braing, WGIC stowage. and Crfed%r.FOrgeand11CHJGOCeg Component lobrkpibn, Rua9ty coPribl arage. ssPVely, ereclle. pndb I-ee Sh, et, Suit ZAle llguAC41o4a. DSe-09 and aCSl Building Component onsuff 3uletyl lo7Hon sable hem truss Plola lnstltule.7B1N. Lea Street. Suile312 Alexpn4da.V 14 OSaut�sem Pine�SP lumber $speclbad, the deslm values are those elfeabve 0 D /f0136yALSC 69a4 Parke Foss Blvd. Tampa, FL 33810J116 Job Truss Truss Type pty Py 7g ceAon FJavD W391331 m11324 GRC HIP 1 1 Chambers Truss Ina., Pon 7.350 a Sep 272012 Wei, lndusnim. Ina Mon Jun 3011:19:212014 Paget ID_k6(3CA6bx7j2SylHDXFw7ye3M-ZXU5XDOzdCy7ctfeKHgb9uSga2B9laSSWX5z17134 NOTES 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 lb dam and 352 lb up at 7.0-0, 11816 down and 189 lb up at 9-0-12. 118 Its down and 189 lb up at 11-0-12, 118 lb down and 18916 up at 13-0-12, 118 lb dawn and 189 It, up at 15-0-12. 118 lb down and 189 lb up at 17-0-12, 118 lb down and 189 lb up at 17-114, 11 B lb down and 189 Its up at 19-114. 118 Its dam and 189 lb up at 21-11-4, 118 lb dram and 189 lb up at 23-11-0, and 118 lb dovm and 109 lb up at 25-114, and 231 lb down and 352 lb up at 28-0-0 on top chord, and 388 lb down and 240 lb up at 7-0-0, 68 lb doom at 9-0-12, 68 lb down at 11-0-12, 68 lb down at 13-0-12, 68 lb down at 15-0.12. 68 Its down at 17-D-12, 68 Its down at 17-114, 66 lb doom at 19-114, 68 lb doom at 21-114, 68 lb down at 23-114, and 681b down at 25.114, and 3881b down and 2401b up at 27-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the fare of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=44, 3-7=44, 7-9=44, 2-8=10 Concentrated Loads (Ib) Veil: 3=156(B) 5=96(B) 7=156(B) 15=333(B) 10=333(11)16=96(B) 17=96(B) 19=96(B) 20=96(B) 21=96(B) 22=96(B) 23=96(B) 25=96(B) 26=-96(B) 27=23(B) 28=23(B) 29=23(B) 30=23(B) 31=23(B) 32=-23(B) 33=23(B) 34=23(B) 35=23(B) 36=23(B) AeAFNflq -V—frA rya yar eea:a udeEAe WITSON VmF,WD IMSL9)EO Ni1FCREJ7AEA'.Fa1GEMIpM]Jre� I(l9/i01QBBG41aE Design wid for use only Wm MiTek mmectds. ihh design h based aJy upon parameters shown. and is far an hdMdual building component. ��- AppBcablyofdesign parametersand propencce,pomtion of component Is respor bMty of bu0dmg designer- not buss designer. Bracing shown b la bteral support ofhGNdualweb member Dory. Addironal tempaarybradnp to hswe stabmy dung comirucibn B theresponubUy of the MiTek' BreBreda. Addilional permanent bracing of the overall shuchaeB the sesponsmN'y r of the buldng designer, general guidance regarding fabdcotien. quality conhol storage, delivery, macron and bracing. consult ANSI/f91r QuaBy Cdteda, DSB41 and BCSI Building Component 69U Palls East led. 11afeyinfarmatlgn pvap bie lrom]rvss Plate Wlilule.701 N�LeeSheat, Suite 312 AlexonQM, VA 314 Temp;R33610d116 ,Southern Pine pp1 �umhensspecified, the design w1uesareiboseeEfe<4ve g6 g1/2013 hyAt5C Job Truss Truss Type Qty ply 7V Carton BevD T6391332 m11324 it MONOTRUSS 6 1 . Chambers Tmsslna,FortPieme M.349S2 7.351) a Sep 272012 MTek Indusides, Inc. Mon Jun 3011:19:22 2014 Page 1 ID:_k6GCAGbx712Sy1HDXFw7ye3KX-lk2UkZPbi3LpdmSrC1o37NDg8 XeuwybhKS5Fgzl7G3 -1-00 1-0-0 Refer to MiTek'TOE-NAIL" Detail for connection to supporting carrier truss (typ all applicable jacks on this job) LOADING (psf) SPACING CSI TCLL 20.0 Plates Increase %0 1.25 TC 0.12 TCDL 7.0 Lumber Increase 1.25 Be 0.01 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 5.0 Code FBC2010/TPI2007 (Matra) LUMBER TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 2=9910-8-0 (min. 0-1-8), 4=5/Mechanical, 3=7/1vtechanical Max Horz 2=47(LC 8) Max Uplift 2=153(LC 8), 3=-8(LC 2) Max Gray 2=120(LC 2), 4=14(LC 3), 3=26(LC 8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. 3x4 = DEFL in (lac) Udeg Ud Ven(LL) -0.00 2 >999 360 Verl(TQ -0.00 2 >999 240 Horz(TL) -0.00 3 Na n/a Scale =1:6.1 15 PLATES GRIP MT20 244/190 Weight: 5lb FT=O% BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation oulde, NOTES 1) Wind: ASCE 7-10; Vuh=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf BCDL=3.Opsf; h=12ft; B=45ft; L=SOft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chard live load nonconcument with any other live loads. 3) - 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 lb uplift at joint 2 and 81h uplift at joint 3. 6) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard t.. N Q�) /6j811/(}82 FL Cert. 6634 June 30,2014 ®Ntuvovs-vais, lug Nnmet^n.vQ &noR Wnus,tvcu tDf➢NlilxP.FFFFFMFP.iGENtI-Ml3 mw t/tl/I21484CAEIA`E Design valid for use onty with Mriek connedors.Th¢ design is based only upon parameters shown. and Is for an Individual butane component. ��• Apptcabaiy of desIgn parameters and proper incorporation of component Is responsibgty of buld gdesigner- not truss designee Bracing shovm bfortatmalsuppol ofindMdualweb members only. Additiondtempaarybracingto WurastabEtydu gcomtmctionistherespormbadyofihe erector. Additional permanent bracing of the overall structure lsthe resparrisi yof the butding designer. For,weral guldcmce regamMg MiTek' faMcation. auatty contasL storage. delivery, erection and bracing, mrsult ANSI/IP11 Qualify Crfeda, 11511-89 and BC5l Building comp oned 6004PmIm Eastalvd. 