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r - \ ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: SCANNED Permit Number: /4l /Qd E� BY g ` - 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 PROPOSED IMPROVEMENT LOCATION: Address: 28 ORO GRANDE Legal Description: SECTION 26 / TOWNSHIP 36s, RANGE 40e Property Tax ID #: 3414-501-1701-000/9 Site Plan Name: SPANISH LAKES ONE Project Name: Setbacks Front30' Back: Right Side: 16' Left Side: 161' DETAILED'DESCRIPTION OF WORK: Lot No. 28 Block No. MOBILE HOME REPLACEMENT: SINGLE FAMILY RESIDENCE - 3 BEDROOM / 2 BATH / GARAGE CONSTRUCTION INFORMATION: • 11 111 Z✓ HVAC ❑ Gas Tank Z✓ Electric Plumbing Total Sq. Ft of Construction: 2,275 Cost of Construction: $ 58,000 Piping ❑_Shutters Windows/Doors nklers 0Generator ZRoof _ S Ft. of First Floor: 2,275 Utilities:llSewer ElSeptic 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: BRADENaBRADEN MORTGAGE COMPANY: X Not Applicable Name: Address: 417 COCONUT Ave. Address: City: STUART State: FL Zip: 34996 Phone: (772)287-8258 City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: x Not Applicable Name: BONDING COMPANY: _Not Applicable Name: 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-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your p ying twice for improvements to your prope y. A Notice of Commencement must be record and post don the jobsit before the first inspectio ou intend to obtain financing, consult with I er or an orney before commencing work or Ine.vour Notice of Commencement. STATE OF FLORIDA STATE OF FLORIDA COUNTY OFST - 44 C_X COUNTY OF Sr kU GrY The forgoing instrument was acknowledged before me The forgoing instru ent was acknowledged before me this /L day of Noug-yriA ee 20 14 by this of day of� 20_1g by iy d n—Hew L YGC & V" We M'rgTF CE" 6y LF li0 YN c+ e (Name of person acknowledging) (Name of person acknowledging) LOl�4i 0-i,� &4. � 4.Q�, ir, ..,, 12 10- - (Signature of Nota ublic-State of Florida) (Signature of Notar ublic- State of Florida ) Personally Known ✓ OR Produced Identification Personally Type of Identificatiotb --J- -- - _ Type of Idi Commission No. Revised Notary Rq State of Florida My Comm. Ex Ives Oct 2. 2016 Commission # FF 015226 Notary Public - tale of Floride '4KComm. Ex }1}} (fct 2, 2016 'Commission # FF 015226 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE - COMPLETE AN INITIALS ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT 1, the undersigned, am the owner of the following described property:-�g C<b Gconz� Part of 3414-501-1701-000/9; Section 26, Township 36s & Range 40E (Tax ID/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Permit. -In accepti ng this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the imme Matthew Lyle Wynne Property Owner Name araie community. Y .,v4lpvaaS ���� i�rop�rdy�Owster�Slgnature�:,��; Date STATE OF FLORIDA, COUNTY OF S t. Lucie ACKNOWLEDGED BEFORE ME THIS lk DAY OF , 20 & BYMatthew Lyle Wynne WHO ISPERSONALLY KNOWN TO ME OR WHO HAS PRODUCED NIB SIGNATURE OF Or N TARY NOTARY PUBLIC TITLE IDENTIFICATION. TYPE OR PRINT NAME OF NOTARY (S L-A L) u„y COMMI oaf, BASKIN >`pa�a Notary Public - State of Florida ' e My Comm. Expires Oct 2, 2016 '�° Commission # FF 015226 • Banded Through National Notary Assn. E` St. Lucie County Building& Zoning 2300 Virginia Ave cop P Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY. Wynne Building Corporation will be using the following sub -contractors for the (Company/Individual Name) •// (��\ project located at 6 (Street address or Property Tax ID ft) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number' Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lindquist Plumbing & Supply Co_ 19150 CFC057672 HVAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing, LLC 19496 RC29027087. Gas 06/18/2014 15:29 7728787656 , WYFNIE BUILDING CORP PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING -PERMIT SUB-CONTRACTORAGREkNENT St. Lucie County Contractor Certification Number. Sure of Florida Certification Number (rrappliesbW go009 e 3 e agreed to be the Rinctr5ral Sub -contractor forWYnne Development Corp. _ (Type of Trade), (Primary Couractor) 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 Department of St Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Coatraatoes License) NOTARIZED SIGNATURE ARE REQUIRED Business Name. S&W Electric Address: 501 W. Coker Rd. City/State/Zip: Fnrt ai erce •FT.34945 Phone- tvy2i 464_9496 email. ILawrence Stubbs GNATURE PRINT) NAME DATE STATE OF FLORIDA, COUNTY OP THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS, DAY OF S�QV2 v�b2� 20� i3Y �I.II /IPY)( 'P V (:s4p ]D5 "WHO ISPERSONALLY KNOWN \J OR HAS PRODUCED AS IDENTIFICATION. au YQ lei taH e- 1, SIGNATURE OF NOTARY PUBLIC PRINT NAME OF NOTARY PUBLI SLCPDSt 12/162013 (STAMP) ,ptiM ryy�: LAURA R. CUBBEDGE r Commission # EE 209915 4, Expires October 21, 2016 ,f.,, ft"It UThryFain yyya ms0aJ0Sr019 07/30/2014 16:e3 772878765E , WYNNE BUILDING COF 7- PAGE 02/02 7-T� PERMITS{ ISSUE OATS PLANNING & DEVELC) PMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (r£applieabie): _QFC1428458 Lindquist Plumbing have agreed to be the (Company Name/Individual Name) Plumbing Sub-contractorforwynne Development Corp. (Type of Trade) (Primacy Contractor) For the project located at (Project 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 ofthe Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE XMQUIRED Business Name: Lindquist Plumbing Address: a185 Sneed Rd City/State/Zip: pnr_i- R i A7-n A FT 'a d A d S Phone: (172) d (,1 1 a A 9 email: SIGNATURE PRINT NAME DATE STATE OF FLORIDA, COUNTY OF S/ L C.I TIIE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS leoAY OF _ / V c7 Vt-k-�' QdX , 20_Ly BY %l>>+4 e c C,+S t WHO IS PERSONALLY KNOWN _L,� OR HAS PRODUCED AS IDENTIFICATTIION. 4W.4, V. ,J"� 0leol{Y 14fyn/ A'4&r/IJ (STAMP) SIGNATURE 00 NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 12416/2013 • o Y pia, DOBOTHY ANN BASKIN �c'• Notary Public -Stale of Florida �; ; • e My Comm. Expires Oct 2, 2016 . 'da Commission # FF 015226 %:P,;,;,`.°p• Bondad Through National IN Assn.. 07/30/2014 16:04 772878765P _ i WYNNE BUILDING COPP PAGE 02/02 PERMIT# ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St Lucie County Contactor Certification Number: State of Florida Certification Number (if applicable): CACO24379 trol of St, Lucie County, Inc. Name) agreed to be the air conditioning Sub -contractor for Wynneyevelopment Corp, (Type of Trade) (primary Contractor) For the project located at �Q (Project 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 13uilding and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCOV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: Comfort Control of St Lucie County Inc. Address: 15ni giltmore Gt City/Slate/Zip: Port St, Lucie, FL, 34983 email: TiimmPrman ME DATE 'AG I e- THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS DAY OF ' 20� BY En -r vm 12' mm2�rnCl ✓) WHO IS PERSONALLY KNOWN V Olt HAS PRODUCED SIGN ORE OF NOTARY UBLIC SLCP 8:12/1612013 AS IDENTIFICATION. .�pn,.�.2 I\rilAhT PRINT NAME OF NOTARY PUBLIC (STAMP) R Notary Public State or Florida Jennie KnightMy Commission FF 045851 Expires 081151201 7 PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St, Lucie County Contractor Certification Number: 19499 State of Florida Certification Number (if wii=bler RC29027087 Treasure Coast Roofing, LLC __ have agreed to be the (Company Name/Individual Name) Roofs na Sub -contractor for Wynne bevelopment Corp (Type of Trade) (Primacy, Contractor) For the project located at 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) BUSINESS QUALIFIER (Name ofthe Individual shown on the Contractor's License) NOTAPJZED SIGNATURES ARE RiEQUMD Business Name. Treasure Coast Roofing[, LLC Address: I R16 Hi-ltmore St City/StatePllp: Port St Lucien FLU 34984 Phone: (772) 343-8308 enwl: Brian Maloney SIGNATU PRINT NAME DATE STATE OF FLORIDA, COUNTY OF y5k L U C z e ��,,yy��,� THE FOREGOING INSTRUMENT AW AS SIGNED BEFORE ME THIS, DAY OF� �/� BY \�G (�1/ Y t � CIA CkL�L WHO IS PERSONALLY KNOWN �_ OR HAS PRODUCFtf // // AS IDENTIFICATION. Rr&04 �iyenIT PRINT NAME OF NOTARY PUBLIC (STAW) l .._ JOSEPH E. SMITH, CLERK OF Tip CRCUIT COURT - SAINT LUCIE COUNTY fi FILE N 4018185 OR BOOK 369,' -WAGE 2092, Recorded 12/02/2014 at 11, AM AFTER RECORO(NG.RETURN TO: F PERMIT NUMBER L IY.i,.m::,.rir ,.aN.r+l l,.r I...,,di. u:.•.:" 1 J f NOTICE OF COMMENCEMENT undersigned hereby given notice that improvement will be made to certain real prOpeey, and in accordance with Chapter 713. slew¢. the following information is provided in the Notice of eomrllcnccmcm. \The nFlorida / I DESCRD'T10N OF PROPERTY fUgal description said street address) TAX FOLIO NUMBERS 3d1d-9D—-17 11-0009 J Spanish SUBDIVISION BLOCK TRACT_LOT BLDC_U— kes— 1t AQ �!n �. Se t'on 26 T wn h' 36 R 40E 2. CENERALDESCRIPTIONOFBNPROVEMENT: Single fami^yresidence Y 7. OWN'ERINFORMATION: a. Name •, m:nn >•=a':'.. r. b. Atltlress 8000 S. U51r Suite 402, PSLSL, FL 39952 c. interest in property d. Name and address of fee simple dUeholder (if color Nan owner) 4 CONTRACTOR'S NAME,ADDRESS AND PHONE NUMBER: Wynne Develogment Corpocation 8000 S. USI, Suite 402, PSL, FT 14992 772—R7R—S511 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: I- 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: /// 7 Persons within the State of Florida designated by Owner upon whom notices or other documents may be Hrved as provided by Section 713.13 (U(a) 7., Florida Suluta Doug .Brantley 1 Silver Oak Dr. PSL, FL. 201-8918 NARE,ADOUSS AND PHONENUMEER: / B,.In addition m M1im.dt or herself, Owner daigne¢s the fallowing m reeaw a copy of the Lienor's Notice as pmvitled in Seaton 713.1E (U(b), Florida Statutes. NAME, ADORC55 ANOPHOPHONE NUht8E0.: Expnatian data al notice of eommeneemem BM1c expiration dace is I yea. ham the da¢ of recording unlns a diffvent dne n 9WARNWG TO OWNER' ANY PAYMENTS MADE BY THE O"ER A�R THE EXPOZATION OF HE NOTJCE OF COMMENCEMENT ARE CONSIDERED DAPROPER PAYMENT[ UNDER CHA VTER 211. PART 1 SE"ON 713.1]_ FLORtCASTKn1TE5. ANO CAN RE5UU PA 1 1 R V R P TY N F M TB wN P T N T I EF R T P 'F YOU WIEND TO OBTAINF1NANCmhG CONSULT NTTH YOUR LFINDR B F REC M D YO N F N NT Matthew Lyle Wynne, Vice —President Slg,rawre of Owner or Print Name and Provide Signatory's TiddOflice O—et's Aulhoriaed OW.c., ➢i...... Parsner/Manager S13Lc of Florida County of SC f i,ie /k*daylaf N7E O ✓ip-M4 --_ 20 The foregoing msuumeM was acWawtedg<d before me tMs , ✓ By Matthew Lyle Wynne .es (GC/0aec-E AFNT— (Name of person) (Type of authodty.....1. Owner, officer..ruse,. attorney In fact) For Wynne Building Corporation Personally Known -�c, rod..ad the following type of ID' (Name of party an behalf of whom instrument was executed) ••""'• DOROTHY ANN BASNIN Notary Public - Slate of Flotlde /JA.S!!i,J �jW�-, MY Comm, Expires Oct 2, 2016 IJO ko'f1-f Y /-FN.V V COmmleslon I IF 015226 (Printed Name of Notary Public) (Signature of Nat ublic) n1r.1g6L:••'-BON96 IDiialh Nallaral Notary Nth, Under penalties of perjury. I declare that I have read the foregoing and that the facts n it arc bate to the best Zr my zo.MaTgeluty belief (section 92. 525. Florida Statutes). _ Signature(s) of Owner(. wner(s)' Authorized Officer/Di tor[Pa Aner/Mvvger who signed above: By, BY rsurxh lot..,.a^.. STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF THE ORIGINAL. J0 P E.SMITH, ERK ty CIO DEC 0 2 14 Date: 01/21/2015 18:04 77258964E7, KSM ENGINEERING PAGE 01/03 1VV%k z A%III '9V& 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) 76a-8488 FAX (561) 845-8876 E?8jaMnK y8j?11ffW ,Nr7 ST. LUCIE (772) 229-9093 C.A.: 5693 "l,`(j}�j�]j 't' O 'j{��0(�'j' FAX (772) 589-6469 ASTM D 1557 and ASTM D 2922 DATE TESTED PERMIT # CONTRACTOR JOB LOCATION January 20, 2015 14120045 Wynne Development Corp. 28 Oro Grande Way Spanish Lakes I Port Saint Lucie, Florida ITEM TESTED Compacted Foundation Fill JOB # : 150146-1d/ES/km TEST LOCATION DEPTH "PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1, N.E. 0" - 12" 40 109.1 114.0 95.7 2. N.W. 38 110.3 96.8 3. Center 36 111.1 97.5 4. S.W. 34 110.0 96.5 5. S.E. 40 109.4 96.0 Soil Description: Brown and Gray Sand, Slightly Clayed In Place Moisture: 7.9 Percent Optimum Moisture: 10.4 Percent Max. Dry Density: 114.0 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of,�,gmpaction Meets Natural Grade. 115.0 1 W E I I I I I G 114.0 --� --. I I I I I H I I I I I I I T C F I I I I I I I D I I I I I I I R y 111.0—.._.�._.._I.._..J .._..� .._ �._..�.._.. 7 8 9 10 11 12 13 14 Moisture - % of Dry Weight RECEIVED JAN 22 2015 County Building Department Fax t6`.'?71T W81b224 E-mail to: dotty@spanishlakes.com Ronald G. Keller, P.E.; 37293 / SI Lic. No.: s6o / Julie E. Keller, RE: 68366 St. Lucie County Building & Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34932 Wffl�� —wm=772-462-2165 Fax 772-462-6443 Request for 30-Day Temporary Power Release Date: Permit Number: , ,A `�%� Property Address: /y CDC Q ,�Nap THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FORA PERIOD NOT TO EXCEED THIRTY (30) DAYS,.FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION'FOR.FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS; 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted. by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing'! have been fulfilled and the premise is ready for compliance inspection. 4. All requests for an extension beyond 30 days must be made in writing to the Building Official stating the reason for the request. Power may be removed from the site andlor a Stop Work Order issued if the Final Inspection has'not been approved within 30 days. A fee of $100.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND. AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO. THE DISCONNECTION OF ELECTRICAL gpwIMN THE EVENT VIOLATION OF THIS AGREEMENT. SIGNATURE DATE Professional Insulators of South Florida FTC Insulation Installation Certificate To: iQ# Lucie Coun Date: liuly 31 2015 Be- I I Lot/Block: Address: 128 Ore Grande Way Project: ___�_. __...:n.... .a...:..•..i�,ane tin. boon in_talled in the above described property as follows: -1ne unaern ueu ue �u .�•.•..w ...... .......___._.. _..._____- A. Exterior CBS walls have been insulated with: - Spray Cellulose Thickness in inches: Blankets Manufacturer: Fi Foil ol Blankets Density: X Foil R-Value: R 4.1 ard EFiberglass ne 2. Ceilings (level) have been insulated with: Cellulose Thickness in inches: 10.25" X s Blown Manufacturer: Owens Corning Rock Wool Blankets Aluminum Foil Density: R-30 Polyurethane R-Value: open Cell SPF Ceilings (.Inaccessible) insulated with: Spray -on Cellulose Thickness in inches: 9.5" X Fiberglass Blankets Manufacturer: Owens Corning Ignition Barrier Density; Fiberglas._ Blown R-Value: R-30 Cellulose Loose Fill Open Cell SPF 3. Interior kneewalls have been insulated with: Fiberglass Blankets Fiberglass Loose Fill Thickness in inches: Rock Wool Manufacturer: Fiberglass Blown Density: Cellulose Loose Fill R-Value: OpenM(hane 4. Garage partition walls of A/C living area have X Fiber been insulated with: Rock Thickness_ in inches: 3.51, Polyu Manufacturer: Owens Corning SpraDensity: Open R-Value: R-11 5. The fouowin have been insulated: W nne Building CO ��.+•`gubconYJQ•�,� :,�a••' �l0 noi*nare General Contract/Builder .w•m• ;3' R+ • : * s Ilk SEAT.: tl •.�� 2003 ; er letcn04# �'".AnOr-!bYotld*,��,`�`• Comm i�iiiii```,, Professional Insulators of south Florida, Inc. "Nt insulation Contractor �/�,/-�.,.,� RECEIVED By: �'�4aT-ao' "'"'sari By; AUG 11 2015 • Termite Inspection • Termite Pretreatment fie. • Pest Control) • Rodent Service • Fire Ant Lawn Service • Whitefly Treatment • Licensed & Insured Lic. JB175775 t is nor *772-323-7921 •�119 p Toll Free: 1-877-365-9990 Termite & Fax: 772-340-5990 Pest Control, Email: Evictabug@gmail.com Inc. 2373 SW Woodridge St. P rt St L F ' L 34953 Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC) 104.26 and Broward County Chapter FBC 105.2.2) PEST PREVENTION I FIRE ANT SERVICE I TERMITE SERVICE I RODENT EXCLUSION & REMOVAL I WHITEFLY TREATMENT DATE OF SERVICE. -�- (T r r TIME Ct • O 0 DrEVELOPMENT NAME (PROJECT) CONFF1RA TOR'S NAME /� CO TACT1P_ERSON STRUCTURE ADDRESS (LOT/BLOCK) h CITY, ST�A`T)E,zip CODE 5 I COUNTYI Ljcl,p vMOTES; elr\1IH— ILl1�•6C�S TREATMENT TYPEIAREA I ❑ FLOATING ❑ MONOLITHIC PATIO ❑ GARAGE *RIVEWAY ❑ STEM WALLFOOTERS ❑ CUTOUTS ❑ FOOTER ❑ FRONT ENTRY ❑ RETREAT ❑ BORA CARE TREATMENT ❑ PLUMBING CUTOUTS ❑ TAMP &TREAT ,TREAT ONLY 'FINAL ❑POOLDECK ❑OTHER ❑ADDITION PRODUCTS BASELINE ❑ DOMINION 2LACTIVE INGREDIENT PvBIFENTHRIN ❑TERMIDOR SC ❑BORACARE ❑ OTHER ACTIVE INGREDIENT ❑ DISODIUM OCTABORATE TETRAHYDRATE CONCENTRATION �.06% ❑ .12% ❑ .25% ❑❑ 23%, ❑ 9% ❑.05% OTHER GALLONS APPLIED r� O 'SQUARE FOOTAGE 2 J 0b LINEAR FOOTAGE oD O b SQUARE FOOTAGE VERIFIED F ES ❑ NO A MEASURED OR VERIFIED PER PLANS s DYES ❑ NO DETAILS RECEIVED JUL 081015 As per 104.2.6 FBC - If soil chemical barrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance.• The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per the Florida Building Code.) � If this notice is for the final exterior treatment, inifial and date this line 1k 1 (- 1 G� FINAL STICKER ❑ ELECTRICAL PANEL ❑ WATER HEATER Payment Terms: Payment due at time of service. —1-6 15 Date Date POTHERW'4\ DO,Nitoetk /�II1 zi/ Applicator. (EvktA Bug Te mite and Pest Control, Inc.) 1 W-( c) sty Customer (Property Owner orAgenl) r- 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 #: IILW41 JOB ADDRESS: BUILDER/CONTRACTOR: PEST CONTROL CONTRACTOR: =A PEST CONTROL LICENSE #: -M% l�!j S -k% 6ro 6ca"3e (J'jtc & 3qq5'A" 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:�DSvL 0LV Chemicals used: BuGo Percentage of solution: � Total gallons used: Date of Treatment: --7'G- h 1 _Footing ld Treatment Re -Treat JDriv, eyvay j_15` Treatment _Re-T,r�at Other c a Is' Treatment Re -Treat Time of Treatment: q; 0 0 _Slab in Treatment —Re-Treat _Pools la Treatment 4 / Re -Treat A Perimeter for Final Inspection Signature of Wrminator Note. ,There must be a completed form for each required treatment or re -treatment and thls farm must be on the job site to be picked up by the Inspector at time of each inspection or the scheduled Inspeetlon w111 fail and aae-inspection fee charged. " FBC104.2.6 Certificate of Protective Treatmentforpreventioo oftermites. A weatherresistantjobsite posting board shall be provided to receive duplicate Treatment Certificates as each required pro1ecdve treatmentls Completed, providing a copy for the person the permit & issued to and another copy for the building 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 concentratlon and number ofgallans used, to establish a verifiable record of protective treatment. if the soil chemical barrier method for termite prevention is used, final exterior beatmentshall be completed prior to final bullding 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. 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 #: IWa o0L15 JOB ADDRESS: OEM yomb— (A)U BUILDER/CONTRACTOR: G . PEST CONTROL CONTRACTOR: fain -A - Ga riffho2 I Pew �1 tPr , PEST CONTROL LICENSE #: lh %� h We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: Chemicals used: L-P� yn Percentage of solution: _ 19W Total gallons used: - Date of Treatment: _Footing la Treatment _Re -Treat _Driveway .151 Treatment _Re -Treat _Other ill Treatment Re -Treat Time of Treatment: Cft 0 0 _Slab _Qln Treatment _Re -Treat _Pools _1a Treatment _Re -Treat _Perimeter for ,FinallIInspection �g 5— ignnture of Vkerminator Note: There must be a completed form for each required treatment orre-treatmentand thls farm must be on the job site to be pitted up by the inspector at time of each inspectlorr or the scheduled Inspecton will fail and a•re-inspection he charged. FBC104.2.6Certig0teofprotectiveTreabnentforprevenb'onoftermites. AWeather re5&tantjobsitepostlngboard shall be provided to receive duplicate Treatment Ceitificates as each required protective ireabnent is completed, providing a copy for the person the permit is issued to and another copy for the building permit files The Treatment Certificate shall provide the product used, Identity of the applicator, time and date of the treatment, site location, area treated, chemical used, percent concentration and numberofgallons used, to establish a verifiable record of protective treatment. If the soil chemical barrlermethod for termite prevention Is used, final exterior beatmentshall be completed prior to final bullding 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. /yIZ- ' . _ r •� RECEI VEp_ FE �- TITAN .,. coiNceaE rE "Thank you - We appreciate your business" Materials for Life' Ticket no. ' +. /�,crete FORT PIERCE Y 4199 SELVIT2 ROAD 287341 J FT PIERCE, FL 34982 r ,elivery date Plant Truck I Driver DOMINGUEZ s LEON Truck size Type jb 0211€3/15 628 13(,1 9.00 EAM ustomer no. " Customer na Zone 7az CD 50004'S35 I igODNGY HALL CONCRETE CONST I TS armac projj—e rho Customer P.O. no. - Order no. Terms code t charge delivered 3-c o D: Time due 17431 I k Cha,ge F.O.B. 4-c00-F.O.B. '{ 13747 h DeliverynaSepren,LaStrren COUNTY (Lot (Block .(County 28,ORO GRANDE PORT ST LUCIE DR,T/L TO EL CAYIINO,T/R TO ORD GRANDE WAY 6. 00 L� tantity _ , �'Prodiic[ ; ° U/Mj Uriit price' Amount .oad CumulativeOrdered _ Code - D cdptio 9. IDQ 5. 0® 9, (DO CA['drlm000 08 PM CY 1. 0 80(007 FUEL SURCHG LD 1, 0 80( 014 ENVIRON SURCHG LD Cr I 4 • �1 M t.7 GJ CID _ -oad s Arrive jobsite .Start discharge Finish discharge Leave job site Arrive plant Subtotal Sales tax TOTAL Ldditional 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:- Amt ofCY Retained:. Customer Approval: Customer Approval: Customer Approval: I Customer Approval: Tested - Tested properly - No. Authorized and received by J Yes ❑ No ❑ Yes ❑ No I 6963147 I X. Safety is a constant state of mind, with everyemployee 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. 0 ni trrnnnoo nnov LLC TERMS AND CONDITIONS OF SALE l ales will be subjectdo thesd'terms and conditions ("Contract") and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein ference; all othcr•temvss including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes t bein 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 is 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 I under. , 2• 1 ' ent terms: Net the last day of the month following the month of delivery, without deduction, retainage, set off or charge backs. A cash discount of 11. , proximo may be deducted if no previous balances are past due. Interest at the lesser of VO/o per month or the maximum rate allowed by law will b mposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer wil I pay to Seller all applicable federal, state and local s sand use taxes. In addition to any other available'rights and remedies, Seller vill be entitled to recover from Buyer all costs of collect orrand litigation in ding, butnot limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this C tract without notice in the event of Bayer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat- is c to Seller. Failure of Seller to exerciseanyof its rights will not be deemed a waiver of any such right. 3. Reiul delivery hours are 7:00 a.m. - 5:00 p.m, Monday through Friday. An additional charge may be added for deliveriesoutside of these hours and forati aiting/unloading periods in excess of 60 minutes. Prices arebased on full loads: an additional charge will apply to loads of less than sevencubic yards. '�I1llhe.minimum load for each delivery is I'/z wbicyards. 4. Buyerw�tlgiveSe]leratleast48hourspriornotieeofthetimeandrateofrequesteddeliveries. Detiveryscheduleswdllbemumallyagreeduponbetween 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 ovide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines. Buyer assumes all liability for damage to vehic1h, 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 towingcharges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is iesponsible for full payment of, including ah costs of disposal and Seller's return charge per track 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 C"ASTM'7 and American Concrete Institute ("ACI") standards• when tested in accordance With ASTM and evaluated by ACT 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, INCLUDINGy✓ITHOUT LIMITATION THE WARRANTIES OF MERGHANTABILITY AND 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 guaranteethe finished workin which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as alundnum, which may adversely impact concrete strength. 10.. Buyer will famish 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 orwater/cement ratio, willresult in an additional ingredient chargepayableby Buyer. IL Concrete will be batched and delivered in accordance with ASTM C-94. Concrete temperature will be dictatedby the enviromnental 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 alter 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 wi Il 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 ANTY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION;'ANY DAMAGES RELATED TO DELAY, W14ETHFR BASED ON STATUTE, PORT, CONTRACT, OR OTHERWISE, AND WHETHER OR NOTARISING FROM SELLERS 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 toSeller will be sent. in writing to the, sales office issping the price quotation. with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL 3344.1. 15. Severability. The unenforceability of any provision of this Contract willnot affect the enforceability of any other provision N 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 EVFS. CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY AVOID CONTACT WITH. SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER. IFANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WITH WATER AND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. . �I MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT WW W.T1i A NA.MERiCA.COM. Rev'd 2-08 t, i' 1 _ ti TITAN - - -- - - // C®NCIZETE "Thank you - We appreciate your business" Materials for We /�//Z - a 6 Ticket no. rcrete ��,�` ( FORT PIERCE 4199 SELVITZ ROAD 287266 FT PIERCE, FL 34982 • i Delivery date Plant Truck I Driver �� s p [Trucksize Type job 02/11/15 628 O S 1§f`�— QLLL1 Ir 3A.�s Ek1�. i 10. 011 SLAB DN Customer no. Customer name ZoneTax CD 90004535 I RODNEY HALL CONCRETE CONST I T5 Tarmac project no. I Customer P.O. no. Order no. I Terms coded Charge delivered 3-C.o.o. Time due 441031 15129 '�ChargeEO.B. 6C.0.0-EO.B. 08;01 Delivery name 'and address Lot Block CounTy ST LUCIE COUNTY 28 ORO GRANDE , PORT ST LUCIE Instructions US/1 SOUTH TO MEDITERRANEAN BLVD S. , T/L TO SILVER OAK slump DR,T/L TO EL CAMINO,T/R TO ORO GRANDE WAY 1. 5.00 -- -- - - -- - - --- - ---- ---- - --- ry Product -� umn� Unit rice Amount. Quantity � ��- .� P. I � , Load 1 Cumulative 1 Ordered I Code I Description I I ' 00 CAB5R102500 #t57 10t i901 NASTERFIBER M70 .7 80 007 FUEL SURCHG 80(,014 ENVIRON SURCHG CY CY LD LD n cn a Load Arrive job site Startdis<harge Finish discharge Leave job site Arrive plant .+l Subtotal • Sales tax TOTAL 4dditional water added to this concrete wl I reduce its strength. Any water added is at customer's risk. r Gallons of water added Gallons of water added: Gallons of water added:_ I A4of CY Retained: Customer Approval: Customer Approval: Customer Approval: Customer Approval: Tested Tested properly I No. 0 g 6 3.0 7 0 I 'Authorized and received by fl Yes f-1 No F) ves f7 No 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: Correct Not Correct ni icrnnntD rnov g TITAN FLORIDA LLC TERMS AND CONDITIONS OF I 1. All sales will be subject 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 thejurisdiction 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 delivery, wi(hout deduction, retainage, set off or charge. backs. A cash discount of 1% 10" proxmro 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 awaiver 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 I y: 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 expenseincurred 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; (it) 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. S. 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 under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATIONTHE WARRANTIES OF MERC14ANTA13ILITYAND 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 coning into contact with any material, such as aluminum, which may adversely impact concrete strength. 10. Buyer will famish any admixtures or ingredients it desires that are nut 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 watedce-nent ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will bebatched 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 opportwtity 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 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 -INJURIOUS TO EYES AINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY AVOID CONTACT WITH SKIN POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY TER AND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT W WW.TITANA;VIERICA.COM. OFFICE USE ONLY: DATE FILED: REVISION FEE: 1. LOCATION/S�T�� ADDRESS: ZZ; Uro Grande • PERMIT # 1412-0045 RECEIPT # / —( PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGWIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 APPLICATION FOR 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: Home Placement on lot has been revised REVISIONS 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CGC03599 ST. L.RCIE COUNTY CERT. #: 08898 BUSINESS NAME: Wpm Bui�hiing-corpora on QUALIFIERS NAME South U a ew y e ynne ADDRESS: 800 Wy.-r 3u1 e CTIYc.Fort St. Lucle STATE: ZIP: 3495 PHONE (DAYTIME): FAX: 772 87 -7 6 4. OWNER/BUILDER INFORMATION: NAME: Wynne Building Corporation ADDRESS: 8000 SouthHwy. I Suite 402 CITY: STATE: FL PHONE: (772) 878-5513 FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: Braden & Braden ADDRESS: 417 Coconut Ave. CITY: Stuart STATE: FL zip: 34996 PHONE (DAYTIME): (772) 287-8258 FAX: Revised 07222014 SPAN LAKES LAY MnAP PRM J D BY - - — rl �'S T N r ~ N 0 1 N 00 I 6 m i a n w _ m a m o O N T � G 3a' 20' g H t I A) MiTek' Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. C--�CQ�\ RE: ml1324 - 70' Carlton Elev D MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: WYNNE BUILDING CORPORATIN Project Name: m11324 Model: Tampa, FL336104115 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: FBC2010/TPI2007 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. No. Seal# iTruss Name I Date No. Seal# ITruss Name Date 1 IT6391319 lAl 6/30/014 18 T6391336 IJA 6/30/014 I2 IT6391320 IA2 16/30/014 119 IT6391337 IJB 16/30/014 I 13 1 T6391321 I A3 16/30/014 20 38 I JC 1130l014 II I AA4 300 1660/014I22 116. T613 KJ5 44 l30/0 1 TT6 6391 S IT6391340 16/30/0145 I I6 IT6391324 IA6 I6/30/014123 1T6391341 IKJA I6/30/0141 16/30/0141 I7 IT6391325 IA7 I6/30/014124 IT6391342 IKJB I8 IT639391136 IA I6/30/014 T69133 IMV2 /30/014 I I630/014 19 T6 MV4 110 I T6391328 I BH7 16/30/014 1 1 I I LLL it 111 JT6391329 IGRA 6l30/0141 112 IT6391330 IGRB 6/30/0141 13 IT6391331 IGRC 630/014 I14 IT6391332 IJ1 16/30/014 15 T6391333 1 J3 16/30l014 116 T6391334 IJ5 I6130l014 17 T6391335 IJ7 16/30/014 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, perANSI/TPI-1, Chapter2. 3 ```�OPQU I N r rVF� 11*1 * 68182 STATE OF :�� FL Cert. 6634 June 30,2014 Velez, Joaquin 1 of 1 Jell Truss Truss Type sty Py 7r Cugon BeV D 6391319 di At SPECIAL 1 ce o i unamoers i and ma, ran name n. 44ua4 7,350 s Sep 27 2012 MRek Indusiiea* Ina. Mon Jun 3011:19:132014 Pagel ID:_kriGCA6bx7j2Sy1HDXFW7ye310(o774rUlyglCSlOG7AeByGTZ6tLGiHkGGdpn6QAzl7GC 1-0 7-e-0 13745 17454 23-1142 12.9 0 35-0-0 -0 MI 7A-0 5-11-8 3-10.8 64i-12 2-9-14 8-28 -00 4.00 F12 54 = Scale=1:60.3 4x4 = 14 13 4a'8 o 24 II 5xl2 = 2.00 F12 LOADING (it 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/TPI2007 CS' TC 0.86 BC 0.83 WB 0.48 (Matrix) DEFL in (toe) Well L/d Vert(LL) 0.76 12 >539 360 WHIT!-) -1.30 12-13 417 240 Hom(TL) 0.39 10 ma rda PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 158 lb FT=0 LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or2-2-0oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 401 oc, bracing. WEBS 2x4 SP No.3*Except* WEBS 1Row at midst 6-12 6-12: 2x4 SP M 30 MiTek recommends that Stabilizers and required cross 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(LC 8) Max Grav 2=1171(LC 2), 10=1171(LC 2) FORCES lb) -Max. Comp tMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2741/1788, 3-0=-2154/1460, 4.5=2097/1474, 5-6=212911562, 6-7=4406/2927, 7-8=4337/2831, 8-9=-4384/2824, 9-10=-4785/3126 BOT CHORD 2-14=1582/2548, 13-14=-1582/2548, 13-15=1023/1828, 15-16=1018/1832, 12-16=101711840, 10-12=2876/4512 WEBS 3-13=631/465, 573=-271/242, 6-13=269/469, 6-12=1740/2753, 7-12=258/249, 9-12=388/377 NOTESW \\\\\111111I1nj1 'V 7-10 Vult ) Unbalanced mof live loads have been idered for 1 d: ASCE 165mph (3-second Vasd=128miph; TCDL=4.2ps1; BCDL=3.Opsf; h=12ft; B=45ft; L=50tt; eave=6ft; Cat. ,' • V\ SF• '? �� 11; Exp C; Encl., GCp1=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. N 68182 •• 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 200 wide will fit between the bottom chord and any other members, with BCOL an 5.0psf. —an 6) Bearing at joints) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Z -0 capacity of bearing surface. 