5�uuferylnlormaflon wsabls from Truss Plat Institute. 781 N. Lee Street. Suite 312 Alexandria VA Id 115outhexsl Pine LSP lumberisspeciTietl, thedesign valur=areilsaseeOecOve 06 0 /2013hyALSC Tampa, FL3%1a4115 Job Truss Truss Typa Oty Ply 7PCsrh rElevD Ta391333 m11324 J3 MONOTRUSS B 1Job Reference footionalli Chambers Truss Inc, Pon Pieme FL 34582 7.350 s Sep 272012 MiTek Indusines, Inc Mon Jun 3011:19:22 2014 Page 1 10_kfiGCA6bx7j2Syl HDXFW7ye3KX-1 k2UkZPbl3LpdmSrC1 o37NOpe WHuwybhKS5F9zl 7G3 0-0 3-0-0 Scale =1:9.4 3x4 = 3-M LOADING (ps1) SPACING 2-D-0 CS] DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TO 0.19 Vert(LL) -0.00 2-4 499 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.01 2-4 >999 240 SCLL 0.0 ' Rep Stress Ina YES I B 0.00 Horz(TL) -0.00 3 Na n1a BCDL 5.0 Code FBC2D10/TPI2007 (Matrix) Weight: 11111 FT=O% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOTCHORD 20 SP No.3 BOTCHORD Rigid ceiling directly applied or l D-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS (Ib/size) 3=43/Mechanica1, 2=144/0-8-0 (min. 04-8),4=13/Mechaniwl Max Holz 2=84(LC 8) Max Uplift 3=47(LC 8), 2=178(LC 8) Max Grav 3=61(LC 13), 2=174(LC 2), 4=39(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=120; B=4511t; L=50ft; eeve=6ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the boom 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. 4) Refer to girder(s) for truss to truss connections. nection (by others) of s to bearing e capable withstanding 47 lb 178Ib uplift atjoi C.. N V�<` 6) Seml-rigid phchbrelaknnclud including heels" Members end fairy, modeltwas used In the the analysis and design of this truss.d ,`,�OPQ n LOAD CASE(S) Standard ��� ,' •�'\ SF, % N 68182 00, FT 1aP. FL Cert. 6634 June 30,2014 Asset G-te,itskuks, ^,e@n,wt AFAD M1T£SLRTPSAk IMir®En wI1Fx'P.£f£a61^.FIMGEMtr-M7J ree 1/l9/roaabVOflE1bE ■■■ Design va9d tar use onty with Maek connectors. This design is based arty upon parameters sbovm. and is for on indMdual buildmg Component. Applicabil of design parameters and proper lncosporagon of component is responsibility of building designer- not fruss designin [ liming shown ITS;�ek' isfwr teralwppodothdvre Ndualbmembemoy. Additional temporarybmdng to nsurestoall duringre construction is the sponvb9Gty of the ct ereor. Additional permanent bracing of the overall structurem 6 the respob9ly of the building designer. For general guidance reoadvq Mll fobrication. quality control storage, delivery. erection and dacha consult ANSI/Rll pvallly Cdleda.DS3-09 and Dal augding Component 69" Parke East 6lvd. Safefyln.ermstlon viable hom7rus Plate Institute,78114. Lee Sheet. Suite 312. Alexandria. Vqq�231d Tem a FL 33610/115 If Sauthem Pine�SP lumber rs specified, thedessem values,a thpseeffetUvn06(02fi013byALSC p Job Truss Truss Type Oly PH 70'Canton BevD T6381334 m11324 J5 MONOTRUSS 15 1 Reference f,urtion,11 Chambers Truss Inc, Fort Pierce M. J4982 3" = 7.350 s Sep 27 2012 Minsk Industries, no. Mon Jun 3011:19:22 2014 Page 1 ID_khGCA6bx7j2Syl HDXFw7ye3KK-1k2UkZPb13LpdmSrCIo37NOkS SbuwybhKS5F9z17G3 Scale =1:12.7 5-0D LOADING (psf) SPACING 2-D-0 CSI DEFL in (too) Vdeft L/d PLATES GRIP TCLL 2D.0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.03 2-4 -999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 'SC 0.33 Vert(TL) -0.05 2-4 >999 240 BCLL 0.0 Rep Stress Ina YES WB D.00 HOr2(TL) -O.OD 3 Na n/a BCDL 5.0 Code FB02010rrPI2007 (Matrix) Weight: 171b FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc punins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 or. bracing. MTek recommends that Stabilivers and required =as bracing be installed during truss erection, in accordance with Stabilb er Installation guide. REACTIONS (lb/size) 3=93/Mechanical,2=19210-8-D (min. 0-1-8),4=23/Mechanical Max Holz 2=122(LC e) Max Uplift 3=114(LC 8). 2=-202(LC 8) • Mm Grav 3=127(LC 13). 2=230(LC 2).4=69(LC 3) FORCES lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12fi; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This thus has been designed for a 10.0 psf bottom chord live load nonconcunentwith any other live loads. 3) , 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of tmss to bearing plate capable of withstanding 114 to uplift at joint 3 and 202 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks Including heels" Member end fairy model was used in the analysis and design ofthis truss. LOAD CASE(S) Standard ,,%(�1.... FL Cert. 6634 June 30,2014 A nox a e -VWf anaq, pann,ease'..S u, M155 IRUSAa9lmew Ea Mt1EKP.EFFa£MEPMEXff-Ml3rea 11W20148SANSIRE Oeslgn valid for use.*win Mff.k connedors. This deign is based a* upon parameters shown. end is for an NtlMtluol bWtling component. AppkablfiH of design parameters and Proper (recuperation of con,PoneatIs respondbrity of balding dezgner-not Luss deogner. Bracing shown 6forlateralsupportotlndAdvolwebmembersonN AdditionaltempaarybrachgtolnsurrestabTlHduNlgcOpemIDtlomistherespornfearyofthe erector. Additional permanent brueng of the overall structure is the respom3odFor general of the building designer. general guidance regarding MiTek' fob,lcallon, quality contmL storage. delivery. erection and bracing. consuff ANSUTINI Quality Cdleda. DS649 and ECSl litigating Component 69M Parke East Blvd. SateHlNonnaaon abk from Truu Plate Wtltute,781N. Lee SSheeE Suite 312 Alexandria, VA 314. 115authem Pine7SP Iumbensspecifted,thedefti ues are those effective O6 O1f2Q13byAL5C Tam R33810-4115 pa• Job Truss Truss Type Oty Ply 78' candies Elev D 16391335 m11324 J/ MONOTRUSS 12 _ — 1 — Job Reference faotionan ChamEmf Too, I.... Fart Pierce FL 34982 7.330 3 5ep2] zu12 MiTeK Indusmes, Inc. mon 311n zo l l:19:23 2V14 Pagel ID_kfiGCA5bx7j2Sy1HDXFw7ye3KK-VwbsyvODTMTgEwl2MKIgazx3NigdMc Cenbzl7G2 -0-D 7-0 0 7-0-0 I 7-0-0 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.37 TCDL 7.0 Lumber Increase 1.25 BC 0.73 BCLL ' 0.0 ' Rep Stress Incr YES We 0.00 BCDL 5.0 Code FBC2010rrP12007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 GOT CHORD 2x4 SP No.3 REACTIONS (lb/sae) 3=140/Mechanical,2=243/0-e-0 (min. 0-1-8),4=33/Mechanical Max Horz 2=160(LC 8) Max Uplift 3=174(1-C 8), 2=234(LC 8) Max Grav 3=189(LC 13), 2=291(LC 2), 4=99(LC 3) FORCES IRS) - Max. Comp./Max. Ten. -Ali forces 250 IRS) or less except when shown. OEFL in (too) gdefl Lid Ven(LL) -0.12 2.4 >639 360 Venffi-) -0.22 2-0 >365 240 Hom(TL) -0.00 3 We wa Scale: 3l -V PLATES GRIP MT20 244/190 Weight: 23 lb FT=0% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 cc bracing. MTek recommends that Stabilizers and required close bracing be installed during truss erection, in accordance with Stabilizer Installation ouide, NOTES 1) Wind: ASCE 7-10; Vuh=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf BCDL=3.0psf; h=12ft; 8=45ft; L=5011; eave=611; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) - 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. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 3 and 2341b uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity, model was used in the analysis and design of this truss. LOAD CASE(S) Standard 4 GiE N SF<��'��' i FL Cert. 6634 June 30,2014 ®escxnc-w,aree,.vTP:�,mea,s,aaaua rurrsen7arsAw rzaasvm9mFrsFrtnFz4frrsceln-w7l m. z/zyz.9mesasFusz Design valid for use only Will Wail, connectors This design Is based onf, upon parameters shown. and Is for an Indiddualbuilding component. Applicability of design parameters and noperincaparalion of component Is responv'b91y of bulding designer- not hum designer. Bracing shown isforbteral suppM of NdlNduoiweb membersoM/. Additional tempprary5racing to Insure stobilty dulng construction a the responsgs0ty of the MiTek' erector. Additional permanent bracing of the ovemn structure is the respom3yty of the bWdmg designer. For general guidance regarding fabrication. gvaGty cstorage. delivery. erection and bsacNg. consult ANSIITPII Quality caHeda,DSB-89 and BCSI Building Component 69M Parka East Blvd. gvontrol H f5outhem Pine {aP� lumber isspez„ied, the AelN. s gn vats es eSuite e Mo. effeG1 10,112013 hyAS5C Tampa, FL 3361D4115 Job Truss Tress Type Dry Ply 0Camon Bevil TB]913]8 m11324 JA MONOTRUSS ] 1 Chambers Trees Ina., Fort Pierce n. M982 3x4 = Inc. Mon Jun 30 11:19:23 2014 Scale =1:8.3 2-0S LOADING (psf) SPACING 2-0-0 CSI DEFL in (too) Vdefl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Ved(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Ven(TL) -0.00 2-4 >999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hoa(TL) -0.00 3 his ma BCDL 5.0 Code FBC2010/TP12007 (Malnx) Weight: 9lb FT-0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 24-3 cc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MITCk recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS (Ib/size) 3=24/Merhanical,2-13210-8-0 (min. 0-1-8),4=10/Mechanlral Max Horz 2=72(LC 8) Max Uplift 3=28(LC 5), 2=175(LC 8) Max Grant 3=36(LC 13), 2=159(LC 2), 4=30(LC 3) FORCES (Ib) -Max. Comp[./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wlnd: ASCE 7.10; Vu8=165mph (3-second gust) Vasd=128mph; TCDL=4.2psY, BCDL=3.Opsf, h=12ft; 9=45$ L=50ft; eave=6fl; Cat. II; Exp C; Enci., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chard live load nonconcementwith any other live loads. 3)' This truss has been designed for a live load of 20.0ps/ 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. 4) Refer to girder(s) for truss to truss connections,5) Provide mechanical connection (by others) of truss to bearing plate capable anding 28 lb at joint 3 d 1751b uplift at t rigid pitchbreaks including heels" Member end fixity model was used In the the antaysis and design of this truss.ift 6) joint %%,OOP . G.. N .. ,e [. LOAD CASE(S) Standard . ��� �' •\' xSC, • N 68182 � : T OF 4/Z le ,,,'Ass•+rl III i0` FL Cert. 6634 June 30,2014 AMARkINa-.rfraes p .vdc,Esa r41]FSarrwSAAID IM1,lp£p Mlla(ftEiFFEM£MGENII-MA mr. rjIDJI014830.9E[eE Design vend loruse only with M7.kconnector this design It basedonly Won pemnaters shown. and is la an lndlvidualbWdin,component. �■■■� ineoorathm of componardis espabu8 nsechity of ding designer -not muss designer. Brach, shown Applicabi8ly of design param meters and pperm b forletealsWpod ofindMdaalvmb members only. Additional temporary bracing to lmum stabmty during construction is the responsibMty of the ereAdditional permrad anent bs, of the overall structure is the respoubTiy of the bulling designer. For general guidance regarding WOWWOWcter, fabrication, gouty control. storage. de8very, erection and bracing. conwit ANSI/rPl1 OuaNy Criteria, DS541 and tat Building Component 69" Pence Fast Bred. lafoyl loanollon gvo�oble hom Tru pPla)@Institute. 