9 •• T F ((� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83716 uplift at joint 2 and 837 lb uplift at joint 10. �� •. �` P.' Q 8) "Sernkrigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �i Q •' �� ••N LOAD CASE(S) Standard /1111111\\\ FL Cert. 6634 June 30,2014 Asf Wfl G-Verifrasayn Pareme@n and asks f.ORfCN 71113A IMMEDMfIFXR[FFNFttSPAGE 11II-M23 rt a VaI2014146VEU5E DedginvaGd for use a* with MiTek connector The deign 46osed orgy upon parameters shovm.and a foranlndNWual buldirg component. ApplicablGN of desIgn parameters and properincorporalion of aomponenl 6 responsibility ofbulding designer- not truss designer. Bracing shown Is for lateral wppW oflndivfdualweb members only. Addlfwnaltemporarybracing to Wurestabdtlyduring coretruclbn6 therespon DUtyof the Additional the is the the bullring MiTek' rector. permanent bracing of overall structure responsbtity of designer. Forgeneral guidance regaining fabrication, quality control storage. delivery, erection and baiting. consult ANSVTPII Quality Criteria. DSB-89 and BCSI Building Component 69M Parke East Bind. Safety [of .an.Ran qq!yaa ble Bomj.Plalelnstitute.781N.1ee haet.Suite312Alexangrc,VA 314. It Seu mPlnersp is er Ssspecsfred,Nedesigl uesale NuseeCectsve 06 01/2013byALSC Tam FL 336164115 Pa• Job Truss buss Type ply ply TorCedlon Bev D m11324 A2 SPECIAL 1 1 T6391320 11 o ""- -" "_'—' ---^- 1.35U a S.P 212012 MITek lndustnes, Inc. Mon Jun 3011:19:13 2014 Peg.1 ID_kfiGCA6bx7j2Sy1HDXFw7ye3KX( 774rUlygIC51OG7Ae8yGTZ6sLFIHgkGdQn60Az17GC 1-0 7-e-0 13-7A 17-0-0 i 23-11-12 2&9-10 35-0-0 -0 -0-0 7A-0 S71A 3-0-e -0-0 571-12 2-9-14 &26 -0-0 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 FBC2010rrP12007 4.00 12 6x12 = CSI TC 0.86 SC 0.86 WB 0.70 (Matrix) REACTIONS (lb/size) 2=986/0-8-D (min. 0-1-8), 11=986/0-e-0 (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) 4x4 i 4x5 6 7 3x5 = 2.00 12 4xB _ Scale=1:62.3 DEFL in (loc) I/de0 lJd PLATES GRIP Vert(LL) 0.76 13 >540 360 MT20 244/190 Ven(TL) . -1.19 11-13 >347 240 MT18HS 2441190 Hom(TL) 0.42 11 n/a rda Weight: 16B lb FT=0% BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-0-9 o, bracing. WEBS 1Row at midpt 8-14 MTek recommends that Stabilizers and required cross bra, ng be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) -Max. CompJMax. Ten. -All farces 250 (lb) 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=4778/3131 BOT CHORD 2-17=1580/2533, 16-17=-1580/2533, 15-16=1174/2004, 14-15=1013/1855, 13-14=2504/4176, 11-13=2882/4503 WEBS 3-16=675/465, 5-15=-287/192, 6-15=379/503, 7-14=242/437, 8-14=2499/1605, 8-13=955/1626, 10-13=-013/387 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7-10; Vu8=165mph (3-second gust) Vasd=128mph; TCDL=4.2psp BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpF: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 noncencurrent with any other live loads. 6) • This truss has been designed for a five 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 ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical cennection (by others) of truss to bearing plate capable of withstanding 837111 uplift at joint 2 and 837 lb uplift at joint 11. 9) "Semi -rigid pitabreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOADCASE(S) Standard N 68182 O: T F \_♦,� FL Cert. 6634 June 30,2014 ®wABnrwe-vwrauyn w�.a,a+.eNrAO ron:rcnrxrrANa rno-uBsn nrrasBrBaBNo<PAssnn.xn �. un/:ousrw�verar Design valid fin use onbw+fh Walk connectom Thus design is based a* upon parameters shoi and Is for an lnamdual building component.• Applicability of design parameters and Properincaporation of component ishaueonssgr. B ibTty of bolding designer -not truss deneracing shown Is for lateral support of mc[Mdual web members only or Additional li mpvrybracing to insure stabTiy during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the hapombiy of the building designer. For general guidance regarding MO fabdcatlan. quality control storage, delivery. erection and bracing. consult ANSIfIPll Qualy Drieda, DS1141P and BCSI BuOding Component Safely Information gva7able( mjmn Platelnstilute.781,N.l eShe I.SUIle312AlexandM, Vq 2231�2013 II SDuthem fi904 Parke Fast BNtl. Tampa, FL 336104115 pine 5P lsarub" is specified, the design values aretboreeifec[ire 067U1 byAI5C Jcb Truss Tmss Type Oty Ply i0'Cedtan BevD ml 1324 A3 SPECIAL 1 1 T6391321 . cuss lru�. rvn Pink Pi. 34082 7.35D a Sep 272012 MiTek Industries, Inc Mon Jun 30 11:19:14 2D14 Pagel ID:_k8GCA6bx7j2Sy1 HDXFw7ye3M-GBZS3gJabbKytYrJkMfBoh5JAIbeO3nOr4Wgzdz77GB 1-0 6-0-i /5-0-0 20-0-01 23-11-12 28-9-10 354}0 -0 -0-0 &0-1 8-11-05 5-0-0 3-11d2 2-9-14 8-26 -0-0 4.00 12 4x5 44 C . Santa=162.3 4x4_ a 2X3 5z6 — 4x6 = 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 Incr YES Code FBC2010/rP12007 CSI TC 0.76 BC, 0.85 We 0.97 (Matrix) REACTIONS (Ib/size) 2=986/0-B-0 (min. OA-8), 10=986/0-8-0 (min. 0-1-8) Max Ho¢ 2=194(LC 7) Max Uplift 2=-837(LC 8), 10=837(LC 8) Max Grav 2=1171(LC 2), 10=1171(LC 2) DEFL in (loc) Udell Ud PLATES GRIP Ven(LL) 0.68 12 >605 360 MT20 244/190 Vert(TL) -1.14 10-12 >363 240 HOrz(TL) 0.38 10 rda n1a Weight: 159 lb FT=0% BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4.1-13 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2729/1771, 3-4=-2607/1786, 4-5=2104/1448, 5-6=2324/1632, 6-7=2452/1671, 7-8=-4324/2787,8-9=4610/3102, 9-10=-0723/3088 BOT CHORD 2-15=1575/2516, 14-15-1575/2516, 13-14=1128/1961, 12-13-2458/4129, 10-12=2848/4446 WEBS 4-14-718/514, 5.13=-272/588, 6-13=-306/516, 7-13=2100/1327, 7-12-939/1576, B-12=-412/397 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=4.2ps/; BCDL=3.Opsf; h=12ft; B=45111; 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 ponding. 4) The solid section of the plate is required to be placed over the splice line at joint(s) 12. 5) Plate(s) at joint(s) 12 checked for a plus or minus 2 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chard live load nonconcument with any other live loads. 7)' This tmss 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 M between the bottom chord and any other members. 8) Bearing at joint(s) 10 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify rapacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb 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 of this truss. LOAD CASE(S) Standard FL Cert. 6634 June 30,2014 ®HAItN(AG-Venfraer9^ Pa,ame@n aoEpFAp rA1FSON11aSAl/D II,000Ea NfIFXaEiFAFl/.£GALENrI-X)3,ea l/I9/1011&l6FIISE Design whit lw use only Wth Mlek cormectors This design is based a* upon parameters shown and is for an lndlMduai IsMing component.• AppOcabl6ty of design parameters and psopermconeemetion of compn oent 8responsibPly of building designer. not huss designer. Bracing shown biwbtemisuppod of lntliNtlual web members anM.Additional temporary bmctng to insure stability dung construction is the responsibPGN of the Ad itional bracing the is the the balding designer. WOWerector. permanent of overall structure responablity of For general guidance regarding fabrication. quality Control storage. delivery. erection and bracing. consull ANSI/TPII Quality Criteria, DSB.89 and BCSI Bulding Component 6904 Parke East BW. lately h rti p pv� 'ba>� `Truss Plate Institute, MI N. Lee Street. Suite 312 AlexandM. Vqq �2223314. ` specified, the design snlins are Use, 0ecnve 06/u2,(2013byAISC Tampa, FL 338164115 Jpb Truss Truss Type Qty Ply 70' Cadlon Elev D m11324 A4 SPECIAL 1 1 T6391322 rhe,,,hury Truss Inc p"a o�"....n a Reference a n ional i, _ '- "---"'-" "-" "-'-- "' -'--' 1.3i0 is Sep 27 2012 Mnek Industries, Inc. Mon Jun 3011:19:15 2014 Page 1 ID:_k8GCA6bk7(2Sy1 HDXFw7ye3KX-kO7gGAJCM4pHhQM3AQLueRe9xotvVjZ4kGDV3z17GA 1-0 7A-0 13-0-0 22-0-0 23-11-12 26.9-10 35-0-0 -0 -0-0 71Z 6-0'0 9-0-0 1-11-12 2-9-14 8-26 -0-0 4.00 12 Sx10 5x6 = 34 5 6 2a3 II 502 = 4na 2.00 F12 Sonic = 1:61.3 101 LOADING (pst) 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 FSC2010/TPI2007 CSI TC 0.85 BC 0.86 WB 0.99 (Matrix) DEFL in Ven(LL) 0.70 Vert(TL) -1.14 Horz(TL) 0.38 (too) Vdefl L/d 10 >590 360 8-10 >362 240 8 n/a n/a PLATES GRIP MT20 244/190 MT18HS 244/190. Weight: 1571b FT=O% 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 WEBS 2x4 SP No.3 M7ek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation aide. REACTIONS (Ib/size) 2=986/0-e-0 (ratio. 0-1A), 8=986/0-8-0 (min. 0.1-8) Max Holz 2=170(LC 7) Max Uplift 2=837(LC 8), 8=-837(LC 8) Max Grail 2=1171(LC 2).8=1171(LC 2) FORCES (Ib)-Max. CompJMax. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=2732/1777, 3-4=-2167/1493, 4-5=3002/2033, 5£=3106/2070, 6-7=4297/2756, 7-8=4794/3146 BOT CHORD 2-13=1570/2517, 12-13=-1570/2517, 11-12=11952039, 10-11=-2412/4080, 8-10=289714519 WEBS 3-12=626/420, 4-11=-616/1112, 5-11=266/557, 6-11=1556/940, 6-10=980/1602, 7-10=527/494 NOTES 1) Unbalanced roof live loads have been considered for this design. \\ 11 /� \\ \\p.UIN 1 �/', ', 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps1; BCDL=3.0psf; h=12ft; B=45fi; L=50R; eave=6f1; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.fi0 �\ Q• •.•• • • [. I� ,�\ ,� •••�C E N Si' <`� �i 3) Provide adequate drainage to prevent water ponding. �- F•'. 4) All plates are MTZ0 plates unless otherwise indicated. 5) This truss has been designed fare 10.0 psf bottom chord live load nonconcunent with any other live loads. - N 68182 an * •" '. 6) This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 8 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify "t] capacity of bearing surface. T F 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8371b uplift at joint 2 and 837 lb uplift at an O joint 9) Semi -rigid phchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. • . ,j,�� sS i Via., 1:, LOAD CASE(5) Standard \ A' ,,,' ,%%`\\\\\ FL Cert. 6634 June 30,2014 n' ®aANMm-venrreeryn P+fame knand REAL M7Fsex rmSAM) rrllWrn M=fl£EUF inrr-74n m• 21211ar4afR1aE Design valid for use orgy Win MiTek comeclom. This deign 6 based only upon parameters shi and Is for an lntlMdusel building component. AppIlcabilly of design parameters and proper hco,paotion of convenient c responsibLly of balding dedigner- not hues designer, Brachig shown istorlotemlwppodoflndivfduelwabmembenany. Additional temporary bracing to Insure stability during construction is the redpombllly of the -•CyYC ��• erector. Additional pennonent bracing of the overall ce structure is the respordi of the building designer. For general guidanregarding MiTek" fabreatlon, quality gcwenn�tprol. storage. de0very. erection and bracing. consult ANSI71PI1 Quality Cifedo,DSB-89 and SCSI Building Component i TruesSuite 312 AtWea M. VA 22123114. 1115aHutli. vine z s Plate Institute. All N. Lee 6904 Parke Earl Bind. Tam Ei 336t6dt15 raP' 1bluml fuses specJed,thedei uedare NoseeHecDre yu3/2013 hyAtSC Va. Job Tmss Tmss Type pty pty 70'cedfon Bev 6391323 m11324 A5 SPECIAL 1 1 Job Reference factional) Creameers Tras Inc., pan Pierce n. 4V982 7.350 a Sep 272012 MiTek Industries, Inc. Mon Jun 3011:19:152014 Pagel ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-kO7gGAJCMvSpHhOVI3AOLuepp9a91avZ4kGDV3zl7GA 1-0 7-70.13 1141-0 17-11-10 24.0.0 LN 35-0-0 -0 430 7-10.13 313 6-11-10 6-0-6 2-8-1 8315 -0-0 Sx10 4.W 12 3.4 = 4x5 Scale=1:61.3 13 5 14 6 yGB9 3 7 "5 2 10 e g } 5x12 MT18HS = Ls3 4x4 = 12 .. ..." _ 3x4 = Sx6 = 2.00 12 LOADING (psf) 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/rP12007 CS] TC 0.90 BC. 0.83 We 0.72 (Matra) DEFL in (loc) Vde0 Ltd Ven(LL) 0.74 10 >555 360 Ven(TL) -1.21 10-11 >341 240 Horz(TL) 0.39 8 Na n/a PLATES GRIP MT20 244/19D MT18HS 244/190 Weight: 1511b FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid calling directly applied or 3-11-14 oc bracing. WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing be ustalletl during truss erection, in accordance with Stabilizer Installation uide. REACTIONS (lb/size) 2=986/0-8-0 (min. 0-1-8), 8=986/0-8-0 (min. 0-1-8) Max Hoa 2=146(LC 7) Max Uplift 2=837(LC 8).8=-837(LC 8) Max Grav 2=117l(LC 2), 8=1171(LC 2) FORCES (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2691/1791, 3-4=-2368/1605, 4-13=2371/1648, 5-13=-2370/1648, 5-14=-4103/2666, 6-14=4103/2666, 6-7=4353/2795, 7-8=-479OM31 BOT CHORD 2-12=1581/2480, 11-12-1307/2219, 10-11=2041/3253, 8-10=-2881/4516 WEBS 3-12=-000/355, 4-12-171/351, 4-11=-181/348, 5-11-1096/784, 5-10=A44/964, 6-10=748/1211, 7-10=-466/436 NOTES 1) Unbalanced roof live loads have been considered for this design. t1f,111111111jill, h=12R; B�Sfl; L=50ft; eeve�tt; Cat. ... 3) Pro Provide Encl., a Cali egg to WFRSpreventtl riaCtlowater pnaa; Lumber ber DOL=1.60 plate grip DOLL? 60psf; IO N SF�F, 4) All plates are MT20 plates unless otherwise indicated. ,```% V F c 5) This truss has been designed for a 10.0 psf bottom chord [We load nonconwnenlwith any other live loads. N 68182 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 fl between the bottom chord and any other members. _ 7) Bearing at joint(s) 8 considers parallel to grain value using ANSI/rP11 angle to grain formula. Building designer should verify rapacity 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 9 "• T F : joint 8. j 9) "Semi-rigitl phchbreaks including heels" Member end fixity, model was used in the analysis and design of this truss. �� ��� •.'C Q P`: �_,�� LOAD CASES) Standard"Nii�-F'`��°`, I/I111111�� FL Cert. 6634 June 30,2014 ®11AalIfl.G-wdere.,yr Paa,aarea aeeAun na7zrerc7xrrA9a 71AWPO nraxar7rxPxaPA6znn-7u7a,aa J/zr/zolsenosarue Design wal for use only Win MUTek comectm This design b baud only upon parameters shown.and Is for an mdMdual building component. APpicabilly of design parameters and proper incorporation of c ermanent b respomt0ity of bakding doegner- not bass designer. Bracing shown Is for lateral suppod of molddual web members any. Addirwnal temporary bracing to Insure stability during construction as the respormea llty of the erector. Additional permanent bracing of the ova.1 sbacture, is the respahsVTty of the building designer. Por general guidance regarding WOW fobncaficn, quart, control, storage, delivery. erection and bracing consult ANSI/IPII pualfly Crfeda, DSB-89 and BCSI Building Component 6904 Parke Fast She. Safes/ Information q ble from Tmss Plata Institute. N. Lee Street, Suite 312, AksanCrb. VA=14. ���D BSautlsem Pose 15P�lumber if specked, ttne design values are tion, Bec4ve 06/01 Tampa, FL 33510.4115 pb Truss Truss Type Oty Ply 70'Cadlon Bev m11324 A6 NIP T6391324 - --- -- - - - --- r.nau s oap 4r cuu4 mi i ex mausmes, me mom aun 4u nun:tb zm4 rage 1 ID:_kriGCA6bx7j2SyiHD%Fw7ye3KK-CagCUWRg6Dagu(lisnhfu6BcMZJKU8YiJ09ml Vz17G9 1-0 V 94}0 1343-0 20-2-13 26-0-0 354YD -0 -0.0 94}0 4-8-0 13 5-93 94}0 -0-0 5.10 4.013 12 2x3 II 44 = 2x3 It 5x10 Scale =1:60.3 4xa = " 14 1' 12 11 1D 4x4 = 2x3 II 4x6 = 3x4 = 3x4 = 3x6 = 2x3 II LOADING (par) TCLL 20.0 TCDL 7.0 SCLL 0.0 BCDL 5.0 SPACING 2-0.0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Ina YES Code FBC2010/TPI2007 CSI DEFL in (loc) Udell L/d TC 0.85 Ven(LL) 0.68 10.12 -373 360 BC 0.71 Vert(TL) -0.91 10-12 >278 240 We 0.32 Hom(TL) 0.11 8 1 1 (Matrix) PLATES GRIP MT20 244/190 Weight: 142 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing. WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/s¢e) 2=823/0-8-0 (min. 0-1-8). 13=267/0-8-0 (min. 0-1-8), 8=88210-8-0 (min. 0-1-6) Max Horz 2=121(LC6) Max Uplift 2=712(LC 8), 13=205(LC 8), 8=757(LC 8) Max Grav 2=977(LC 2), 13=351(LC 19), 8=1048(LC 2) FORCES . (Its) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2024/1307, 3.16=2314/1627, 16-17=2314/1627, 4-17=2314/1627, 45=2314/1627, 56=2314/1627, 6-18=231411627, 18-19=2314/1627, 7-19=2314/1627, 7-8=2288n477 BOT CHORD 2-15=1106/1837, 14-15=1103/1838, 13-14=110311838. 12-13=1427/2314, 11-12=1269/2096, 10-11=1269/2096, 8-10=1268/2087 WEBS 3-13=-387/829,4-13=-462/352,6-12=-254/217,7-12=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=4.2psf, BCDL=3.Opsf; h=12ft; B=45ft; L=50111; 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 pone ing. 4) The solid section of the plate is required to be placed over the splice line at joint(s) 11. 5) Plate(s) at joint(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 nonconcurrent 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) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 712 lb uplift at joint 2, 205 lb uplift at joint 13 and 757 lb uplift at joint 8. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard %0IIIIIIII11111 ,.`���OPO G1E NV FL Cert. 6634 June 30,2014 ®nxxearA:-veareeagm 42amasas ane6znp ramsma3arsxno HICLUVEa KJMEKREr9 PASENM2423 ms i/21/2014e1EFassusc DepOcatA yfar usep,sr MahlWTek connectors Thtsdesienh of com Nyupon paronsibli ofbu ngdesigner AppGcabial parameters esi ne-ot ual bu�ngcomcingsh. tl ofcomponent kreing �• to I6lyorbupdhguring comtwttoss support of b ember; only. Additional tlunngeoreWdlo Is the res.9radn0shown bactor. for Dinig of the Ain to Insureing erector. Atlquonal permanent bracing of the overall uldoncespo Adclippotl permaneualvrebgof the overall clur Is the 6I5e sbS,Nel The building designee For general guidance regarding des MTek' cnd biro consult C4114. D58-89 and 6CSI Building Component fabrication. alium ivolabstorage,tl Plate erection artlbracing.et, Suit ZAlexanANSVTPII Alexandria. 5prely In/ornalion q oblefrom berisss Plate Institute. MIN. Lee Street, Suite 312 Alexondrb. Vq 02/2 If Southern Pine 15P� Ismlber rszptt�ed.tlsedeslgs values aretnozee(fecl3ve O6/ul/2013 byALSC 6904 Parke East BNE. Tampa, FL 3WIM115 J9b Truss Tmss Type Oty Pty is Cedt4n Dev 0 m11324 A7 HIP 1 1 6391325 Job nce f.ptionall "os. is nEL, Pa, ^—"^"" 7.350 a Sep 272012 MITek Industries, Inc Mon Jun 3D 11:19:162014 Pagel ID:_1d GCA6bx7j2Sy1 HDXFw7ye3KX-CagCUWRg6DaguRisnhfu6BibZL9U5FIJO?m1 Vzl7G9 7-0 1-0 T_2 14-0-9 20-11-7 2"'o 35-0-0 36-0-0 4]-0 -0 7-0-9 8-10-13 7-09 7-0-0 -0-0 4.00 f2 4x6 3x4 = 44 = 3x8 = 4x6 Scale=1:60.3 4x4 = 'o 14 t3 12 11 10 4x4 = 3x4 = 5x6VJB = 3x4 = 2x3 II 543 WB = 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 Ste No.3 OTHERS 2x4 SP No.3 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase, 1.25 Rep Stress Incr YES Code FBC20I0/7PI2007 CSI TC 0.45 Be 0.59 WE 0.46 (Matrix) REACTIONS (lb/Size) 2=98610-8-0 (min. 0.1-0), 8=98610.8-0 (min.0-1-8) Max Horz 2=97(LC 7) Max Uplift 2=837(LC 8). 