2Bl N. tee sheet. Suite 312. AlewnQrla. VA p23�Z0136yA15C IfSout�sem Pinel3P lumberiss ecrhed,the desimva uu are [haze effectsve 06/U1 Tampa, FL 336f 0.4116 Job Truss Truss Type ply Pty ocedton BevD Tfi38133T m11324 JB MONOTRUSS 1 Job Reference fpptionell Ch6mba. Truss Inc., Fort Plena Fl. U982 3x4 = 7.350 Mon Jun 3011:19:23 2014 Scale -1:12.7 LOADING (Turf) SPACING 2-0-0 CS] DEFL in (lot) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) -0.D4 2-0 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.08 2-4 >800 240 BCLL 0.0 ' Rep Stress Incr YES INS 0.00 Horz(TL) -0.00 3 n/a nda BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight: 1916 FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 55-11 cc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-D-0 cc bracing. MTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS (lb/size) 3=102/Mechanical, 2=215/0-8-0 (min. 0.1-8), 4=28/Mechanical Max Horz 2=115(LC 8) Max Uplift 3=119(LC 8), 2=234(LC 8) Max Grav 3=127(LC 13), 2=258(LC 2), 4=77(LC 3) FORCES (lb) -Max. CompJMax.Ten.-Alltomes 250(lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vuh=165mph (3second gust) Vasd=128mph; TCDL=4.2psf BCDL=3.Opsf; h=12R; B-05ft; L=50ft; eave=6ft; Cal. II; Exp C; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 3)' This truss has been designed for alive 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. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of Wss to bearing plate capable of withstanding 119 to uplift at joint 3 and 234 lb uplift at joint 2. 6) "Semi-rigld pdchbreaks including heels" Member end fnrily model was used in the analysis and design of this truss. LOAD CASE(S) Standard %,pPQu! N 1� N 68162 CC iO: T OF '41/� <Cy . % FL Cert. 6634 June 30,2014 ®NAWYtM1 YenYr Reign yaramehnsadRFAD rAl£Seq'TMSAFID fM1L0ID NIiFZFiIERfACF MG£Nlhf9l3 re. 1/f9JT01[PfFCaEIeE Design valid foruse onywith Mgek connectors. this design In based only upon parameters shovm. and b for an Inde0dual budding component. ��- App4cabnty of design parameters and properincosporotion of component brespondbTty of bu9ding designer -not truss designer. Bunting shown b forlgterat suppod otindiNduolweb members any. Additional temporary bracing to Insure stability during construction B the resporu3Mtyof the ..of . Additional permanent bracing of the avemllstmcture Isre thespo birty of the building designer. Forgeneral guidance regarding MiTek' chg.comull ANSI/tell Gunny CCdfeda, DSB49 and BC5l Building COMIssneni fi936 PaM1a East Blvd. yfabdcatiomquafiN gcvwkoLstorage.delivery.metlonandp n pinetoP� lumber isspetcicied,�the desN'tn value ere Nose Alexandria, If lSo�th them ffecti e06A 12013byAL5C Tampa,F1335101115 Job Truss Truss Type ty Ply r0'Cadton Devi) T839133B m11324 JC MONOTRUSa 1 lab Reference rnnfinnan . ChambersTmsa Inc., FortPierce R.349a2 LOADING last) SPACING 2-M CSI TOLL 20.0 Plates Increase 1.25 TC 0.12 TCDL 7.0 Lumber Increase 1.25 BC 0.01 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 BCDL 5.0 Code FBC2010/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 2=99/0-8-0 (min. 0-1-8), 4=5/Mechanical, 3=2/Mechanical Max Ho¢ 2=49(LC 8) Max Uplift 2=149(LC 8). 3=6(LC 5) Max Gran, 2=120(LC 2), 4=15(LC 3), 3=18(LC 8) FORCES (lb) -Max. Comp./Max.Ten.-All tomes 250(I1b) or less except when shown. Mon Jun 3011:19:23 2014 Scale =1:6.2 3x4 = DEFL in (roc) I/de0 L/d PLATES GRIP Vert(LL) -0.00 2 -999 360 MT20 244/190 Vert(TL) -0.00 2 >999 240 Horz(TL) -0.00 3 n/a n1a Weight:5 he FT= 0% BRACING TOP CHORD Structural wood sheathing directly applied or 1-1-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 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=165mph (3-second gust) Vasd=128mph; TCDL=4.2psY BCDL=3.Opsf, h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument wilh any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 to uplift at joint 2 and 61b uplift at joint 3. 6) "Semi -rigid pilchbreaks including heels" Member end fully model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 June 30,2014 ®H.iR1HM.-Ye Yr rtesgn yauo,eRn uEAfAD Iq]ESCNTHrS.lA9 rM14D@MflFl(RFF£R£MEPMiEMIr-I9T3 m. t/J9fSJteaPCaEUSEaaaaa Design valid forme only wdth MIT&connectors. This design u based only upon parameters shown. and 6 for on Indidual building component. my!Applicability of design parameters and proper Incorporation of component Is respondo0ty of building deagnw -not trun designer. Bracing shown hactoremisappod afinn.nentlwebme f In. versa Aruct. lempaarybaang io.vil sn, dasdudngor. g.n 1 irthe na,.rdin, of tha MITOW Breda. Additionalpevnl. donbmdng of theoctions ndbnebthe rensnuff xTryof The ba0ding deed., SB49 end guldaneeregoorpmg fabdcatlon.9 son tonirra.slom l=PlerylWituto,781N.ahg.et,Sut ZA]e nI a, VAGl314a, DSB$9 and BC'4i Bu9dlnp Component fi904 Pafka Flat ahnl. 5afehlnfarmanon viz Dula from Tsusp Prole led, thedesi t vaSueet5uite 312 Alexandria, VA 314. Tampa.FL336104115 O Southern P"me�SP Iumbe[isspenhetl, thetlevm valtue4 are [hose effective O6 01/2013 byAL6C Job Truss Truss Type Qty Ply- 79mr1ha Elevo T6391339 m11324 KJ5 MONOTRUSS 1 1Job Reference footionall Chambers Truss Inc., Fort Piers R. M952 7.35D s Sep 27 2D12 MiTok Indusides, Inc Mon Jun 3D 11:19:24 2D14 Pagel ID_dGCA6bx7j25y1HDXFw7ye3KX-z69E9FQrEgbXs4cEKSrXCoW6hn9PMp5u8exBJ1zl7G1 -1Z 7-0 2 1-5-0 I 7-0-2 i 2.83 12 5 2 3x4 = Scale=1:15.7 7-0.2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loci Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.09 2-4 >840 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.25 Ven(TL) -0.16 2-4 >495 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010/1P12007 (Matrix) Weight: 23111 FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 7-0-2 oc puffins. BOT CHORD 20 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=164/Mechaniral, 2=18710-11-5 (min. D-1-8), 4=40/Mechanical Max Horz 2=110(LC 8) Max Uplift 3=190(LC 8), 2=211(LC 8) Max Grav 3=211(LC 13), 2=225(LC 2), 4=106(LC 3) FORCES (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vuh=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=5011; eave=l DR; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) - 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. 4) Referto girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 Ib uplift at joint 3 and 211111 uplift at joint-2. 6) "Sem4ngid pachbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the fare of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (p[Q Vert: 1-5=44 Trapezoidal Loads (plf) Vert: 5=O(F=22, B=22}to-3=-77(F=16, B=16), 2=1(F=5, B=5)-to-0=18(F=-0, B=4) FL Cert. 6634 June 30,2014 ®WN.MAC-Yen:r6esgn N"+mesnaMPFAD lA7FSGN rMS.V£ f1K1VOtD MItA[P.E£FREMEMLEXIf-I9I3 rer. IfJ9fI0tdB9(H4EUSE ■■■■ Designv d for usa arty with MITek connectors. This dedgn b based only Won parameters sham, and is for an hdMdual building component.• APplicabi5ty ry of design parameters and psoperincooration of componentbresponabTiy ofbu0dhg designer- not truss designee brcing ashown 9'se� Is for lateral support of Individual web members only. repermanent Atldifbnal temporary bmdng to Insure stabPry during comtrudbn6ihe resporamOryaf Ue IVliTek' enactor. Additional peanent bracing of the overall shuciurs B the mspoisvbnty of the building designer. Forgeneral guidance regarding fabrication. aucRy control stamge. delivery. erection and bmch,, consul) ANSVFPII Quaint, Cdteda. DSB49 and BCSI Buldina Component 6904 Parka East Blvd. Solely Infomneean T table from7ws Plate Institute. 781 N. Lee Sheet, Suit E312 Alexandda. VA231d Tampa, FL 33610.1116 O Southern Pure 5P lumbers specified, the d esign values are llivsee0ea[ive 6 0V2013hyAl5C Job Truss Tmss Type Dty Ply 70'Cerlton BevD T6391MO m11324 KJ7 MONOTRUSS 1 Chambers Tmss lno., Fort Planes FI, U982 7.350e Sep272012MTeklndusdes,lna Mon Jun3311:19:242014 Pagel ID _kfiGCA6bx7j2Syl HDXFw7ye3KX.z69E9FOrEgbXs4cEKSrXCoW$Pn92MmOu8exBJlzl7G1 -1-5-0 fi 12 i 9-10-1 1-5-0 6.8-12 3.1-5 ' I 3x4 = 5 3x4 = Scale=1:20.6 6-8.12 3-15 LOADING (par) SPACING 2-D-0 CSI DEFL in (too) Vdeft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) -0.04 2-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.08 2-7 >999 240 BOLL 0.0 Rep Stress Incr NO WE 0.20 Hoa(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2010rrPI2007 (Matrix) Weight: 38 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 or. puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required cress bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=104/Mechanical, 2=29410-11-5 (min. 0-1-8), 5=310/Mechanical Max Hoa 2=191(LC 8) Max Uplift 4=130(LC 8), 2=280(LC 8), 5=232(LC 8) Mm Gmv 4=155(LC 13), 2=351(LC 2), 5=387(LC 13) FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=703/330 BOT CHORD 2-7=-454/699, 6-7=-454/699 WEBS 3-6=806/524 NOTES 1) Wind: ASCE 7-10; Vuft=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=1211t; B=15ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.16; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 3) • 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1301b uplift at joint 4, 2801b uplift at joint 2 and 232 Ile uplift at joint 5. 6) SemFrigid pttchbreaks Including heels" Member end focfty model was used in the analysis and design of this truss. 7) 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) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-8= 44 Trapezoidal Leads (pit) Vert: 8=0(F=22, B=22)-to-0=-108(F=32, B=-32), 2=1(F=5, B=5)tor-6=25(F=7, B=7) i *• N 68182 T OF 'tU . O • NA�E�U% 111111110"t FL Cert. 6634 June,30,2014 ®irAcenso verirreeaq, peramehn ae0AFi1a raz£SGNTMSAF91M1Mm MirarafrFAFAr.. eAG£xtl."73—I/E4fzat4ariC.HIRa Design valid for use onNvAth Meek connectors We design b based a* upon pommefem shown. and b far an Individual bup?ng component. ME ramf Applicability of design parameters and proper Incorporation oamep,mentIs responsibiL'ty of balding designer. not truss designer. Bracing shown h for lateral support of indMdual web members o*. Additional temporarybracing to imum stability durng constructbn Is the responsibility of the erector. Additional permanent bracing of the ovem9 structure is therespowbsty of the building designer. torgeneml guidance regarding WOW Solely fabrication quality conhot storage. cleave, erection and baring. consult A1151/rell pearly Cdfmfo.D5B-69 and bal lulding Component lnlormallon gMoblefrom Truss Plate Institute,781N. Lee Street. Suite312. Alexandra. VA 14. 