8=837(LC 8) Max Grav 2=1171(LC 2), 8=1171(LC 2) DEFL in (loci Vde8 Ud PLATES GRIP Vert(LL) 0.64 12-13 >646 360 MT20 244/190 Vert(TL) -0.88 12-13 >467 240 Hom(TL) 0.18 8 n1a rda Weight: I S4 lb FT=O% BRACING TOP CHORD Structural wood sheathing directly applied or3-5.13 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-8-0 oc bracing. WEBS 1 Row at midpt 4.15, 6-10 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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=3885/2640, 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=2478MB85, 12.13=2479/3885, 11-12=2479/3885, 10.11-2479/3885, 8-10=157712542 WEBS 3-15-274/563, 4-15=-1496/935, 6-10-14961936, 7-10=-274/563 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.Opsf; h=12ft; B=45ft; L=5011; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.1 B; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) The solid section ofthe plate is required to be placed over the splice line atjoint(s) 14, 11. 5) Plate(s) at joint(s) 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 chord live load noncuncu0ent 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) "Semi -rigid pitchbreaks including heels" Member end fbilty model was used in the analysis and design of this truss. LOAD CASE(S) Standard ♦♦♦�OP111 QU 1 N II.. N 68182 *. 9 T OF '4J` �i O,.•• \ "'fs NALE��♦♦ /IIII111111 FL Cert. 6634 June 30,2014 ®aowirm-Venfr4e,yn 9aremeRn aePflFAO MIESCN7er5ANarRQDDm NfrFKAFFFRfACFpAer,YR-r473,ea 1119120r4&r6VEUSE Design valid for use only with Wait connector this design B based only upon parameters shown. and is for an individual building component. AppricaMLty of design parameters end proper muoryorotlon of component is responstallity of bulding designer -not truss designer. Bracing shown IstoriatemisuppodofindlNdualwebmembersonly.Ad3llonallempomrybracingtoInsure stability duringCminucrankthe reMorwblflyofthe Additional permanent bracing of the ovem9 structure is the resporaa9t y of the bolding designer rorgeneml guidance regarding MOWe,edor. fabrcaram quality control storage, delivery, erection and bracing, consult ANSI/1PII pualdy Cdfeda.DSB-89 and SCSI Building Component Salary lnformatlon s�o�obie from Truss Plaf Institute, 781 N. Lee Street. Suite 31Z Atexantltla. Vq �?3I4. afesrthem 6904 Parke East Bind. Tampa,FL336104115 pine LapfLwober rsspe[ified,t edesignvaluesazetLsaseetfectrve O6/ul/2013byAL5C Job Truss Tm66 Type ply Ply ra Cetllon BevD m11324 A COMMON B 1 6391326 11 e 50p 3/ ZVII MIIax avinsNe5, in.. Mon Jun 3D 11:19:12 3014 Page l ID. _kfGCA6bx7j2Syl HDXFw7ye3"-KpRleBHJ3_4EQEhwdxdAG00ky1ZYH470n 1Zukz17GD 01 8-0-0 12-11-0 17-0410 -0 22-1-0 263541-0 6-0 -0.0 B-0-0 4-7-0 4-7-0 4-7.0 4-7-0 8-0-0 -0-0 4.00 12 4x4 = Scale = 159.3 3x6 p it 15 _- _. 14 ._ 12 34-- 24 It 4x6 = 3.8 = 24 II 3x8 = 41 = 9 LOADING (psp TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 5.0 SPACING 24G-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress lncr YES Code FBC2010/TP12007 CSI TC 0.57 BC .0.51 WB -0.48 (Matrix) DEFL in (loc) Vdefl Ud Vert(LL) 0.30 14-15 >999 360 Vert(TL) -0.61 .14-15 >676 240 Horz(TL) 0.13 10 n/a Na PLATES GRIP MT20 244/190 Weight: 166 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 35-6 oe purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-1-3 oc bracing. WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=107910-8-0 (min. 0.1-8), 10=107910-8-0 (min. 0-1-8) Max Horz 2=223(LC 6) Max Uplift 2=787(1C B), 10=787(LC 8) Max Grav 2=1221(LC 2), 10=1221(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -Allforces 250(to) or less except when shown. TOP CHORD 2-0=2851/1613, 3-4-235011342, 4-5=2322/1353, 5-18=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=14OW666, 15-20=753/1731, 20-21=753/1731, 14-21=-753/1731, 13-14=1408/2627, 12-13=1408/2627, 10-12=1408/2627 WEBS 6-14• 4551854, 7-14=-253/174, 9.14=-552/440, 6-15=-055/854, 5-15=253/174, 3-15=551/440 1) Unbaanced roof live los have been dered for ts design. 2) Wind: ASCE 7-10; Vulta/65mph (3-secondigust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; 8=45ft; L=50ft; Cat. N S`•<`� eave=6ft; 11; Exp C; Encl., GCpi=0.18; MWFRS Lumber `,�,OP \G1E (directional); DOL=1.60 plate grip DOL-1.60 3) 100.011b AC unit load placed on the top chord, 17.6-0 from left end, supported at two points, 5-0-0 apart. N 6 81 82 •'• 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads. • Z * :• 5) This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 5.Opsf. = —_ 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 787 lb uplift at joint and 787 lb uplift at �'t] joint 10. :• T F : 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �(11` % O ••� LOAD CASE(S) Standard � 10 Q'••\�% nnlnu�` FL Cert. 6634 June 30,2014 ®N.WRAG-veaCfdasinV—ears ane/i 0075 ON WS,thVrNZWED xIIFAREFFAFMFPAG£nrr-Nr3 re.1/19/iote&I6V£IAfE Design valid for use only Wth Walk connectors. Thu design 6 based only upon parameters shown. and h for an ind'Mduol buldng component. Approobllily of design parameters and proper lncorporalms of component k responsibility of building designer -not fuss designer. Bracing shp Is for lateral support of lndMdualareb members only. Additional lemporarybradng to lmme slabilN during corahucranls the respomLlydy of the erector. ACdiflonal permanent bracing of the overall structure is the responsibility of the bulding designer F general guidance regarding MiTek' fabrkalbn. quality control, storage. denary. erection and bracing. consult ANSI/rPll OuarilyCredo, DSB-89 and BCSI Building Component SaMilaformationgw blefom Jruu Plate lmtiiute.781N. LeeSireeL SuilVIZAIR�xond�rb, VA�3�. IISwNem Pure LaP Isrmber ss spenfiad,Ose designvalues aze NOSeeDecnve U6 OS 2013 /LISC 69=4 Parke Fast Bind. Tama P.1133616 115 Job Truss Truss Type pty Ply 7o•cerilon DevD m11324 B COMMON 3 1 6391327 7.350 a Sep 272012 MiTek Industries, Inc. Man Jun 30 11:19:17 2014 Pagel ID:_kf GCA6bx7)2Sy1 HDXFw7ye3KX-hmEbhsLSttNN/uV'1ZUPUDupJiwWzmADeJsX2lKanl7G8 Scale: 4x5 = 3x4 = 2x3 II 3x4 = 6-11-0 6_11-0 LOADING (psQ SPACING 2-0-0 CSI DEFL in (loc) Vde0 L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Veri(LL) -0.04 45 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 SC 0.22 Vert(TL) -0.09 45 >999 240 BCLL 0.0 Rep Stress Incr. YES We 0.09 Horz(TL) 0.01 4 nta n1a BCDL 5.0 Code FSC2010/rP12007 (Matra) Weight: 471b FT=0% LUMBER TOP CHORD 2x4 SP M 30 BOTCHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS (lb/size) 4=35310-8-0 (min. 0-1-8), 2=41710-8-0 (min. 0-1-8) Max Horz 2=93(LC 7) Max Uplift 4=275(LC 8). 2=391(LC 8) Max Grant 4=418(LC 2), 2=497(LC 2) FORCES (Ib)-Max. CompJMax.Ten.-Allforces 250(I1b) or less except when shown. TOP CHORD . 2-3=771/473, 3-4=769/470 BOTCHORD 2.5=370/673, 4-5=370/673 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlms. BOTCHORD Rigid Calling directly applied or 10-0-0oc bracing. MiTek recommends that Stabll1zers and required cross bracing be installetl during truss erection, in accordance with Stabil¢er Installation ufee. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vu11=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=12ft; B=4511; L=500; eave=6ft; Cat. II; Exp C; Encl., GCp1=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 nonconcurrentwith any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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 27511b uplift at Joint 4 and 391 lb uplift at Joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fatly model was used in the analysis and design of this truss. LOAD CASE(S) Standard Pf f QU I N VF� FL Cert. 6634 June 30,2014 ®MA M-Vemrtlergn parame2n cad PFA(IrA7FSON7WSAIAfM1MFD N(IIXfl£FEaFIx£p.IGEMI-]O)J rea 1/29/I01483AG9EM Cesgnvold foruseonyw1h Mnek comeclos.Readesignls based ody upon pvrameters sM1ovm. and 8 foran irdividualbutidng component. ��• AppricobLtyafdesignporometersand properincorpora5on ofcompenentBrespondbTlyoibu3d gdesigner-not frvodesigner. Brocingshovm u for lateral sappod of lndMdualvreb members onM. Additional temporarrbrocing to Insure stablfify during constructor, B the responsibility at Additional bracing of the overall Ism the the building designer. WOWrector. permanent structure respobPly of For general guidance regarding fabrication, qucUty control. storage, defiti erection and bracing, consult ANSIpPll Oaaety Criteria, DS6.89 and BCSI Bultding Component it uNem gon Wprblble fro `jmss Plate Institute, rat 0. Lee Street. Suite 31Z Alexandria. VqA 22311 . 6904 Paae East Blvd. Tam FL 3361"115 specJed• the design values are those etfetitre 06 01 2013 ALSO pa, Job Truss Tmss Type Oty Ply ]0' Cedton Bav o m11324 BH] BOSTON HIP 1 1 6391328 ...... v'^"� ""•�• 7.35U a Sep 272012 Weis Industries, Inc. Mon Jun 30 11:19:19 2014 Paget ID:_kfiGCA6bx]j2Sy1 HDXFw7ye3KK-d9ML6YNiPByEmJjGXvFMVkpFOmOlh WM97MERegzl7G6 1-0 693 115-0 13E-0 15Ji-0 1750 19E-1 275-1 23E-1 2&2-12 35-0-0 -0 -0-0 1i9-4 4-&12 2-0-0 210 2-0-0 2-0-1 2-0-0 2-0-0 4-8-11 6-94 -0-0 Truss designed for wind loads in the plane of the truss only. Scale=1:62.3 For studs exposed to wind (normal to the face), see Standard Industry Gable End Oetalls as applicable, or consult qualified Building Designer as per ANSUTPI 7. 4.00 72 4x''` _ 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 3x4 = 3x6 = 3x,, = 3x8 = 3x4 = SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2010,7PI2007 CSI TC 0.35 BC 0.47 WB 0.25 (Matrix) REACTIONS (lb/size) 2=98610-8-0 (min. 0-1-8), 24=986/0-B-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) DEFL in (loc) Well L/d PLATES GRIP Veri(L1.) 0.28 28 >999 360 MT20 244/190 Vert(TL) -0.41 26-28 >999 240 Hom(TL) 0.13 24 WE n1a Weight: 1971b FT=0% BRACING TOPCHORD Structural wood sheathing directly applied or 441-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-9-8 on; bracing. WEBS 1Row at midpt 4-28,22-28 JOINTS 1 Brace at Jt(s): 12, 9,16 M7ek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) -Max. CempJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2742/1807, 3-4=-2536/1716, 45=1462/1022, 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=1462/1022, 22-23=2536/1716, 23-24=2742fl807, 4-6=636/392, 6-9=639/396, 9-11=639/396, 11-12=639/396, 12-14=639/396, 14-16=639/396, 16-18=-639/396, 18-20=639/396, 20-22=636/392 BOT CHORD 26-27 1 �4� 28-29=1436/2359, 27-28=1436/2359, 36/2359, 24-261603/2532 GO N WEBS 4-30=93/307, 22-26=93/307, 4-28=548/347, 12-28=208/421, 22-28=548/347, 12-13=-075/649 ,���OP• • • • • • ��i ��� ••X,�GE(1J S+�C•`�� NOTES 1) Unbalanced roof live loads have been considered for this design. N 68182 * �• ••• *- 2) Wind: ASCE 7-10: Vu11=165mph (3-second gust) Vasd=128mph; TCD1_=4.2psf BCDL=3.Opsf-, h=12ft; B=4611; L=5011; 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. -10 4) All plates are 2x3 MT20 unless otherwise indicated. 5 T F (V Z •• onco 5) This truss has been designed for a 10.0 psf bottom chord live load nncument 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 fit between the bottom •. Q• .• ��� will chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing capable of withstanding 8371b uplift at joint 2 and 837 lb uplift • • •• •�\_`�\� plate at joint 24. ASS �/� 8) "Semi -rigid pftchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 2�NA� ���% 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard FL Cert. 6634 June 30,2014 ®Nuguaw-venfrPugn panmeh. a ad READ M7FSeN niffaAND IM MED MirlrAFiFREN2'ME Nrr-]4l3 rea{/D/2014 aWflE115E Deign w5d for use only Win MTek connectoa. This deign6 based only upon parameters shown, and k for an individual building component. ��• Applicability of design paamefem and proper incomamiion of component is maeonsib6ty, of buildmg designer -not Imss designer. Bracing shown isforhfemisuppodofindividuatwxbmembersonty.Additional temporarybacingtohours, stalnRyduMgconstruction hthe responsibility ofthe erector. Additional bracing the 6 the the building designer. MTek' perm permanent of overall structure respoSSPty of rargeneral guidance regarding fabrication quality canta,L storage, delivery, erection and bracing. consult ANSI/TPII Quality Cdleda.DSO.89 and BCSI BuBding Component 6904 Parka East Blvd. Safely ln(ormaIlan gwarable from Truss Pla)e Institute. N. Lee Sheet, Suife312 Alexandre. VA yGi14. — If SouNem pine `SP� lumber isspectlied, thedesica values are rhoseetfecnve OS/ul/2a13 byAISC Tem F1336104115 pa, Job Job Tni Truss Truss Type ply Ply lo' eallon Bev D SPECIAL Tfi391329 Job ce o ' ,Coss ina, Fort Pena n aaeoc 7.350 s Sep 27 2012 Minsk Industries, Inc. Mon Jun 30 11:10:19 2014 Page 1 ID:_k8GCA6bx7j2Syl HDXFW7ye3"C d9ML6YNiPByEmJjGXvFMVkpH7mRAhZG97MERegzl7G6 -1-0-0 4141 i 5-7J I 8-2-13 I 9AA 13-10-0 14-10Q 1-0-0 41-B 15-11 2-7-9 15-11 41-0 1-o-0 il LOADING (psq TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 5.0 . ,,,, r 2.37 12 5>S = 4x4 13 4 14 Sx6 = 15 5 16 64x4� 3x5 = 24 II w II 2x3 II 2x3 II US = 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 Incr NO Code FBC2010/fP12007 CSI TC 0.21 SC 0.32 WB 0.06 (Matrix) REACTIONS (lb/size) 2=68410-8-0 (min. 0-1-8), 7=68410-8-0 (min. 0-1-8) Max Horz 2=53(LC 7) Max Uplift 2=615(LC 8), 7=-615(LC 8) Max Grav 2=814(LC 19), 7=814(LC 20) Scale=1:26.6 DEFL in (Joe) Udell Ud PLATES GRIP Vert(LL) 0.10 11 >999 360 MT20 244/190 Vert(TL) -0.12 10.11 >999 240 Hom(TL) 0.03 7 Na n/a Weight: 53 lb FT=O% BRACING TOP CHORD Structural mod sheathing directly applied or 54-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6.11-9 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. FORCES (lb) - Max. CompJMm. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1795/1223, 3-13=1702/1206, 4-13=167911188, 4-14=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=-1103/1655,7-9=1102/1646 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=3.0psf; 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 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 6151b uplift at joint 2 and 6151b uplift at joint 7. 7) "Semi -rigid pitchbreaks including heels" Member end fixity 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) 79111 dam and 102 lb up at 4-1-8, 111 lb down and 136 Ib up at 5-0-0, 132 lb down and 158 Ib up at 5-7-0, 61 It, down and 1291b up at 5-11-0, 61 lb dawn and 129 He up at 7-11-0, 132 Ib down and 158 lb up at 8-2-13, and 111 Its down and 136 lb up at 8-10-0, and 79 lb down and 116 lb up at 9-8-8 on top chord, and 34 Ito down at 4-1-8, 451b down at 5-0.0, 54 lb down at 5-7-3, 38 Ib down at 5-11-0, 38 to down at 7-11-0, 541b down at 8-2-13, and 45 lb dawn at 8-1D-0, and 34 lb dawn at 9-8.8 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 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 `1111 %OPQUIN f'V 2 FL Cert. 6634 June 30,2014 ®t7Aan9na-vnrra..ya aaram.rea a.eaznororzsoarxrrANo rn¢wra nrraurrazx¢PAeann-X93 �aa z/n/zor4eexivsurs Deign va5d faruse onbwtth AnTek connectom This design is based a* upon parameters shown. and'a for an fro l building component. ��• ApprnabLtyofdesignparametersaMp.p linoomorafwnofwmponenlbmWp bTNofbuildingdesigner-riot hundesigner Bracingshown is forlaferel supped of IndMdual web members onN. Additional lemporay bracing to Insure stabi0ry during consImctbn 4 the orpombirfN of the Additional bracing the WOW erector. Permanent of overall structure b the responsibility of the building designer. For general guidance regarding fabrication, qucHty control storage, delivery. erection end bracing. consult ANSIfIP11 Quality Criteria. DSB-89 and SCSI Building Component 6904 Parke East BW. Safety lnlortnati?n qvs able from)ms Plate lnstitute.781 N. Lee Sheet.5vite3f2AkxanCM. yA 14. Ilse stthem Pose laP Iwnber isspecJes4 tlsetlesign valuesareFhoseeffectivef)6/u1/2013byAlSC Tampa, FL 3361Da115 Job Truss Truss Type Oty ]o'CetltDn BevD m11326 -----.— i__ GRA SPECIAL IF 1 1 6391329 o Drt Pierce FL 34982 7.350 s Sep 272012 MiTek Industnes, Inc. Mon Jun 3011:19:19 2014 Page 2 ID_ktiGCA6bx7j2Syl HDXFw7ye3KK-d9ML6YNiP8yEmJjGXVFMVkpHZmRAhZG97MERegzl7G6 LOAD CASE(S) Standard UnNo" Loads (pit) Vert: 1-3=.44, 34=44, 45=-44, 5-6=44, MA 44, 2-7=10 Concentrated Loads (Ib) Vert: 3=31(B) 4=75(B) 5=75(B) 6=-31(B) 12=9(13) 11=31(B) 10-31(B) 9=9(B) 13=58(B) 14=-49(B) 15=49(B) 16=58(B) 17=15(B) 18=15(S) ®NAANNAlACLWFD N(IIXREEFR£IR2'C.eGEN(1-141J 2a I/l9/1a11&laVE16E Design,alid for use only w:th AUTek connectors. this design 6 based only upon parameters shown. and is for an In?Mdual build, component. AppilaabTN of design parameters and proper incorporation of component hrespomiMLty of building designer -not buss designer. Bracing shown �� Is for laterolsuppod of lndMdualvreb members only. Additional temporarybracing to imurestabifN during comiruction is the resporabJBly of the erector, Additional bracing of the overall structure is the res;,acibpty of the buldin, designer. For MiTek' permanent general guidance regarding fabrication. qu.Bly cannot storage, delivery, erection and bracing. consult ANSIfrINI Quality Cdfeda, DSB-09 and SCSI BuOding Component Salety lnformaBon gw7oble from iruu Plate lrsstitute.781N. lee SireeL Suite312 AlewnrLla. VA yi314 N SouOsem Puse 6904 Parke East BNd. Tampa, FL 3WIM115 tSP lumberisspecffe4lnedevgn lralues3remozeeuxuve D6/Ql/2013by ALSC Job Truss Truss Type CRY Ply 7o'Cedt9n Bevil m11324 GRB SPECIAL 1 1 639f330 55 na^. """""'`^"" 7.350 a Sep 272012 Mnex Industries, Inc. Mon Jun 30 11:19:20 2014 Page ID: k8GCA6bx7j2S/1HDxFw7ye310(-5LsvjJuNLAR45NTIT5rxobPyLObAiMQwUIEDz AGzl7G5 1-0 5-0-0 10-3-14 1580 21E-0 26-2-0 26-14 35.0-0 -0 -0-0 541-0 5314 5-2-2 at, 44i-0 1-11-0 6-11-0 11 4.00 12 44 _ 34 = 2x3 2 II 4x4' 4x4 = = 3x4 = 54 4x6 = 3x4 =3x6 = 3x4 = Scale = 1:62A LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 5.0 SPACING 2-D-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr NO Code FBC2010/rPi: CSI TC 0.38 BC 0.64 WB 0.45 (Matrix) DEFL in (too) Udell Ltd Vert(LL) -0.33 15-77 >544 360 VerfTL) -0.61 15-17 >299 240 Hom(TL) 0.03 10 n1a n1a PLATES GRIP MT20 2441190 Weight: 144 In FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5512 cc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or S-0-0 cc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15 Tel MiTek recommends that Stabilizers and required cross bracing be Installed truss erection, in accordance with Stabilizer Installation uin. REACTIONS All bearings 0-8-0. (lb)- Max Horz 2=83(LC 7) Max Uplift All uplift 1001to or less atjoint(s) except 2=592(LC 8), 15=830(LC 8), 14=565(LC 8), 10=331(LC 8) Max Gmv . All reactions 250 lb or less at joint(s) except 2=760(LC 19), 15=1213(LC 2). 