0 Southern Fme {aP� lumber isspecified, thedesim vaiu¢;arempseetfeW ve 06 Ol/2013byALSC 69" Parke Fast two. Tempe, FL 03610A115 Job Truss Truss Type - Oy Py 7a Caton OwD T6391 41 mt1324 KJA MONO TRUSS 1 Job Reference imitation . Chambers Truss Inc, Fort Piems R. U982 3x4 = LOADING (psf) SPACING 2-0-0 CS] TCLL 20.0 Plates Increase 1.25 TC 0.22 TCDL 7.0 Lumber Increase 1.25 BC 0.17 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 BCDL 5.0 Code FBC2010/TPI2( (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS (lb/size) 3=119/Mechanical, 2=148/0-9-11 (min. 0-1-8), 4=2911111echanical Max Hai 2=97(LC 8) Max Uplift 3=139(LC 8), 2=169(LC 8) Max Grav 3=155(LC 13), 2=178(LC 2), 4=85(LC 3) FORCES (lb) -Max. Comp./Max.Ten.-All forces 250(lb) or less except when shown. DEFL in (loc) gde8 LJd VerILL) -0.05 2-4 >999 360 Vert(TL) -0.08 2-4 e864 240 Horz(TL) -0.00 3 rda me Scale=1.13.6 PLATES GRIP MT20 244/190 Weight: 20111 FT=Oh BRACING TOPCHORD Structural wood sheathing directly applied or 6-0-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-D-O 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=165mph (_-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=1211; 5=45ft; L=50ft; eave=6ft; Cat. II; Este C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconwnent with any other live loads. 3) -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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139 Its uplift at joint 3 and 169 to uplift at joint 2. 6) 'Semi -rigid pilchbreaks including heels" Member end fairy model was used in the analysis and design of this truss. 7) 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) Regular. Lumber Increase=1.25, Plate lncraase=1.25 Uniform Loads (pit) Vert: 1-5=44 Trapezoidal Loads (pit) Vert: 5=0(F=22, B=22)-to-3=-66(F=11, B=11), 2=1(F=S, B=5)-tod=-15(F=3, B=3) PQu... u.11 .4 FL Cert. 6634 June 30,2014 ®WFCMM: -.se, hi A,.eisGnW ssus MIrFSCIlifRS.WD fM1UDEa MiF%REFERFMECAGEXft-MT3 rew Ifl9/IBIS&F69EU}E Design wild foruse only with NoTek connectors.this design is hosed a* upon parameters si and b Won Individual building component. ��- Applicability of design parameters and properincoiporation of component Is reMonvbliy of bulding designer -not thi designer troche shown 6forlateralsuppodofindiNdualwebmembenonN.Adddionolfemparary 6ngtohsurestabsydurhg=mtmetionistharespo butofMe motor. Additional permanent bracing of the averal structure U the responsibility the building designer. Forgenend guidance regarding ere MiTek' ANSI/INIQua0y CCEAeda, DS549 and 3CS1 Building Component 69M Parke East Si 55fabdcation.quariygcoonptastomge.dervery.erectionendirratlg.mnsult NSvulthem Pine t5P1 lumber isspelcified. the dels-eep values am Ouse effective a6Ju1/2013byAL5C Tampa, F-336104115 Job Truss Truss Type Oy Py 7a cedlan EJevO T6391342 m11324 KJB MONO TRUSS 2 1 Chamber Truss Ina, Fan Pierce FL U982 7.350 a Sep 272012 MiTak Industries, Inc. Mon Jun 3D 11:19252014 Page 1 ID:_kfiGCA6bx712Sy1 HDXFw7ye3KK-SJjcMbRT7JOUEBOtAMm172UBXx5G11 NIhlsUzl7GO 1 -2-9 4.11-9 1-2.9 4-11-9 3x4 = LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 ' Rep Stress Ina NO BCDL 5.0 Code FBC2010rrP12007 LUMBER TOP CHORD 2x4 SP M 30 BOTCHORD 2x4SPM30 Scale=1:11.7 CSI DEFL in (lac) Well L/d PLATES GRIP TC 0.10 Ven(LL) -0.02 24 >999 360 MT20 2441190 BC 0.10 Vert(fL) -0.03 2-4 >999 240 WB 0.00 Hom(TL) -0.00 3 Na n/a (Matrix) Weight: 171le FT=0% BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-9 o; puffins. BOT CHORD Rigid ceiling directly applied or 1041-0 oc bracing. Mrrek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS (go/size) 3=75/1vechanical, 2=123/0-9-11 (min. 0-1-B), 4=20/Mechanical Max Horz 2=73(LC 8) Max Uplift 3=-83(LC 8), 2=156(LC 8) Max Grav 3=95(LC 13), 2=148(LC 2), 4=65(LC 3) FORCES (lb) -Max. CompJMax.Ten.-All forces 250(lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vuk=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.OpsF h=121t; B=45ft; L=5011; eave=6R; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chard live load nonconwrrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsr 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 3 and 1561b uplift at joint 2. 6) SonaWgid pftchbreaks Including heels' Member end fxfty model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as frent (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increaseal.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 1-5=44 Trapezoidal Loads (pin Vert: 5=0(F-22, B=22}toS=55(F=5, B=5), 2=1(F=S, 8d)-to4=12(F=1, S=1) ��oPQUINIf.. `�. SF.,��� NQ68182 FL Cert. 6634 June 30,2014 ®WAANI� Yemfy Earty, ➢anm¢sn au4PFAD MnFSONTMSAA9 rM1U0F0l1IrfiCREi£F£ME MCEXII-]413,ew t/!9/ie16B9egE1aE Designva6d taus. onywith Maekconnectors.TMsdeslgniebased onlyupon parametessshown. andis foranindMduol6Wtlingcomponent. ■■■ AppkabiByoldesim parametersand properincw wattonofcomponentbmspons36ty of Wkeng designer. not truss designer, amchg shown h lorlaleral support of lndNdualvreb members any. Addlional temporary bracing to insure stabdfy duMg conertrason Is the respernb3ty of the erector. Addllonoi permanent shoeing of the overall structure h the resporelefity of the building designer, For general guidance regarding MiTek' fabdootlon. quality control. storage, actively. match and bracing. consult ANSI/TPII Quality Ueda,DSB-09 and BCSI Building Component 8904 Pens Fast BIW. Sotayfnt.on.ban q!� brie Nom7mss Plate hstitule. I61 t1. lea Street. Suite 312. Alexandria. VA I4 M Southard Pine Ias•j lumber ssspecified, the denen values are those eHecUve O6 0�)3013byALSC Tampa, FL 33610-1115 Job Truss Truss Type Oty Ply 70'Cedton BevD radrannn T6391343 m11324 MV2 VALLEY 1 1 chambers Truss Inc., Fad Pierce R. U982 7.350 s 5ep 27 2012 MTax lndusides, Inc. Mon Jun 3011:19:252014 Page l ID_kgGCA6bx7j2Sy1HDXFw7ye3KKSJjcMbRT7JOUEBOtAMm172MuBYG5GilNIhisUzl7GD 2-0.0 2-0 4.00 12 314 Scale -1:6.1 LOADING (par) TCLL 2D.0 TCDL 7.0 BCLL 0.0 ' BCDL 5.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Inv YES Code FBC20101TP12007 CSI TC 0.03 BC 0.02 WB 0.00 (Matrix) DEFL in Vert(LL) n/a Vert(TL) n/a Hom(rL) -0.00 (loc) Well Ltd - n/a 999 - n/a 999 2 n/a n/a PLATES GRIP MT20 2441190 Weight: 5111 FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 o; purlins. BOT CHORD 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. MTek recommends that Stabilizers and required =as bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS (Ib/size) 1=30/2-0-0 (min. 0-1-8), 2=2412-0.0 (min. 0.1-8), 3=6/2-0-0 (min. 0.1-8) Max Hoa 1=21(LC 8) Max Uplift 1=20(LC 8).2=30(LC 8) Max Grav 1=36(LC 13), 2=32(LC 13), 3-17(LC 3) FORCES Ile) - Max. CompJMax.Ten.-All tomes 250(lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vub=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=12ft; B-0511; L=500; save=6ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directionali; Lumber DOL=1.60 plate grip DOL-1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) - 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 240 wido will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPII angle to grain formula. Building designer should verify capacfty of bearing surface. 6) Provide mechanical wnnection (by others) of truss to bearing plate capable at withstanding 20It, uplift at joint 1 and 301b uplift at joint 2. 7) "Semi -rigid pgdlbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard SOP�u.N11.. � : \G E N Sic FL Cert. 6634 June 30,2014 ®rcuexrnD.v<ak><+4^w•+�^+a'n+unauonolzrerv7msMmrruwIDrnrtrra[zFlfu�zMGEnrrJan m. uzs/zJre9arxrut ■■ Design vo8d for useonC'wihMTekconneeton.flu, deslgn is based arty upon parameters shown. and h fix an indls1dua1 bu8d gcomponent. �L:jLy Applicablfly of design parameters and proper lncorecratlon of component is ramornfleMy of bulding deagner- not truss desgner. Bracing shovm bforlateralsuppWolkndMdudwebmembenorty.AddironollemperaryNacingtoimaresfablity during commctlan6the revondbu"tthe MiTek' erector. Additional permanent bracing of the overag sWdum b the responubDty of the bu8dkng designer. For general gubance regarding fabrication. quality contret storage, deltmry. erection and bracing, consult ANSI/frll Quality Cetera, DSB47 and BCSI Building Component 6904 Parkas Earl Bind. 11 rely lnforeallon pvopabletrom Truss Plate trutitule.781(J, We Sfinel.S%nte31ZAIa.n4rlo.Y 314 Il Southern Pine ros•r lumbensspecified, the design vallum are those efecMW0V9 011f2013by ALSC Tampo FL33ef0-s11S Job Truss Truss Type Oty Py 70' Cadton Bev D T8391344 mt1324 Mao VALLEY 1 1Job Reference fontionall . Chamaen Twa ma. roa riesce n a4a0< m........nu mun.un uu .:.e:aa <ur. raa. ID _KGCA6bx7j2Syl HDXFw7ye3KK-SJJ.MbRT7J0UEBOtAMm172JuBXX5GA NIhlsUzl7GO 3x4 % w II 2 3 Scale -1:9.4 LOADING (psQ TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCOL 5.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC20107TP120D7 CSI TC 0.22 BC 0.13 We 0.00 (Matrix) DEFL Vert(LL) Vert(TL) HOR(TL) in n1a n1a 0.00 (]cc) Udell L/d - Na 999 - n1a 999 n1a rda PLATES GRIP MT20 2441190 Weight: 12 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or4-0-0 oc puffins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MTek recommends that Stabilizers and required =as bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=8014-0-0 (min. 0-1-8),3=80/4-0-0 (min. 0-1-8) Max Holz 1-56(LC 8) Max Uplift 1=54(LC 8), 3=72(LC 8) Max Grev 1=97(LC 13), 3=102(LC 13) FORCES (Ib)-Max. CompJMax.Ten.-All forces 250(lb) or less except when shown. NOTES 1) Wind: ASCE 7-10: Vull=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps1; BCDL-3.Opsf, h=12ft; B=45ft; L=50ft; eave=6ft; Cat II; Exp C; Encl., GCpi=0.16; MWFRS (directional); Lumber DOL=1.6D plate grip DOL-1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconwment with any other live loads. 