14=797(LC 2), 10=413(LC 14) FORCES (Ib)-Max. CompJMax.Ten.-All forces 250 IN) or less except when shown. TOP CHORD 2-3=167711084, 3-18=1540/1050, 18-19=1539/1050, 4-19=1539/1050, 4-20=-313/525, 2D-21=313/525, 5-21=313/525, 5-22=313/525, 6.22=313/525, 6-23=-313/525, 23-24=313/525, 24-25=313/525, 7-25=313/525, 7-26=313/525, 26-27=313/525, 8.27=313/525, 8-9=580/297, 9-10=616/273 BOT CHORD 2-17=937/1535, 17-28=912/1201, 28-29=-912/1201, 29-30=912/1201, 1630=-912/1201, 16-31=912/1201, 3132=912/1201, 15.32=912/1201, 15-33=-525/437, 3334=525/437, 34-35=525/437, 14-35=525/437, 13-14=-114/546, 12-13=-114/546, 10-12=153/528 WEBS 3.17=0/299, 4.17=59/611, 4-15=1790/1402, 6-15=A96/476, 7-14=433/409, 8-14=890/586 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=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=5011; eave idi; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.6D plate grip DOL=1.60 3) Provide adequate drainage to prevent water policing. 4) This truss has been designed for a 10.0 psf bottom chord live load noncon tument with any other live loads. 5) • 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 592 lb uplift at joint 2, 830 lb uplift at joint 15. 565 Ib uplift at joint 14 and 331 lb uplift at joint 10. 7) "Semi -rigid pitch breaks including heels" Member end fixity model was used in the analysis and design of this truss. FL Cert. 6634 June 30,2014 AsoUtUrl16-vemr dsug Parzmerta aso6 MRSCH Tani rAaaprD n7raarirxsM£PASS 1111-2473 rex v+s/3oueon9eusc Design void for useonly with Mrsek cormectors This design is based only upon parameters shown, and b for an lndMduol banding carntoorent. � Apprcabirty at design parameters and proper incorporation of component is responsibilty of building defUner-not truss desgner. Bracing shown bforlate isuppodofindMdualwebmembemcnly.AddirnnaltemporarybrancingtoinsurestabinyduringconstructionIstheresponsibn6tyofthe MiTek' eractor. Additlonal permanent bracing of the overall structure b the responsibility of the building designer. for general guidance regarding fabrication, quarry control,storage. delive, erection and bracing. consult ANSI/TPE Quality Crilela,DSB-09 and SCSI Building Component 6904 Paska East Blvd. Safety Information qqvva able from lruv Plate Imtitute, All N. tee Street. Sulle 312. Alexandra, yyqq 22223314. 05authem Pme`5P lumlberrs specified, Me design values are Nosee6efUve 06yu3/2013hyALSC Tampa,FL3salod115 Jnb Truss Truss Type Qty Py 70' Cadton Bev D T6391330 m11324 Gas SPECIAL 1 1 Job Reference (national) unam0ers tress in, Yon PierCO YL: esuz 7.350 a Sep 272012 Mgek Industries, Inc. Mon Jun 3011:19:202014 Page ID _kgGCA6bz7j2Syl HDXFW7ye3KK5LwjJuNLAR45NT1T5rmb2yLQbAiMQwUIEOzla.Gz17G5 NOTES 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 289 lb down and 3531b up at 5-0-0, 101 lb down and 129 lb up at 7-D-12, 101 Ib down and 129 Ib up at 9-b12, 101 lb down and 129 lb up at 11-0-12, 101 lb down and 129 Its up at 13.0-12, 101 Ib down and 129 lb up at 15b12, 101 lb down and 129 Ib up at 17-0-12, and 101 lb down and 1291b up at 1940-12, and 101 lb down and 129 lb up at 21-14 on top chord, and 1121b down at 5.0-0, 38 lb down at 7-0-12, 36 Ib down at 9-0-12. 38 lb down at 11-0-12, 38 Ib down at 13-0-12, 38 lb down at 15-0-12. 38 lb down at 17-0-12, and 38 Ib down at 19-0-12, and 3B lb down at 21-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (S). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Incease=1.25 Uniform Loads (plf) Vert: 1-3=-44, 3-8=44, 8-9=44, 9-11-44, 2-10=10 Concentrated Loads (Ib) Vert: 3=170(F) 5=-49(F) 17=42(F) 18=-49(F) 19=49(F) 20=-49(F) 22=-09(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) ®D're'w^g-vemra.,gm y.ramean a.aAFADAa7Erax rasAAD a. 1/29/zaumoaElue Design wrid for use any Win hffiek connectors. This design k based only upon parameters shown. and Is for on indFvldual bulding component. �� Applicability of design parameters and incomomtlon of component k respomibifity of building designer -not truss designer. Bracing shown k torlolerat vppod of lndn7aualvreb membersonN. Additional temporary bracing to Insure slabmN during continuation is the responblGN of the MiTek' rector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. Forgenami guldance regarding fabrication. qualitygcvoan7tmi. storage.delver, erectlon and bracing. consult ANSIIIPll count CCaged, DSB49 and SCSI Building Component 6504 Parke Fast five. tl Sp�ultnem Vase raj lumber sssspreciie�E. Institute. Eelilgn�vallues aretN3os2e elHeRive p5AQ20136yAlSC Tampse.FL33510d115 Job Truss Truss Type Ott, Ply 7P cotton BevD T6391331 m11324 GRC HIP 1 1 ont cash mnose ,,,a, rmr ri mr. a."- 7.350s Sep 272m2 MiTek Industries,Inc Mon Jun 30 11: 18:212014 Pagel ID:_kf GCA6bx7j2Syl HDXFw7ye3KX-ZXU5XDOzxICy7ctfeKHgb9u5ga2B91aSSgjXjjz17G4 1-0 74?0 13.8-0 20.9-10 28-0-0 35-00 41-0 7-0-0 64i-0 7-1-10 7-21 7-0-0 -00 4.00 12 54 = This truss is NOT symmetric. Proper orientation is essential. 3x6 II Sx6 VVB = 5x8 = Sx10 Seale=1:60.3 a, m - a= .iV Jr J[ JJ 3V 11 a. an ._ 3x6 C 2x3 11 3x6 = 6x10 = 3x4 = 4x6 = 2x3 II LOADING (psf) SPACING 2-0.0 CSI TCLL - 20.0 Plates Increase 1.25 TC D.94 TCDL 7.0 Lumber Increase 1.25 BC 0.60 BCLL 0.0 Rep Stress Incr NO WB 0.71 BCDL 5.0 Code FBC20101TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3•Except• 4-13: 2x6 SP No.2, 6.13: 2x4 SP M 30 OTHERS 2x4 SP No.3 DEFL in (toe) Udell Ltd Vert(LL) 0.2610-12 -965 360 Vert(TL) -0.38 10-12 -669 240 Hoa(TL) 0.10 8 n/a Na BRACING TOPCHORD BOTCHORD WEBS REACTIONS (lb/size) 2=445/D-M (min. 0-1-8), 13=2650/03-0 (min. 0311), 8=1037/0-8-0 (min.0-1-8) Max Horz 2=84(LC 7) Max Uplift 2=430(LC 8), 13=2294(LC 8), 8=942(1_C 8) Max Grav 2=539(LC 19), 13=3139(LC 2). 8=1234(LC 20) FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 2-3=869/566, 3-16=-1085/1586, 16-17=1085/1587, 17-18=-1085/1587, 18-19=1085/1587,4-19=-1085/1587,4-20=1085/1587,5-20=.1085/1587, 5-21=108511587, 21-22=-1085/1587, 6-22=1085/1587, 6-23=2144/1634, 23-24=2144/1634,24-25=2144/1634, 26-26=-2144/1634, 7-26=2144/1634, 7-8=296712109 BOT CHORD 2-15=-4587764, 15-27=4671793, 27-28=467/793, 14-28=4671793, 14.29=-467/793, 13-29=467/793, 1330=1473/2144, 3031=1473/2144, 31-32=1473/2144, 3233=1473/2144, 12-33=1473/2144, 1234=1898/2774, 1134=1898/2774, 1135=1898/2774, 3536=1898/2774, 1036=18982774, 8-10=188712743 WEBS 3-15=171/559,3-13=-2501/1791,4-13=893/863,6-13=3917/2865, 6-12=25/611, 7-12=670/448, 7-10=181/595 PLATES GRIP MT20 2441190 Weight: 1551b FT=O% Structural wood sheathing directly applied or 3-93 cc purlins Rigid ceiling directly applied ors-3.9 cc bracing. 1 Row at midpl 3.13, 6-13 MTak ----and that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilaer Installation quid.. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuli=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps1; BCDL=3.Opsf; hat 21t; 8=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=C.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 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 % ida 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 ID uplift at joint 2, 2294 lb uplift at joint 13 and 942 to uplift at joint 8. 7) "Semi -rigid pitch breaks including heels' Member end folity model was used in the analysis and design of this truss. PQUiN tt...4,�, ''' FL Cert. 6634 June 30,2014 �NPJLYING-Vertrrdert).+OeiameRn aoppfAp NJ7FSeN7NISM0IM1LbFD HIIECRFiFNFI(.£MGFNII-7973 rea {/I9/IOIIBaaIIEUSE DesignwUdfwusec*WthlNTekconnectomi de gnbbasedo* upon pammeteashovm. andkforan mrdMdualbuudiwcomponent. Apprcab0fyofdesign porametea and ;xcpa,1mcrpx ffon 0componentkrescon4bifity ofbul!Sng designer -not mussdesigner. Brocing shown �• k for lateral supped of Individual web members only. Additienal temporarylvoong to Insure stabP,ty during commuction k the nmponsbilit, of the Additional bracing the k the iblity the bulling designer. MOWerector. permanent of overall stmcture respomid of For general guidance recording fabrication, quaRy conm�IoL storage, delivery, erecfion and bracng. consult ANSONI QualVityq Cdleda, DS9.89 and BCSI Building Component 6904 Parke East Blvd. IJ SpMdied.ThetleL vdluee at- Z.Beadle O67U3FL I15 vthem VisiegvalIbu bet is ssecifi Plate Institute de gn .Street. Suite 312 Alexanddo. 06 ol/2013byAt5C Tampa. 33610-0115 Job ,ab mbers-F Truss Truss Type Oty Ply 70'Cedlan ElevD Ch I Fed P- GRC Fl 3496E HIP 1 i T6391331 e mas ne., fierce 7.350saep272012MiTeklndus9es,tnc. Mon Jun3011:19:212014 Pe9e2 NOTES ID:— kfiGCA6bn7j2Sy1HDXFW7ye3KX-ZXUSXDOndCylctfeKHgb9u5ga2B9laSSgjX#zf7G4 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 ID down and 352 It, up at 7-0- , 118 Ito down and 189 lb up al 9-0.12, 118 Ib down and 1891b up al 11-0-12, 118 Ib down and 1891b up at 13-0-12, 1181b down and 1891b up at 15-G-12, 118 Ib dawn and 1891b up at 17-0-12, 118 Ib down and 189lb up at 17-11-4, 118Ib down and 189 Ib up at 19-11-4, 118 to dawn and 189 Ile up at 21-11-4, 118 Ib down and 1891b up at 23-114, antl l l8 Ib dawn and 1891b up al 25-114, and 231 Ib down and 352 Ib up at 28-0-0 on top chord, and 388lb down and 240 Ib up at 7-0-0, 68 Ib down at 9-0-12, 681b down at 11-D-12, 68 Ib down at 13-0-12, 68 It, down at 15-0-12, 68 Ib down at 17-D-12, 68 lb down at 17-114, 68 Ib down at 19-114, 68 Ib down at 21-114, 68 Ib down at 23-114, and 681b dawn at 25-114, and 3881b down and 240 Ib 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 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 Unflonn Loads (plo Vert: 1-3=44, 3-7=44, 7-9=44, 2-8=10 Concentrated Loads (lb) Vert: 3=156(13) 5=-96(B) 7=156(8) 15-333(B) 10=333(13) 16=96(13) 17=-96(B) 19-96(8) 20=96(B) 21=98(13) 22=-96(13) 23=-96(B) 25=96(13) 26=-96(13) 27=23(B) 28=23(13) 29=23(B) 30-23(B) 31=23(B) 32=.23(B) 33-23(B) 34=23(13) 35-23(B) 36=-23(B) ®nAAxrne-va7ree,ya P.r+areren a.asrAo ro7rren7furAxp rrAzkmra xrrzrrarrFxav�FAeFerrr.7an re. J/:9/ioresaaaeua6 Design valid for use odlYWth Wok connector This design h based only used parameters shown. and is ratan individual balding component. AppicablpNof design parameters and properincoreoration of comaanenl to despansibly of building designer -not truss designee Bmchg shown h for lateral supped of indm"dualweb members only. Additional lemporory bracing to from stability during construction is the responubftyo/ the erector. Additional pem,anenl brackg of the overall structure is the respausbilty of the buiding designer. Forgeneral guidance regarding MiTek' Ioledcaror quality cc000n�dA storage. delivery, erection and brochg, consult AHSMIPn Quality Criteria,DSB-B9 and BCSI MuRdirg Component 690E Parke East Blvd. u Satyuthem Dine SaPI iblss Plate Institute. 781 lJlee Street Suite 312. Alexontlno. VA�01��013 by A15C Tampa, F. 33610ds 15 is specmed, the designvalues are those effective 06 Jab Truss Truss Type Qty Ply 70•Ceriton ele,D T6391332 m11324 J1 MONOTRVSS Re Sul 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 FBC2010rfP12007 LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 7.350 5 Sep 272012 MTek Industries, Inc. Mon Jun 3011:19:22 2014 Page 1 ID:_kRGCA6bX/j2Syl HDXFw7ye3KX-1 k2UkZPbi3LpdmSrC 1 o37NQg8 XeuwybhKS5F9zl7G3 3x4 = CSI DEFL in (loc) Udell L/d TC 0.12 Vert(LL) -0.00 2 >999 360 BC 0.01 Ved(TL) -0.00 2 >999 240 WB 0.00 Hoa(TL) -0.00 3 Na n/a (Matrix) REACTIONS. -'(Ib/size) 2=99/0-8-0 (min. 0-1-8), 4=5/1flechanical, 3=7/Mechanical Max Hom 2=47(LC 8) Max Uplift 2=153(LC 8), 3=41(LC 2) Max Grav 2=120(LC 2), 4=14(LC 3), 3=26(LC 8) FORCES (lb) - Max. Camp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale =1:6.1 PLATES GRIP MT20 244/190 Weight: 516 FT = 0 BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 1040-0 oc bracing. Mrrek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; Vuh=165mph (3-second gust) Vesd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=5011; eave=6ft; Cat. II; Exit C; Encl., GCpi=0.18; MWFRS (I irectionap; 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 girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1531b uplift at joint 2 and 8lb uplift at joint 3. 6) "Semi -rigid phUlbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ♦ ♦♦♦♦Pt 1 (lU I N VFW So N 68182 9 T OF :O 441: 111 FL Cert. 6634 June 30,2014 ®mrwrtru.v:mree,y, y,amea•n a.axua runsoerar.uvn rnawzn nrr&eaP�Fnen�ntcanrr-xzi a. yzs/zouarzalruss Design valid for use ont, van Mhek connectors Thin design is baud only upon parameters showa% and a for an adlMdual building comparent. Applicability of design parameters and proper incorporation of component inresponsibitty of building designer -not truss casgner. ardi shown ��• hfe MemlwppodoflndiNdualwebme monty. Additional tempourybacing to Insure slabiGty during comhuctlon is the responsibility of the Additional bracing the Is the the building designer. For WOW permanent of overall structure rerpmmbiLly of general guidance regarding fabrication, quality control storage. delivery. erection and bracing. consult ANSVTPII Oualty Criteria, DSB49 and SCSI Building Component 6904 Parke Fast BNd. Safety Information q. able from Tres Plate Institute. 781 N. Lee Street. Suite 312. Alexanddo. V0314. HSauNem pule `SP� Ismsberi5spe leas deignvaluesase Noseeffective OS/u1/2013by ALSO Tama P.FL3361D-4115 Job Truss Truss Type Oty Py 7o'catlsa Sev0 m11324 J3 MONO TPUSS 1 6391333 fasplonfalli Than In,, Fort Pierce FL 34902 7.350 s Sep272012 MiTek IndusWes, Inc. Mon Jun 3011:19:22 2a14 Pagel ID'kflGCA6bx7j2Sy1HDXFw7ye3K(-lk2UkZPbi3Lpdm5rC1o37NDp8 WHuwybhKS5F9zl7G3 1-0-0 3-0-0 3-0-0 1 Scale = 1:9.4 3x4 ee 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdeff Ltd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(-L) -0.00 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.01 2-4 >999 240 BCLL 0.0 ' Rep Stress. Incr YES we 0.00 Horz(TL) •0.00 . 3 n/a n/a BCDL 5.0 Code FBC2010rrP12007 (Matrix) Weight: 1116 FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid calling 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 guide. REACTIONS (lb/size) 3=43/Mechanical, 2=144/0-8-0 (min. 0-1-8), 4=13/Mechanical Max Ho¢ 2=84(LC 8) Max Uplift 3=47(LC 8), 2=178(1_C 8) Max Grav 3=61(LC 13), 2=174(LC 2), 4=39(LC 3) FORCES (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psp 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 pat bottom chord We load nonconcunent 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. nection rs) of truss to bearing capable anding 47 lb ift joint 3 nd 17816 uplift at bheelseMemher ffVF<,,,,, 6j'Snm4eigid p'drhbrelakincluding antl fixity model was used infthe ntatysis and desigln oflthistruss. `,,,,`PaU I N LOAD CASE(S) Standard �.` ��.• �GENS'•.F��i� N 68182 O aT no 1�P: NA1 nnnn��` FL Cert. 6634 June 30,2014 ®MXIVIrM.-Vuirr design parameters and i M aUCHThISNA INCLUDED 1111IXR£FFN£A2pAf.£MI-M'3 ma I/l9/IOIIaFHIOF113E Design valid for use only With MTek connector This design is based only upon parameters shown, and is for an individual building component. Appfcabsly of design parameters and proper incorporation of component is resecimbnty of building designer -nol muss designer. Bracing shovm ��• isforlatemlmppodofhdVdualwabmembemonly.AdditionallempnarytracingtoWurestabinyduringconstructionistherespomibintyofthe Addilbnal Idachg of the overall stmclure is the responsbJty of the buldng desl9nec For WOW permanent general guidance regarding fabrlcalion. auaRy control storage. delivery, erectlon antl bracing. comull ANSIRPII Ouardy Differ,DSn-89 and BCSI Building Component 6904 Parke Fast Blvd. 115pathem VinegvaP9lb ref truss Plote institute. 781 -N�Lee Sheet SOIte 312. Alewndrb, Vq 223 la speNed, the dess values are Vase effective 0fi/O3 013 AISC Tampa, FL 3361"l15 Job Truss Truss Type ply Ply 70•Cerlton Bev 6391334 m11320 J5 MONO TRUSS 15 1 Job Reference o a Chambers Tense Ina, Fort Pie2e 3x4 = 7.350 a Sep 272012 MRek Industries, Inc. Mon Jun 30 11:19:22 2014 Paget ID�_kFiGCA6bx7j2Syl HD%Fw7ye3"-lk2UkZPbi3Lpdm5rC1o37NOkS SbuwybhKS5F9z17G3 Scale=1:12.7 54]-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(-L) -0.03 2-4 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.33 Ver-I TL) -0.05 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB O.OD Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC20101TP12007 (Matrix) Weight: file FT=O% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 10-0-0 cc bracing. Mats recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation aide. REACTIONS (lb/size) 3=93/Mechanical,2=192/0-8-0 (min. 0-1-8),4=23/Mechaniral Max Holz 2=122(LC 6) Max Uplift 3=114(LC 8), 2=202(LC 8) Max Gmv 3=127(LC 13), 2=230(LC 2), 4=69(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd-128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=4511; L=5011; 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 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 at between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide capable e mechanical connection (by others) of truss to bearing plate pable of withstanding 114 lb uplift at joint 3 and 202 lb uplift at f In1J, U i N 11 joint 6) "Semi -rigid pilchbreaks including heels" Member end fluty, model was used in the analysis and design of this truss. ,,,ia , `�� QP `<� 00 E N LOAD CASE(S) Standard N 68182 cc Z nfnnl�` FL Cerb 6634 June 30,2014 ®itaughnius-Venrr design parameter aad Rcw MOSON near" rrnvazp MrrFKaFzzazrR£ PME nrr-240 re. z/u/zar4eanasLos Design valid for use only Wth Mitak co inectom This desgn is based only upon parameters shown. and k for an indMdual building component. Applicability of design parameters and proper incorporation of component k responsiblON has butting designer -not hdesigner. Bracing shown isforbtemlwpporlofhSGNdualwebmem mmly.AdditionallempoaybracingtoinsurestabSNtluringconstructionhtherespomiblfdyofthe emctw. Additionalpermanent brathe sail structure u the respombTFly the building designer, MiTek' peanent of averof ovel general guidance regarding fabrkatbn. quafdy ccoon��IhIoL storage. delivery, erection and braceinSg• consult ANSp1Pl1 Duality CCiflada. DSE49 and BCSI solding Component tl fSauLioPm PineLaP/lumb Aev�e1valueitaie [halsZeetleeLsie O6r0VJ0lsbyAt5C 6904 Parke Fast Bind. Tampa, FL 336104115 headier specified, Me Job Truss Truss Type Oty plycamon BevD m11324 J] MONO TRUSS 12 1 6391335 a io 1 ruse Inc., Pon Pieme FL M982 7.350 s Sep 2] 2D12 Mmek Indusmes, Inc Mon Jun 3011:19:232014 Pege 1 ID:_kfGCA6bx7j2Syl HDXFw7ye3M-VwbsyvDDTMTgEwl2mlKlgazx3NIgdMCkw Cenbzl7G2 1 7-0-0 f-0 7-0-0 314 = Scale: 3f4"=1' ]-0-0 LOADING (psf) SPACING 2-0-0 CS] DEFL In (too) Udell Lfd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.12 2-4 >639 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.73 Vert(TL) -0.22 2-4 >365 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hoa(TL) -0.00 3 nfa Iva BCDL 5.0 Code FBC201OrfP12007 (Matrix) Weight: 23 lb FT=0% LUMBER TOP CHORD 2x4 SP M 30 BOTCHORD 2x4SPNo.3 REACTIONS (Ib/size) 3=140IMechanic il, 2=243f0-8-0 (min. 0-1-8), 4,33/Mechanical Max Horz 2=160(LC 8) Max Uplift 3=174(LC 8). 2=234(LC 8) Max Grav 3=189(LC 13), 2=291(LC 2), 4=99(LC 3) FORCES (lb) -Max. Comp-tMax.Ten.-All forces 250(11 or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 6-" oc puffins. BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. MITek rewmmends 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=4.2psf, BCDL=3.Opsf; h=12ft; B=45ft; L=50R; eave=6ft; Cat. II; Exp C; Encl., GCpl=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 nonwncument 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-D-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 174 lb uplift at joint 3 and 234 lb uplift at joint 2. 6) "Semi -rigid pilchbreaks including heels" Member end fixity, model was used In the analysis and design of this truss. LOAD CASE(S) Standard p ``% pP.... fl.. `�. .�%GENS'-:. N 6B182 9 T F •�U: '"ss NALE,;Ca`�. nntn�u` FL Cert. 6634 June 30,2014 ®wA6rana-verre.,uy, P.am.re,a,.euup wmscwlNrsAnm rAnwFn nrrunFfFnrrrzP.wrxrr-r4n r.. z/zs/zmemaruts Design vaBd for use any with Wei connectors. This design Is based only upon parameters shown. and h for an Individual building component. ��• AppBcabiBN of design porameters and properincorporafion of componenth responsibdty of bulding designer -not ties, designee Bmcing shown hforbteralsuppodofl Wdualwebmem mony. Addilionoilempor kxcc,ingtoinsure stabi0tyduiingcoMrucran6the re,pondbigtyofthe erector. Additional Additional permanent bracingovem of the 0 structure is is the respombTbuildingty of the building designer. Porgeneral guklance regarding iwiTek' fabrication, qu fly ecnin I,storage. dellvery. erectlon and bracing. consult ANSI/TPI1 Quality Criteria.DSB-87 and BCS1 Building Component Safely Ter; atlon q al7oble from)mss�Plate InslituteJ81 N. Lee Street. Suite3i2 Alexangda. Vq y231�2013 byA[SC Il Sgutfiem pinelSP/ lumb¢fd ed. the dew values are Nose effective0 Si Palle Fast Blvd. Tampa,F1.338104115 Job Truss Tmss Type Qty Ply 7w Carron BevD m11320 JA MONO TRUSS 2 1 8391338 T e o " Tmss Ina, Fort Pierce R U982 7.350 s Sep 27 2012 MRek Industries, Ina Mon Jun so 11:19:232014 Page 1 ID:_k8GCA6bx7j2Sy1HDXFw7ye3KX-VwbsyvDDTMfgEwl2MKlgaz_uNIDdMCkw_Cenbzl7G2 W-0 I 2-03 I 4 2-03 Scale =1.8.3 3x4 = LOADING (psi) SPACING 2-0.0 CSI DEFL in (too) gde0 L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Ven(LL) -0.00 2 >999 360 MT20 244/19D TCDL 7.0 Lumber Increase 1.25 BC 0.05 Ved(TL) .0.00 2-4 >999 240 BCLL . 0.0 Rep Stress Incr , YES We D.00 Hoa(TL) -0.00 3 Na n/a SCOL 5.0 Code FBC2010/TPI2007 (Matrix) Weight: 9lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mrrek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=24/Mechanical, 2=132/0.8-0 (min.0.13), 4=10/Mechanical Max Horz 2=72(LC 8) Max Uplift 3=28(LC 5), 2=175(1_C 8) Max Greer 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) Wind: ASCE 7-10: Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.Opsf; h=12ft; B=45fl; L=5011; 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 nonconci ment 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 28 lb uplift at joint 3 and 175 lb uplift at joint 2. 6) "Semi -rigid pftrhbmaks including heels" Member end fotity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 001 N FIFJI :: �:��CENSF•.��'.. * N 68182 9 T F ' LIL/ C kv NA14E����. fill [is FL Cert. 6634 June 30,2014 ®w.rawrc-vedrraesga panvaeeeaa.,u No7FsaN 71415,we rnauora wrruxzrWz P01carar-7473 a. 1/29/201180111 c Design void torus. only Win Mltek cannecf.a.TH, design B based arty upon parameters shown. and is for an individual buldng component. App6cabifity of design Parameters and proper incorporation of component respomibPN of buldeq designer -not buss designer. Bracing shown hfwbteralsuppodofheM'dualwebra mbersonty. Additional tempasnarlarracing to irsuro stability during construction la the resporwbuty of Me erector. Addilonal bracing of the overal structure is the resporebTty of the budding designer. For MiTek' pennanenl general guidance regarding fabdcatlon. quality control. storage, defivery. erection and bracing consult ANSIIPll Quality Critedo. DSB.89 and SCSI Balding Component fi904 Parke Fast BNd. f ed,thedeu valuesarethoseef0='Ofi D11013 IryALSC IISwNem PineJSPp lb1�� f mss Plai esVsstitute. 781 SIree65u11e311 AleimnQria. VA 0M114. Tampa, FL 336104115 Job Truss Truss Type Oty Ply 70' CadtOn Elev D m11324 JB MONOTRUSS T6391337 JQIg Reference(wtionall n.aims, Fen now Fee 982 7.350 a Sep 272012 MiTek Industries,Inc Mon Jun 30 11:19:23 2014 Paget ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-VwbsyvODTMTgEwl2mlKlgaztZNnbdMCkw_Cenbz17G2 -1-2-5 5511 1 2-5 S 11 Scale = 1:12.7 3x4 = 55-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (too) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(-L) -0.04 2-4 >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 Ina YES We 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010/fP12007 (Matrix) Weight: 19 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bmcing 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=26/Mechamcal Max Horz 2=115(LC 8) Max Uplift 3=119(LC 8). 2=234(LC 8) Max Gray 3=127(LC 13), 2=258(LC 2), 4=77(LC 3) FORCES (lb) -Max. CompJMax.Ten.-Allforces 250(lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vuh=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps/; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=fill; 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 fora 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Vida 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 119 Ib uplift at Joint 3 and 2341b uplift at 111111�, joint 6) "Semi -rigid pilchbreaks including heels" Member end (city model was used in the analysis and design of this truss. VFPro ``,1aUI N , %% P 'j ,` E NSF•��,,� LOAD CASE(S) Standard ,O"VAC i *• N 68182 •*� 9 T F . �Z i� •. 2C : .� .• `p % ��O�SS NA�E��`�` u11list��` FL Cert. 6634 June 30,2014 ®eA1sVTM]-Vertfr Petty,parame¢a and i UD M MsGN M15AAO rrAIWED MTTK E££F£IR£SAGE N114413 new JVn120I1ZSFf srM Desgn vafd foruse ontywith MiTek connectors. The design is based only upon pammelers shown. and is for an lndMdual bWdug component.• Applicabilityparameter.and of design parameteand proper incomomg tion of component a responsiblity of budd'vdesgner-not buss deigner. Bracing shown k fwlateml suppod ofndMdual web members only. Additional temporar hmcing to insure stability during construction k the responJoUtV of the rector. Additional permanent brachg of the overa0 structure is the responsbLty of the buldmg designer la general guidance regarding M!Tek' fabrication, quaON control.storage. delivery. erection and bracing. wn.11 ANSi/TPI1 Ouo0N Uteda, DSB.B9 and BCSI BuBding Component fi904 Parke Fast Blvd. Safety InfarmotIon qva able from puss Plate Institute, MIN. Lee Street, Suite 312 Alexandria. VVAA 0�11314. B Southern Pine`5P furntter is spaded, the design values aretaoseeHectsve O6/u1/2013byAI5C Tampa, FL 336fa4115 ,lob Truss Truss Type Oty Ply o'cadlon BevD m11324 JO MONOTRUSS T6391338 Job Reference Truss Inn, Fort P,eme FL U982 7.MO a Sep 27 2012 Mick Industries, Inc. Mon Jun 30 11:19:23 2014 Page 1 1-0-0 ID _kfiGCA6bx7j2Syl HDXFw7ye3KX-VwbsyvODTMTgEwl2mlKlgaz7uNtgdMCkw_Cenbz17G2 1-1-0 1-0-0 1 13 I 3x4 = LOADING (psl) SPACING 24?0 CSI DEFL in (lox) Udell L/d TCLL 20.0 Plates Increase 1.25 TC 0.12 Ven(LL) -0.00 2 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Ven(TL) -0.00 2 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 3 n/a rda BCDL 5.0 Code FBC2010/TPI20D7 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 BOTCHORD 2x4SPNo.3 REACTIONS (Ib/size) 2=99/0.8-0(min.0-1-8),4=5/Mechanlml,3=2/Mechanical Max Hors 2=49(LC 8) Max Uplift 2=149(LC 8), 3=6(LC 5) Max Grav 2=120(LC 2), 4=15(LC 3). 3=18(LC 8) FORCES (Ib)-Max. CompJMax.Ten.-Allforces 250(I1b) or less except when shown. Scale =1:6.2 PLATES GRIP MT20 2441190 Weight: 5lb 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 crass bracng be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vesd=128mph; TCDL=4.2ps1; BCDL=3.Opsf; h=12ft; B=45ft; L=5011; eave=6fi; 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 fora 10.0 psf bottom chord live load nonconcunant with any other live loads. 3) "This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 lb uplift at joint 2 and 616 uplift at joint 3. 6) "Semi -rigid pitchbreaks 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 ®MAAA4AG-Verilldely. panme.. and AF/O MrefLNTHI9N.91M1W ED NIiIXAEFEFflI3 pAGENlI-l9n rer. J/39/IOIIM89EUSE besgnv.Udforuseont,Wth M7.kconnectors.Mh desgnbbasedortyupanparametersshovm.and EforentndMdualbu'dingcomponent. Applicability of design parameters and pneperincwporatlon of componentb respons3TN of budd'mg designer -not buss designer. Bracing shown �• kfwlateralsapporloflndMdualwebrnembersonN.Additional temporce bracing toimurestabTilychringconstruction isthe responsibility ofthe erector. Additional bracng of the ovemd dmcture Is the respomdoSry of the budding designer. MiTek' Saf<tylnlornaflgn permanent For general guidance regarding fabdcatah, gua4ty contrdl,storage. delivery. erection and bracing. comull ANSIpPlt Quality Crituda, DS1349 and B6l Buiding Component 9 Table (rom7vss Plate lmtitvle. ]al N. Lee heel Suile312.AW.ndrb. yn 223I d. 69MP PalosastE . 6904 Parke east BNd. Il Sgumem Pme `SPl Undulaer us specified, Me design vaues are those effective OSFQ1013 byALSC Job Truss Truss Type Dry Py 70'Cadton ElevO m11324 KJS MONO TRUSS 1 1 T6391339 Reference , rasa inc, Fort Pierce fL giSS2 7.350 is Sep 272012 Mrrek Industries, Inc Mon Jun 30 11:19:24 2014 Page 1 1S0 ID:_kf,GCA6b-0z22Syl HDXFw7ye3K(-z69E9FOrEgbXs4cEKSrXCoW6hn9PMpSuBexl3J1 z17G1 3 0 7-0.2 Scale =1:1S.7 2.83 12 5 2 1 — 3x4 = 74L2 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/de0 Vd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.09 2-4 >840 360 MT20 244/190 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 rda Na BCDL 5.0 Code FBC20107TPI2007 (Matrix) Weight: 23 lb FT=0% LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS (Ib/size) 3=164/Mechanical, 2=187/0-11-5 (min. 0-1-8), 4=40/Mechanical Max Holz 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. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 7-0-2 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mrrek 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=4.2psf; BCDL=3.Opsf; h=12ft; B=451t; L=5011; eave=loft; Cat. II; Exit 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 nonconcurrent 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 chard 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 1901b uplift at joint 3 and 211 lb uplift at joint 2. 6) Semi -rigid pftchbreaks 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 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 (plq Vert: 15=44 Trapezoidal Loads (plp Vert: 5=0(F=22, B=22)-to-3=47(F=16, B=16), 2=1(F=5, B=5)-to-4=-18(F=4, B=4) `,�11111111///j %�,.oPQuw vF�i :\\rEN&*-. '. FL Cert. 6634 June 30,2014 ®MAANIAG-Verilyderyn panmertn aoCaFAa MIFS'ONnaSAIA IM1611DED HIIaCr1EFFNiIR£AIG£Nlr-M73 ref-I/M/SOEILaB@USE Design valid for use only with milak connector This design based a* upon parameters shown, and Is for an Individual building component. ApplicabiGN of design parameters and proper lncorPorntars of component b responsibility of building designer -not buss designer Bracing shown . ktorlateralmppodoflndMdualwebmembersony.Additional temp brocingtomum sfabtlydiconstruction bthe responsibility ofthe rector. Addtlenal bracing of the overall structuresry is the responsbof the building designer. For MiTek' permanent general guidance regarding fabrication, quality control.storage. deliveesPlis1q,, erection and bracing. consult ANSIMPI 1 Oualli crrriiteria,g80-89 and BCS1 Building Component 6904 Parke East Si tl Squlihem Vase `SP) IbiunDei izruspeca' institute, nlueglaie N3r:se elHe c�4s a Ofi/0112013 byALSC Tampa. FL 3361"l 15 J91g Truss Truss Type Oty Ply 70'Cadlan Bev m11324 KJ] MONO TRUSS 1 T6391340 Job Reference (national) T.350 a Sep 27 2012 MTek industries. Inc. Mon Jun 30 11:19:24 2014 Page 10 _k8GCA6bx7j2Syl HDXFw7ye3KK-z69E9FOrEgbXs4cEK5rXCoWBPn92MmOu8exBJ1zl7G1 Scale =1:20.6 3x4 = 2b II 5 3x4 = 8-8-12 ? LOADING (psn) SPACING 2-0-0 CSI DEFL in (loc) VdeB 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 BCLL 0.0 ' Rep Stress Ina NO WB 0.20 Horz(TL) 0.01 5 Na n/a BCDL 5.0 Code FBC2010fiP12007 (Matra) Weight: 381b FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 3D TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2x4 SP No.3 M1Tek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ibfsize) 4=104/Mechanical, 2=294/0-115 (min. 0.1-8), 5=310/Mechanical Masi 2=191(LC 8) Max Uplift 4=130(LC 6), 2=-280(LC 8). 5=232(1_C 8) Max Grav 4=155(LC 13), 2=351(LC 2), 5=387(LC 13) FORCES fib) -Max. CompJMax.Ten.-All forces 250 fib) or less except when shown. TOP CHORD 2-3=703/330 BOT CHORD 2-7=-454/699, 6-7=-054/699 WEBS 3-6=806/524 NOTES 1) Wind: ASCE 7-10: Vuft=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; 11=121t; 8=4511; L=50ft; eave=6ft; Cat II; Exp C; Encl., GCpt=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 nonconcurrent with any other live loads. 3) • This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will id 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 130 lb uplift at joint 4, 28016 uplift at joint 2 and 232 lb uplift at joint 5. 6) "Semi -rigid pItchbreaks 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 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 (plf) Vert: 1-8=44 Trapezoidal Loads (plf) Vert: 8=0(F=22, B=22)-to-4=108(F=-32, 8=-32), 2=-1(F=S, 8=5)-10-6=25(F=7, B=-7) OPpU I N f fV�' i���,, �..�GENS�:F��': * N 68182 FL Cert. 6634 June 30,2014 ®WAarang Vedlr dugs parer,ehn aor fuli Aiion rusAme actucaNIIFXflEFE1tEME p/Le Nl1-l4Ah l/l9/lal4 arraveo, Design valid for use only, win lwTek connectors Win design is based a* upon pammeten shi and k for an bdMdwl buii component. Applicability of design parameters and proper Incarceration of component responsbTty of building designer -not buss designer. Bracing shevm ��• Is forkateral support of individual web members only. Additional tempearybrocing to unsure stability during constructbn is the resporalbOty of the erector. Additional bmi of the overall structure is the responsbiGty of the building designerr for WOW peappnent general guidance regarding fabrication. quality coni storage, de0very, erection and bracing. consult ANSVH II OuaBty, Crieda, DSB-BP and BCSI Building Component Solerylnformalien q.