4) • This truss has been designed for a live Iced 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 64lb uplift at joint 1 and 72 lb uplift at joint 3. 6) •Sen igid pftchbreaks Including heels' Member and fairy model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1111{ I I I I I/1/�� QUIN .. 4 �.��GENS-.����i'. NJQ`1yy/�,(6668182 1182 1 //1 Yf111 /.'irz FL Cert. 6634 June 30,2014 ® KMNrm.V.nf( d.sg I.. READ ADMOMlmSM0 rM1WED MRXRRFR£MF PAGE/IR-MA mr. 11W2011waseaSE Design vaed for we only Win Wak cohmedoa. This design is based a*upon parameter shown. and is fo, an hdMdual balding component. Applmblity of design parameters and peeper incoiperation of component h rew.nn1s My or balding designer -not Ines designer. bracing shovm Istort.feral.ppodofhdMdualvrebmam .0*. Atldllond tamperer, b cing to insure stab6ty dl Mg comWdion is the respomibmy, of the Welk'erectar. AEditwal Permanent bracing of the overel shuatureb theresporebRy of the bundng designer. forgenerel guidance regarding f.bdcdbu. Welty control storage, delvery, wectlon and bmchg. consul! ANSVffil Qualfy Gbdo. DSB49 and BCSt Building Component 69M pork. East Blvd. 17 fey lnfmmaaon arable hom Truss Plate lmtitute.781 N. Lee Streel. Svle 312 Alewndnia,V 22714. I�Sauthem Pine IaP� lumber isspecified,the design values are those effective g9)al/2013 byALSC Tampa, FL 3361pJt16 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3 - Center plate on joint unless x, y 4 offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings t tl (rawngs not scale) Failure to Follow Could Cause Property Dgfllg9e Or Personal injury Dimensions are in ft-in-sixteenths. Apply plates to bath sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal orx-bracing, 9 9. is always required. See BCSI. 7 0'/16r c'-' �-' 2. Truss bracing must be designed by an engineer. For WEBS c 4 Cl .� O wide truss spacing, individual lateral braces themselves mayrequire bracing, or alternative Tor bracing should be considered. = y O dss" M 3. Never exceed the design loading shown and never slack materials on Inadequately braced trusses. L7 O a- 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate o- designer, erection supervisor, property owner and plates 0-'Al' from outside BOTTOM CHORDS all other Interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss of each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE and embed fully. Knots and wane at joint locations required direction of slots In AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7, Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment In accord with ANSI/rPI 1. "Plate e details available In MRek 20/20 software oorr upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expresses noted, this design is not applicable for ICC-ES Reports: use with fire re ardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, she, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Southern Pine lumber designations are as follows: in all respects, equal to or better than that Indicated b symbol shown Y Y SYPrepresentsvalues05published by AWCs the 2s as published by specified. by text in the bracing section of the by SP ALSC approved/new values 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1, 2013 spacing Indicated on design. if indicated. 14. Bottom chords require lateral bracing at 10 U. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but © 2012 MTek® All Rights Reserved 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. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MAN 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: W1 ANSI/TPII : National Design Specification for Metal 19. Review all portions of this design (front, back words Plate Connected Woad Truss Construction. and pictures)before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. R, is not sufficient. BCSI: BuildingComponent SafetyInformation, Q M 20. Design assumes manufacture in accordance with GuidetoGood Practice foHandling, ITV ANSI�I 1 (Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 01 /29/2013 1-22-15 DESCRIPTION: BEING ALL OF 13953 GARZA COURT, OF THE UNRECORDED PLAT OF FAIRWAYS, OF ST. LUCIE COUNTY, FLORIDA. ABBREVIATIONS: FFE = FINISHED FLOOR ELEVATION R/W = RIGHT-OF-WAY R = RADIUS OF CURVE L = LENGTH OF CURVE SF = SQUARE FOOT A = DELTA OF CURVE St. Lu-11a Cc.. Date Intit 20' PAVED ROAD GARZA COURT SURVEYORS NOTES: 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO065 J, EFFECTIVE DATE 2-16-12. 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE CENTERLINE OF GARZA COURT HAVING AN ASSUMED BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT OF FAIRWAYS, OF ST.LUCIE COUNY, FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. PERMIT #: /1/1 Z -Q 0 SSG EASING AVERAGE TOP OF FORMS ELEVATION=28.12 3.37' ABOVE EDGE OF PAVEMENT EASING SCALE: 1"=30' ALEXANDER J. PIAZZA PSK INC. CWYNTNEIBUILDING CORPORATION,. DATE: 1-22-15 Surveying • Mapping • Consulting 619 SW Blltmore Street -_ DRAWN: CJM Port St. Lucie, Florida 34983 _ JOB NO.: *LBif7280 Phone: (772) 340-7770 15-1935 Fax: (772) 340-2250 K:\BUILDERS\DWG2015\15-1935.dwg, 1/22/2015 9:58:02 AM