�aiablefrom puss Pla)G lmtitute.781 N. Lee Street. Suite3l P. AlexonQrla. VA yyM14. tl5outhem Pure lumber is designs 6904 Parka Eas16Nd. Tampa, F11-3381a4115 lap specdted, the values azethoseeOecLve 06y02/2023byJi Jpb Truss Truss Type Oly Ply TV Canton ElevD m11324 WA MONO TRUSS 2 1 6391341 11 r.30u a 5ep 2T 2012 MTek loduafnes, Ina Mon Jun 30 11:19:24 2014 Pagel ID_kIGCA6-07j2Syl HDXFw7ye3KX-z69E9FOrEgb%s4cEKSrXC.W84nAgMpSu8exBJ1 z17G1 2-9 6-0-4 Scale = 1:13.6 3x4 = 6-04 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/detl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Ven(LL) -0.05 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.17 Ved(TL) -0.08 2-4 >854 240 BCLL 0.0 Rep Stress Ina NO WS 0.00 Hom(TL). -0.00 3 n/a n1a BCDL 5.0 Cade FBC20107TPI2007 (Matrix) Weight: 20 to FT=0 LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-4 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 70-0-0 oc bracng. MTek recommendS that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer 771 Installation guide. REACTIONS (Ib/size) 3=779/Mechanical, 2=748/0-9-11 (min. 0-1-6), 4=29/Mechanical Max Horz 2=97(LC B) Max Uplift 3=139(1_C 8), 2=169(LC 8) Max Gray 3=155(LC 13), 2=178(LC 2), 4=85(LC 3) FORCES fib) -Max. CompJMax.Ten. -All forces 250(Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vull=165mph (3-second gust) Vasd=128ni TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=5011; 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 nonconcurrent with any other live loads. 3) a This truss has been designed for a live load of 20.Opsf an 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. 4) Refer to girder(s) for truss to truss connections. 5) Previde mechanical connection (by others) of truss to bearing plate capable of withstanding 139 lb uplift at joint 3 and 1691b uplift at joint 2. 6) "Semi -rigid pitchbreaks 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 face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Inaease=1.25, Plate In=ase=1.25 Uniform Loads (pit) Vert: 1-5=-44 Trapezoidal Loads (plf) Vert: 5=0(F=22, B=22)_to-3=-66(F=11, B=11), 2=1(F=5, B=5)4o-4=15(F=3, 13=3) N/NN � 2 ... FL Cert. 6634 June 30,2014 �WARyMA-veMpergn ya—ur. am READ MRs cx lMrsMD rr4rwES xrraKFFflErI.F PAGE Nfl- 4n,e. 11H1Zo146469E11SE Desgrs a foruseonrywiM Mff.kconnecton lhlsdeslgnk basedonty.amnparometerushown,antl is bran bdMdualbtnd1ngcomp.mmt. � A; p6 .biGy of de9gn ,ammeters s and propermcorpwalion of component bresponsib9ty of bu0d g dedgner-not lrua dlesigner. Bracing shown IsfabtemisppwloflndMdualwebmembeaony. Additional temporary brascing to Insure stabJtly during coratructbn h the responsibiPity of the erect.[ Addtlonal permanent bracing of the overall,twcture is the responbTy of the building designer. For general guidance regarding WOW fabrication. quality controlstorage.delivery. erection and bracing. consult ANSIpPII Quality Cdferid,D30-89 and Bar Building Component 69" Parke Past EW. Safety bfosmallon qgvvoa able from truss Plate Institute781if. Use Street. Suife312, AlexondM, Vqn�22233l d. Tampa. FL 3361"116 ISSquNem PmelaP Iusagerrsspeadredallredesiginvatuesem Nose eOecvve 06y01J2013byALSC Job Truss Truss Type Oty Ply 70'Carlbn BevD T6391342 m11324 x B MCNOTRUSS f an Refemnoe factional) Gaamaers I suss Inc., an P®me m. uaa io 7.350 s Sep 27 2012 MTek Industries, Ina Mon Jun 30 11:1925 2014 Page 1 ID _kfiGCA6bx7j2Syl HD%Fw7ye3KKSJjcMbRT?jOUEBOtAMm172LiB%x5G11 NlhIsUz17GO -1-2-9 4.11.9 1.2-9 I 4 11 9 Scale=1:11.7 3x4 = 4.11.9 LOADING (psf) SPACING 2-0-0 CSI DEFL in (too) VdeO L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.10 VerhLL) -0.02 2-4 -999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.03 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB. 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight: 17 lb FT=0 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS (lb/size) 3=75/Mechanical, 2=123/0-9-11 (min. 0-1-8), 4=20/Mechanical Max Hom 2=73(LC 8) Max Uplift 3=83(LC 8), 2=156(LC 8) Max Grav 3=95(LC 13), 2=14B(LC 2), 4=65(LC 3) FORCES IN) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc Imaging. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10: Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This buss has been designed for a 10.0 psf bottom chord live load nonconcumant with any other live loads. 3)' This tmss 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 83 lb uplift at joint 3 and 156 Ill uplift at joint 2. 6) 'Semi -rigid pachbreaks 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 Increase=1.25 Uniform Loads (plf) Vert: 15=44 Trapezoidal Loads (pit) Vert: 5=0(F=22, 6=22)-to-3=-55(F=5, 13=5), 2=1(F=5, B=5}tom=-12(F=1, B=1) NOPQUINf1111 VF� ,. * GEN&'-. i i FL Cert. 6634 June 30,2014 ®aAAMNa-venryeuyn y+,aneo—dR£AD M7rren7RESM JM1L0Eo MrmKsEFERVYEPMEHH-Jan m.1/:s/zoresDBYEUY Design valid for use only w.th MTek connectors. Ills design is based crB/ upon parameters shown. and is for an individual building component. ADphcabi6N of design parameters and proper loco poration of component is responsibgty of building designer -not buss designer. Bracing shown Is for lateral support of lndvidual wxb members onN. Additonal temporary bmcing to insure stabifly during comiructbn is the responzb06N of the Additional bracing the is the the buidng designee MiTek' erector. permanent of ovemfl sWcture respombiTty of For general guidance regarding fabdcation, gvaGty contort storage, delivery. erection and bmchg. consult ANSI/rPll puarty Criteria. DSl and BCS1 Building Component 6904 Parke East Bind. Sale1 laronnatlon gvalpble hom]vss Plate hutitule. JBI N. Lee Sheet. Suite 312 AlexanQna. Vq 22314 If Saethem pisre LaPf lumber ss spewed, the design values are those effective 06/1z111013 byALSC Tempo, FL 33610d115 Job Truss Truss Type Oty Ply 70'Cadlon Day m11324 MVP VALLEY / 1 Tfi3913 3 e o nall TMss Inc, Fat Piema R MEMO, 7.350 s Sep 27 2012 FA Tsk Industries, Ina Mon Jun 3011:19:25 2014 Page 1 ID_kMGCA61ex7j2Syl HD%FW7ye310(-SJjeMbRT7JOUEBOtAMM172MvBYG5Gi1 NIhIsUz17GO 2-0-0 2-00 1 4.00 12 3x4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (lox) I/deft Ud TCLL 20.0 Plates Increase 1.25 TC 0.03 Vert(LL) ma - Na 999 TCDL 7.0 Lumber Increase 1.25 BC 0.02 Vert(TL) ma - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hoa(TL) -0.00 2 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 . BOT CHORD 2x4 SP ND.3 BRACING TOPCHORD BOTCHORD REACTIONS (lb/size) 1=30/2-0-0 (min. 0-1-8),2=24/2-0-0 (min. G-1-8),3=612-0-0 (min.0-1-8) Max Hom 1=21(LC 8) Max Uplift 1=20(LC 8), 2=30(LC 8) Max Gray 1=36(LC 13), 2=32(LC 13), 3=17(LC 3) FORCES (Ib)-Max. CompJMax.Ten.-Allforces 250(to) or less except when shown. Scale =1.6.1 PLATES GRIP MT20 2441190 Weight: 5111 FT=0% Structural wood sheathing directly applied or 2-0-0 oc purlins Rigid ceiling directly applied or 10-0.0 oc bracing. MMrrek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilaet Installation Duide NOTES 1) Wind: ASCE 7-10; Vu11=165mph (3-second gust) Vesd=128mph; TCDL=4.2ps/; BCDL=3.Opsf, h=128; B=45ft; L=50ft; eave=Eft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional); 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 five load nonconcurrent with any other live loads. 4) a This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI I angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint l and 3D lb uplift at joint 2. 7) "SeM4rigid phchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard ``%OP....Nf�VF� N 6681182 FL Cert. 6634 June 30,2014 ®naiturY-ventrdeeynparamean aadAEAli MTES ON mNSAND IMSWED Nl1rxFEfraF PMENlI-MIJ na I/39/Ial40FFOflEUY Design vard fa use ant Win Was connectors This design k based only upon parameters shown. and If for an hdMdual building component. Appkobft of design parametersand properincoroaatioo of componentbresoomib6ty of binding designer -not truss deigner. Bracing shown �� IsforlaterolsuppaofidiAd=lwebmembersonN.AdditionaltermPaarbrooingtoInsurestabstyduringcomtmctionBtheresponsibilityofthe erector. Additional bracing of the overall structure 4 the resporebtifyof the bulding designer Forgenefal MiTek' permanent guidance regarding fabrication, quality gcwoonttrol storage. delivery. erection and Inacing. consult ANSITPIl cleanly CCtMetlo, DSB49 and BCSI Building Component If ISotyWiem PUre izspecifi d,theclesignaraluea 3ie1etlwze elHeitive 06(O1f20136yALSC fi904 Parke FaslBNd. Tampa, FL3361"115 laP)IbwMenf Jyb Truss Truss Type Oty, Ply 70' Carlton Bev D T6391344 m11324 MV4 VALLEY 1 1 et o do a raw s sap zr 2oiz mu ex maustoes, are. man Sun 3o 11:19.25 2014 Page 1 ID:_kfiGCA6bx7j2Sy1HDXFw7ye310(-SJjcMbRT?JOUEBOtAMml72JuBXX5Gi1 NlhlsUzl7G0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) Vdefl L/d TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) No - Na 999 TCDL 7.0 Lumber Increase 1.25 BC 0.13 Vert(TL) Na - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hofz TL) 0.00 Na n/a BCDL 5.0 Code FBC2010frP12007 (Matrix) LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS (Ib/size) 1=80/4-0-0 (min. 0-1-8), 3=110/4-0.0 (min.0-1-8) Max Hom 1=56(LC 8) Max Uplift 1=54(LC 8), 3=72(1_C 8) Max Grav 1=97(LC 13). 3=102(LC 13) FORCES (lb)-Max.Comp./Max. Ten. -All forces 250 IN) or less except when shown. c76M Scale =1:9.4 PLATES GRIP MT20 244/190 Weight: 12 to FT=0% Structural wood sheathing direly applied or 4-0-0 cc purling, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. MTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation auide NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.Opsf h=12R; B=45ft; L=50ft; eave=6fl; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); 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 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 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 54 to uplift at Joint 1 and 72 I6 uplift at Joint 3. 6) 'Semi -rigid pftchbreaks including heels" Member end fixiy model was used in the analysis and design of this truss. LOAD CASE(S) Standard pPQ .I.. ffVE��i�0e i N 68182 �T P.:�<U�: ��� •S•. 1�.•'• ;� NA�11�`�C�� FL Cert. 6634 June 30,2014 ®xvutNra-Verffrde,9a Parame mtf aet flEAO M M ON Vast INCLUDED NINKN &UNOEYALE NRJ4))on, V's/EOr1armachSE Design valid for use only with Maek connectors. The design is based only upon parameters shovm. and is for an indMdual building component. Applipabilty of design pommelers and proper incorporation of component is responsibility of building designer -not hugs designer. gracing shown Is for lateral wppod of lndMdualwEb members Dory. Additional temporaryeracing to Inure stability during conshucibne the respomiterrty of the 6 the the balding designer. For Additional bcing t the liry MiTek' erector. permanentra of overact structure respo of general guidance regarding fab6catbnr quafly ccooanfiroot storage. delivery, erection and bracing. consult ANSI/TPII Quality,Criteria,CC2riteria,DSe-89 and BCSI Bunding Camponeat 6904 Parka Fast Bind. 11 fSotyWiem Puie rapttbusaber a specified, the Eesf ivaluestare N3o152e elifeC4ve 06/Ol/3013byALSC Tampa,FL33611F1115 Symbols PLATE LOCATION AND ORIENTATION �tIILJI+�IF��� 3/'44 5 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 -'/,t i' For 4 x 2 orientation, locate Plates 0- AA' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. "Plate location details available in MITek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION 7 Indicated by symbol shown and/or by by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint numberwhere bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System I 6-4-8 )dimensions shown t t ft-in-sixteenths III (Drawings not o state) BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ]CC -ES Reports: ESR-1311, ESR-1352, ESR 1988 ER,3907, ESR-2362, ESR-1397, ESR-3282 Southern Pine lumber designations are as follows: SYP represents values as published by A W C in the 2005/2012 NDS SP represents ALSC approved/new values with effective date of June I. 2013 © 2012 MTek(D All Rights Reserved MTek Engineering Reference Sheet: MII-7473 rev. 01 /29/2013 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury I. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For Wale truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI I. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-shuctural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purfris provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI I Quality Criteria. Rio ANISH LAKES Pate LAY PROVE r-)j M z . z p a o N A y O m N � �tily� m pC>T- m 'I\ sc-OLL- �L, 3a , 20� gN o �� .p JJ � r- L ..," /1 5 I x '? z . z p a o N A y O m N � �tily� m pC>T- m 'I\ sc-OLL- �L, 3a , 20� gN o �� .p JJ � r- L ..," /1 5 I x '? U FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: WYNNE CARLTON 70 III Street: �) QnCQnAJz__ Builder Name: WYNNE Permit Office: City, State, Zip: PORT ST. 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 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=5.0 1788.50 ft' b. N/A R= fP 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft' ' 5. Is this a worst case? No 10. Ceiling Types (1720.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1720.00 ft' 6. Conditioned floor area above grade (11:2) 1720 b. N/A R= fl' Conditioned floor area below grade (W) 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(118.5 soft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 176 a. U-Factor: Sgl, U=1.30 118.50 ft' SHGC: SHGC=0.50 b. U-Factor: N/A ft' 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 41.5 SEER:15.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' 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 soft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1720.10 ft' b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15. Credits None Glass/Floor Area: 0.069 Total Proposed Modified Loads: 30.18 PASS Total Standard Reference Loads: 39.33 I hereby certify that the plans and specifications covered by Review of the plans and SIRE STgl this calculation are in cUrnpliance with 1he Florida Energy specifications covered by this ,yam a z �80A Code. calculation indicates compliance ro „�' 4' 601"with the Florida Energy Code. �;�'s' a aq •vr PREPA EfJ v fore construction is completed DATE: his building will be inspected for c� compliance with Section 553.908 I hereby certify that this bunair a d, is in compli a Florida Statutes. a with the Florida EneravlCod Cab Wg S4� ii-pWNER// ,FN_ ', :r. • = + BUILDING OFFICIAL: DATE: \ DATE: - Compliance requires certification by the air handier 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 FILiao yV: 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 % 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 Blocky 1720 13760 SPACES r Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1720 13760 Yes 2 3 1 Yes Yes Yes FLOORS # FloorType Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 179 It 0 1720.06 ft ___ 0 0 1 ROOF / V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emift Deck Pitch Tested Insul. (deg) 1 Gable or Shed Composition shingles 1813 ft' 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 ft' N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 1720 ft' 0.1 Wood 7/30/2012 4:20 PM EnergyGauge® USA - HaRes2010 Section 405.4.1 Compliant Software I Page 2 of 5 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Belo w _ 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 It' 0 0 0.8 0 _ 3 E Exterior Concrete Block - Int Insul Main 5 19 6 8 0 156 ft' 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 21 R' 2 - Wood Main None 0.39 3 0 7 0 16.25 W WINDOWS , Orientation shown is the entered Proposed orientation. / Wall Overhang V # Ornl 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 W 0 It 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 It 6 in None None 3 S 4 Metal Single (Tinted) Yes 1.3 0.5 12 tt' 1 ft 0 In 0 It 6 in None None _ 4 W 5 Metal Single (Tinted) Yes 1.3 0.5 30 ft' 1 It 0 in 0 It 6 in None None 5 W 5 Metal Single (Tinted) Yes 1.3 0.5 32.5 ft' 0 ft 0 in 0 ft 0 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft' 382.8 ft' 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ,ACH 50 1 Wholehouse Best Guess 04000500 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 Duds 1 Central Unit None SEER: 15 41.5 ketu/hr cfm 0.8 1 sys#1 7/3012012 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 SetPnl Conservation 1 Electric None Garage 0.9 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Carl # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS / -- Supply — — Return -- Air Perbent 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 Programable Thermostaf Crreiling Fans: Janrtt:'N HeNov at ng Jan r0�' Mar rr Apr May (Xj JMay un 1 Jul D(] [ ]Aug �X] [ ] Sep [ j L-1 �(X Dec Venting [ ]Feb [X] [X� ` Jun )1 Jul E I) Aug [ 1 Se lxl Occtt [Y,� 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 Healing (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 7/3012012 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 REQUIREMENT(S) 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 EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 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 New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=5.0 1788.50 ft' 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= ft' 5. Is this a worst rase? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1720.00 ft' 6. Conditioned floor area (ft') 1720 b. N/A R= ft' 7. Windows" Description Area c. N/A R= ft' a. U-Factor: Sgl, U=1.30 118.50 ft' 11. Ducts , a. Sup: Attic, Ret: Attic, AH: Attic R ft' 6 176 SHGC: SHGC=0.50 b. U-Factor: N/A ft' SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a. Central Unit 41.5 SEER:15.00 SHGC: d. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency Area Weighted Average Overhang Depth: 0.624 ft. a. Electric Heat Pump 41.5 HSPF:8.70 Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems a. Slab -On -Grade Edge Insulation R=0.0 1720.10 ft' a. Electric Cap: 40 gallons b. N/A R= ft' EF: 0.9 c. N/A R= ft' b. Conservation features None 15. Credits None I certify that this home has complied with the Florida Energy Efficient Construction through the above energy saving featurff which will be in this home before final inspection. Otherwisq, a EPplay based on installed Code compliant features/ Date: `\5&K City/FL Zip. IN Address of New Home: >d for Building ed (or exceeded) will be completed 'Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. "Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Pro ect Summa Job: -� wrightsoft• J ry Date: JULY 25, 2012 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: comfortcontrolofslc.com Project• • For: CARLTON 70 III BEDROOM, WYNNE BUILDING CORP. , PORT ST. LUCIE, FL 34983 �.� Notes: Design Information Weather: 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 Fort Pierce, FL, US Method Simplified Construction quality Average Fireplaces 0 Heatingg Coolingg Area(ft' 1720 1720 Volume ('ft') 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 @ 47'F 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 Relative humidity L 50 % Moisture difference 61 gr/lb 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 24780 Btuh Latent cooling 10620 Btuh Total cooling 35400 Btuh Actual air flow 1180 cfm Airflow 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. .� Wrl IlY50ft' 2012-Aug-0220:38:19 9 Right -Sage® Universal 2012 12.0.04 RSU05864 Page 1 E:1Wrightsoft HVAC1Wynne Corp1WYNNE CARLTON 70 Ill.rup Cale = MJB Front Door faces: W Load Short Form Job: -F°�IF' W rlghtsofte Date: JULY 25, 2012 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: comfoncornrolofsic.com Project• • For: CARLTON 70 M BEDROOM, WYNNE BUILDING CORP. PORT ST. LUCIE, FL 34983 Htg Clg Infiltration Outside db (°F) 42 90 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TO (°F) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 r HEATING EQUIPMENT 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 @ 47°F 28 OF 1180 cfm 0.054 cfm/Btuh 0 in H2O COOLING EQUIPMENT 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 24780 Btuh Latent cooling 10620 Btuh Total cooling 35400 Btuh Actual air flow 1180 cfm Airflow factor 0.049 cfm/Btuh Static pressure 0 in H2O 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 , -- cl1 .1.0 =9A4 nnn 7QA q VAIWL�.Ar11 VGV JJVV JI-fl LJJ Ltll Calculations approved by ACCA to meet all requirements of Manual J Sth Ed. C wrihtSOW 2072-Aug-0220:ageI 9 RlghiSuite® Univeroal 2072 12.0,04 RSU05884 page ACCA EAWrightsoft HVAC\Wynne Corp%WYNNE CARLTON 70111.rup Celc = MJ8 Front Door faces: W Entire House d 1720 21733 23845 1180 1180 Other equip loads 1143 612 Equip. @ 0.95 RSM 23235 Latent cooling 5556 A 9f/f�fO7Q �fOYff/ AAO/1 V I f IIGV LGVIV LVI JV IIVV IIVV Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .�- WPI htSOft' 2012-Aug-02 20:age 2 �- 9 Right -Suite® Universal 2072 12.0.04 RSU05864 page 2 AC0, EIWnghtsoft HVAC\Wynne Corp%WVNNE CARLTON 70 III.rup Cale =MJ8 Front Dcorfaces: W wrlghtsoft• 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: comfoncontrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 Exposed wail 179.0 ft &0 it 3 Room height 8.6 ft d 8.0 it heat/cool 4 Room dimensions 6.0 x 17.0 ft 5 Room area 1720.0 ft' 102.0 ft' Ty Construction U-value Or HTM Area (112) Load Area (ft' r Lead number (Btuwftk'F) (Btuh/ft' or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Grass NIP/S Heat Cool Gross N/P/S Heat Cool 6 tp/ 12C-Osw 0.091 n 2.55 2.18 591 579 1474 1264 0 0 0 0 -G 1Dc2om 0.870 n 24.36 27.10 12 0 292 325 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 20 20 70 44 0 0 0 0 V� 12C-0sw 0.091 a 2.55 2,18 166 115 293 251 48 27 69 59 1 �D IA41ob 1.080 a 30.24 48.10 20 1 605 962 0 0 0 0 11J0 0.600 a 16.80 17.40 21 21 353 365 21 21 353 365 VIJ 12C-Osw 0.091 5 2.55 2.18 449 443 1128 967 0 0 0 0 L--C 1A-rlom 1.270 s 35.56 26.39 6 6 213 158 0 0 0 0 W 12C-0sw 0.091 w 2.55 2.18 325 262 668 573 0 0 0 0 Dc2ow 0.570 w 15.96 69.58 30 2 479 1788 0 0 0 0 Lt1 4AS2omd 0.770 w 21.56 47.10 33 0 701 1531 0 0 0 0 P 128-Otwv 0.097 - 272 0.85 248 232 629 198 124 124 337 106 L-D 11D0 0.390 n 10.92 11.31 16 16 177 164 0 0 0 0 C 16A-36ml 0.032 - 0A0 2.32 1720 1720 1541 3990 102 102 91 237 F 22A-tPm 1.180 - 33.04 0.00 1720 179 5914 0 102 6 198 0 r 6 c) AED excursion 1092 -24 Envelope loss/gain 14539 13693 1048 743 12 a) Infiltration 2896 816 - 90 25 b) Room ventilation 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 0 0 14 Subtotal 17435 18569 1138 769 15 Duct loads 25% 28% 4298 5276 16% 18% 183 135 Total roam load 21733 23845 1321 904 Air required (cfm) 1180 1180 72 45 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 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BOLZ PLC L99L 9V8 IelolgnS Vl 0 0 0 0 uollnqulslpab 0 0 0 0 1a15uwl Ssal 0 0 0 0 peel lewalm Ssal eOLZ PLC 1.99L 9V8 (EL ol9 Cowl) lelolgnS 00Pz OOZL iagto/saouggddV 0 0 0 0 OEZ Pi sl0edn000 :SUie6 lewalul EL 0 0 0 0 uoOelquaA wood (q 0 0 ZE ELL U011w11!lul (e ZL 900 PLC 6LV EEL u1e6/ssol adolanu3 VB- 1.9- uolslnox a3V (o 9 0 0 0 VVL 0 96Z 8 ES 00'0 I'D'EE - DWI, Wal-VZZ d Ke 6ZL VVL VVL zzL Lb E9 Es ZE'Z 060 - ZEO'O IwOE-M 0 0 0 0 0 M LLL 91, 9L LCU Z6'OL U 06E'O DOLL O--j 89 99L 89 89 VE 80L OV 99 98'0 ZL'Z - L60'0 WO-OZL d 0 0 0 0 0 0 0 0 0L'LV 991Z M OLL'O Pwomvv 0-1 0 0 0 0 0 0 0 0 99'69 96'9L M O60'O MO0-OZL 0 0 0 0 0 0 0 0 BLZ 99'Z M 0 0 0 0 0 0 0 0 6le'9Z 99'9E s OLZ'L woLi-VL 'J--� 0 0 0 0 LEL Cal. 09 09 BL'Z 99'Z s W0'0 MSD-OZL fM 0 0 0 0 0 0 0 0 OV'LL 09'91. a 0090 cm 0--� `j�Ah 0 0 0 0 0 0 0 0 OV81, VZ'0£ a 090'L golrvV Ll 0 0 0 0 0 0 0 0 9L'Z 99"Z a 160'0 M80-0ZL 0 0 0 0 0 0 0 0 ZZ'Z OS'E U 9ZL'O SO09-vSL M' 0 0 0 0 0 0 0 0 0VLZ 9E'VZ u 0L8'0 wOZ>al 0 0 0 0 0 0 0 0 elz 99 Z U L60'0 MSG-oZL 9 1000 MH j S/d/N j SME) IOOo j 1ga1-1 SMIN SSwO CO"I InH (d; z8Mn19) jaqumu (4n1e) (8) lalawuad to (4nle) (N) lalawued to uujt.In19) 17801 (ell) my PeOI UP my W1H 1p anleA-n uoILOWIS 0 Rl ell 0,"L eII 9'Z9 ewe wood 9 Il 0'"L X O'L 8 91 x 0'L suolsuawlp wood V 100e/1ea4 14 O'9 I000/1ea4 a 0'8 146194 wood E U 0 it 9'1 IIeM pasodx3 Z NSHOI N AHONnVI aweu wood L NVW83WWIZ VI3IN1Vd :AB Z LOZ'sZ Alnr :alea :qor WOO olslolmluoopolwoa :qaM VV16-98L-ZLL xed 66LZ-9L8-ZLL :auo4d E96K lj '31Oa1 is ldod "1S 3dOW1ll9 3S LO9l '0NI '01S d010MIN001aOdW00 esnoH eipu3 ;aayMPOAR ®f' OMM-:905146uM e 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: comfoncontralofslc.com Job: Date: JULY 25, 20'12 By: PATRICIA ZIMMERMAN 1 Room name MS BATH MS CLOSET 2 Exposed wall 8.0 It 0 It 3 Room height 8.0 It heattcocl 8.0 It heat/ccol 4 Room dimensions 7.0 x 8.0 R 7.0 x 9.0 1t 5 Room area 56.0 fl' 63.0 fN Ty Construction U-value Or HTM Area (ftj Load Area (ft5 Load number (BtuNftMF) (Btuwft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/PIS Heat Ccol Gross NIPIS Heat Cool 6 1qJ 12C-0sw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 �--(; 1Dc2om 0.870 n 24.36 27.10 0 0 0 0 0 0 0 0 W 13A-5ots 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 12C-0sw 0.091 a 2.55 218 0 0 0 0 0 0 0 0 11 t: 1A-rlob 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 111.10 0.600 a 16.80 17.40 0 0 0 0 0 r 0 0 0 V�J 12C-0sw 0.091 s 2.55 2.18 64 58 148 127 0 0 - 0 0 �G 1A-r1om 1.270 s 35.55 26.39 6 6 213 158 0 0 0 0 ,W 12C-0sw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 IL--GG 1Dc2ov 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 IAS2onnd 0.770 w 21.56 47.10 0 0 0 0 0 0 0 0 P, 12B-0hv 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 I-D 11DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16A-30mi 0.032 - 0.90 2.32 56 56 50 130 63 63 56 146 F 22A-tom 1.180 - 33.04 0.00 56 8 264 0 63 0 r 0 0 6 c) AED excursion -13 A Envelope loss/gain 676 401 56 142 12 a) Infiltration 120 34 0 0 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 796 435 56 142 Less external load 0 0 0 0 Less transfer 0 0 r 0 0 Redistribution 0 0 0 0 14 Subtotal 796 435 56 142 15 Duct loads 16% 15% 128 65 32% 42% 18 60 Total room load 924 Soo 74 202 Air required (cfm) 50 25 4 10 Calculations approved by ACCA to meet all requirements of Manual J Sth Ed. wrightsoft- Right-SuitaO Universal 2012 12.0.04 RSU05864 2012-Aug-02 20:38:19 A& E:1Wrightsoft HVAC1Wynne Corp1WYNNE CARLTON 70 Ill.mp Cale = MJS Front Door faces: W Page 3 wrightsoft' Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE SILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fa c. 772-785-9144 Web: comfoncontmlofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS BDRM HALL 2 Exposed wall 49.0 ft 0 ft 3 Room height 8.5 It heat/cool 8.0 It heat/cool 4 Room dimensions 1.0 x 304.5 ft 4.5 x 5.0 It 5 Room area 304.5 fl2 22.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft� Load number I (Btuh/ft2-'F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter r(ft) (Btuh) Heat Cool Gross NIPIS Heat Cool Gross N/PIS Heat Cool 6 T 12C-Osw 0.091 n 2.55 2.18 81 81 206 176 0 0 0 0 �C 1Dc2om 0.870 n 24.36 27.10 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 16 12C-0sw 0.091 a Z55 2.18 0 0 0 0 0 0 0 0 11 1A-r1ob 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.55 2.18 217 217 552 473 0 0 0 0 1A41om 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 IW 12C-0sw 0.091 w Z55 2.18 119 89 227 194 0 0 0 0 1Dc2cv 0.570 w 15.96 59.58 30 2 479 1788 0 0 0 0 E2I--r= 4A5.2omd 0.770 w 21.56 47.10 0 0 0 0 0 0 0 0 128-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 D 11D0 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16A-30mi 0.032 - 0.90 2.32 305 305 273 705 23 23 20 52 F 22A-tpm 1.180 - 33.04 0.00 305 49 1619 0 23 0 0 0 r 6 c)AED excursion 855 -2 Envelope loss/gain 3355 4193 20 51 12 a) Infiltration 783 221 r 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other I 1 01 0 Subtotal pines 6 to 13) 4138 4414 20 51 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistnbution 0 0 0 0 14 Subtotal 4138 4414 20 51 15 Duct loads 32% 42"/ 1305 1874 32% 42% 6 21 Total room load 5443 6287 27 72 Air required (cfm) 296 311 1 4 Calculations approved by ACCA to meet all requirements of Manual J Sth Ed. -r# wrightsoft' 2012-Aug-02 20:38:19 Right -Suite® CARLT N 70 I l.rup 4 ale o M 64 Page 4 ACCA E:\WrigMsoft HVAC1Wynne Corp\WYNNE CARLTON 70 Ill.rup Cale = MJ8 Fmnr Door (aces: W M :save)joo0 luwj erW=oleo drvlll OLNO.LIUV03NNAM\d OODuwlM%OVAH11osLV6NM%:3 61�8E:OZ ZO-6nV-ZLOZ vessons'd 00'o'ZL zwz l-w-Awn l ®aReS-146Ia OSyy61JM � p3 418 f lenueW;o sluawannoaj Ile 199w of VOOV nq panaaae suoljelnoleo 99L OSz SL LZ (w1o)pannbw RV OEL£ 4090 b6Z cog Peol WOW W101 ££6 40LL %Z4 %Z£ 88 LZL %Zb %Z£ speol Iona SL Mtz Dose LOZ £8£ IelolgnS 6L 0 0 0 0 uollnqulslpaa 0 0 0 0 ia)suwl ssaq 0 0 0 0 Peol lewalxa ssa-1 L6LZ OOS£ LOZ see (£L ol9 saull) IelolgnS 0 0 ja41o/saouepddV a 0 0 0 o£z a slued6000 :sule6 lewalul £L 0 0 0 0 uogelguan wooa (q ZLL 609 Lz SL uoBwlRlul (e A Szoz L69Z 98L LOE Web/ssol adolanu3 66- 9- uopnom a3V (o 9 1 0 8£EL Lb 46L 0 99L 9 SO 00'0 00'££ - OWL wdl-VLZ A 6" ELL 116L b6L VOL ob S4 96 Z£'Z 060 - ZEO'O Iwos-v% 0 0 0 0 0 0 0 0 0 MU Z6'OL u o6E'0 OOLL a-1 0 0 0 0 0 0 0 0 990 ZL'Z - L60'0 mg0-SZL d 0 0 0 0 0 0 0 0 0V8, 993Z M OLL'O PwoZSVb 0 0 O O 0 0 0 0 89'69 96'9L M OLS'O mono-OL 0 0 0 0 0 0 0 0 9Va SS'z M 160'o ms0-OZL 0 0 0 0 0 0 0 0 6£'9Z 99'SE a OLZ'L wop-VL '01—� EZ 9 SLZ 90L 90L 0 0 0 0 9VZ 99'Z s L60'0 mso-oa ffA 0 0 0 0 0 0 0 0 OVLL 08'9L a 009'0 on Z96 909 L OZ 0 0 0 0 OVOP bZ'OE a 0801 goLi-VL LL M 6ZZ 88 BOL 0 0 0 0 8VZ SS'Z a L60'0 mso-OZL 0 0 0 0 0 0 0 0 ZZ'Z 05'£ u SZVO 9009-VEL M' 0 0 0 0 0 0 0 0 OVLZ 9E'4Z u OLWO WOZaaL 0-1 ' SO 9LZ 80L SM Le Z% 06 04 8VZ 99'Z u L60'O mso-OZL f51 9 WOO leDH S/d/N ssaO POO leaH S/d/N sswO IOOO 1saH (jodlM14nlB) jagwnu (4n18) (y) jalawuad 10 (4n18) (8) jalawuad io lgnle) Peol (<1J) mV Peol &71) earV W1H jO amen-n uo.1 MISu0O Al �U 9'E6L .0 090 ease woos 9 11 TOL x 03 11 O'S x 06 suolsmWip wooa 6 IWORM4 11 0'8 IooO/1894 4 0'8 1461a4 woos £ 4 TOP 1) O'S Rem Pasodx3 Z Z Mae H1V9 aweu wooa L NVWa3WWIZ VIOIa1Vd :R9 Z LOZ'SZAInf :elea :qor woo-olslololluoopolwoo :qaM "V S-SSL-ZLL :xed 66LZ-OLO-ZLL :auogd S964E 14 '310n1 '1S laOd `1S 380Wlll8 3S LOSL 'ONI `O-IS =10 -IO INOO INOMOO esnoI4 aji;u3 ;aawlioMOf OIN .:UD!n4Bljm 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: comfoncomrolofslc.com Job: Date: JULY25,2012 By: PATRICIA ZIMMERMAN 1 Room name CLOSET BDRM 3 2 Exposed wall 2.5 ft 14.0 ft 3 Room height 8.0 it heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 9.0 x 2.5 It 22.5 ft' 13.5 x 14.0 H 189.0 ft. Ty Construction U-value Or HTM Area (ftl Lead Area (it-) Lead number (Btuh/ft?°F) (Bluh/ft5 or perimeter (ft) (Btuh) cr perimeter (ft) (Btuh) Heat owl Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Lp/ 12C-Osw 0.091 n 255 218 0 0 0 0 112 100 255 218 �--C 1Dc2om 0.870 n 24.36 27.10 0 0 0 0 12 0 292 325 W 13A-5ocs 0.125 n 3.50 2.22 20 20 70 44 0 0 0 0 V� 12C-0sw 0.091 a 255 2.18 0 0 0 0 0 0 0 0 11 Fla �O to-rlob 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.55 Z18 0 0 0 0 0 0 0 0 T-G 1A-r1om 1.270 s 35.56 26.39 0 0 0 0 0 ' 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 1Dc2ov/ 0.570 w 16.96 59.58 0 0 0 0 0 0 0 0 4A5-2omd 0.770 w 21.56 47.10 0 0 0 0 0 0 0 0 T-D12B.Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 11DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C F 16A-30ml 22A-tpm 0.032 1.180 - - 0.90 33.04 Z32 0.00 23 23 23 3 20 83 52 0 189 189 189 14 169 463 438 0 r 6 c)AED excursion -3 -31 Envelope loss/gain 173 93 1179 951 12 a) Infiltration 38 11 211 59 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 210 104 1390 1010 Less external lead 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 210 104 r 1390 1010 15 Duct leads 32% 429/6 66 44 32% 429% 438 429 Total room lead 277 148 1828 1439 Air required (cfm) 15 7 99 71 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft' Right -Suite® Universal 2012 12.0.04 RSU05864 2012-Aug-02 2 Page E:1Wrightsoft HVAC\Wynne Corp%WYNNE CARLTON 70 Ill.rup Cale = M J8 Front Door faces: W 6 I wrightsoft• Right-J®Worksheet Job: Enure House Date: JULY25,2012 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: comfortcomrolofslc.com 1 Room name LIVING RM 2 Exposed wall 46.5 ft 3 Room height 9.8 it heat/cool 4 Room dimensions 1.0 x 525.5 ft 5 Room area 525.5 ft' Ty Construction U-value Or HTM Area (ftl Load Area Load number (Btuh1WF) (Btuh/fl-) or perimeter (ft) (etuh) or perimeter , Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 l4/ 12C-0sw 0.091 n 2.55 2.18 250 250 637 546 �G 113c2om 0.870 n 24.36 27.10 0 0 0 0 W 13A-5acs 0.125 n 3.50 2.22 0 0 0 0 �v 12G0sw 0.091 a 2.55 2.18 0 0 0 0 11 �C `D 1A-r1cb 1.080 a 30.24 48.10 0 0 0 0 11.10 0,600 a 16.80 17.40 0 0 0 0 UrJ 12C-0sw 0.091 s 2.55 2.18 0 0 0 0 `G 1A-r1om 1.270 5 35.56 26.39 0 0 0 0 W 12C-0sw 0.091 w 2.55 2.18 206 173 442 378 1D-C2aw 0.570 w 16.96 59.58 0 0 0 0 4A5.2omd 0.770 w 21.56 47.10 33 0 701 1531 P 1213-0bw 0.097 - 2.72 0.85 0 0 0 0 LD 11DO 0.390 n 10.92 11.31 0 0 0 0 C 16A30m1 0.032 - 0.90 2.32 526 526 471 1219 F 22A-tpm 1.180 - 33.04 0.00 526 47 1536 0 r 6 c) AED excursion 506 Envelope loss/gain 3786 4180 12 a) Infiltration b) Room ventilation 857 0 242 0 r 13 Internal gains: Occupants @ 230 2 460 Appliances/other 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 htSoR' 2012-Aug-02 20:38:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 7 A7 K EAWrightsoft HVAC1Wynne Corp1WYNNE CARLTON 70111.rup Cola = MJ8 Front Door faces: W [�]51g��1_ � • �A DESCRIPTION: BEING ALL 28 ORO GRANDE WAY, OF THE UNRECORDED PLAT OF SPANISH LAKES PHASE 1, 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 a 8 SCALE: 1"=30' DATE: 1-30-15 DRAWN: CJM JOB NO.: 15-1938 DATE: B PG: SURVEYORS NOTES: 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE M LOCATED UNLESS OTHERWISE SHOWN. II 3. THIS SITE LIES WITHIN FLOOD ZONE "X', ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO283 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. to 5. BEARINGS SHOWNHEREON' ARE REFERANCED TO THE CENTERLINE OF ORO GRANDE WAY HAVING AN ASSUMED BEARING OF NORTH, ACCORDING TO THE UNRECORDED PLAT OF SPANISH LAKES PHASE 1, 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. EXISTING m I c AVERAGE TOP OF FORMS o ELEVATION=19.17 9. 2.OF ABOVE EXISTING pata� Hilt_ �pP`py-d q m )� ALEXANDER J. PIAZZA PSM, II Surveying " Mapping " Consulting 619 SW Blltmore Street *LBJ7280 Port St. Lucie, Florida 34983 Phone: (772) 340-7770 Fax: (772) 340-2250 PERMIT P. 1y/z - o o YS BUILDING CORPORATION ALEXAND J. PIAZ Professional urveyor & Mapper Florida Certificate No.: 6330 5 R:\aU1LUCKJ\UVVI�LUl�\1J-l�J3a.OWg, 1/:5U/ZUl5 4:ZV:Lb NM