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408 Treasure Ln 17-1493; NEW SFHCITY OF SANFORD 2 07 BUILDING & FIRE PREVENTION , PERMIT APPLICATION Application No: I LIC13 Documented Construction Value: $ 0 O Job Address: 408 Treasure Lane Historic District: yesEj No Z Parcel ID: 21-19-30-5TT-0000-0250 Residential 2 Commercial 11 Type of Work: NewEl Addition El Alteration El Repair Demo E] Change of Use El move El Description of Work: Screen enclosure on existing slab/pavers under existin2 roof Plan Review Contact Person: --- Donald -G.-Geissler„ -,fir Phone: 407 830-7778 Fax: 407 365-3194 Name Julio Sevilla Title: President Email: sunstatesidin aol.com Property Owner Information Phone: 407 490-2303 Street: 408 Treasure Lane Resident of property? yes City, State Zip: Sanford, FL 32771 Contractor Information Name Donald G. Geissler, Jr Sun State Siding, Inc — Phone: 407 830-7778 Street: 510 Lake Lenelle Drive Fax: 407 365-3194 City, State Zip: Chuluota, FL 32766 State License No.: SCC048423 Architect/ Engineer Information Name: Craig Gunderson Florida Engineering LLC Phone: 941 391 -5980 Street:, 4456 Tarniami Trail, B14 Fax, 941 979-8195 City, St, Zip: Port Charlotte, FL 33980 M E-mail: e nlact@llengineerinqllc_corn Bonding Company: — Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE. TO RECORD A NOTICE OF COMMFNCEMLNTMAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTI(1', OF COMM E'NC EMENT MUST BE RECORDEDANDPOSTEDONTEHJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN' FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, issuance of a permit and that all work will be Performed to 'Peet standards of all laws regulating construction commencedPriortotheis' jt 11 Applicationisherebymadetoobtainapermittodotheworkandinstallation,.; as indicated, I certify that no work- or installation a,; in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. OY FRC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Revised: June 30,2015 1eniiit Application M_-)TIGE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as waterilianagementdistricts, state agencies, or federal agencies. Acceptance of perinit is verification that I will notify the owner of the property of the requirements of Florida Lien 1,aw, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit Submittal. A COPY Of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value Will be figured based on the current 1(.',C Valuation 'Table in effect at the tune the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, s when the permit is issued, credit will be applied to your permit fees 9 OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. A 021 Date Signature ()l'C0r)tractor/A9Cnt Date J 4e, t e r N 1A Print ('on tract or/Agen i's Name mature of' of Florida Date Si nl mreoff Notary State of Florida gate. Owner/Agent is 00, Q e.--*160m. e+ F', 0, Ty e: CAROL A. W01MORTH MY COMMISSION # FF 9=5 EXPIRES: August 10, 2019 SvOW Thru Sudpt No" Swim Personally Known to Me or Contractor/Agent is %,-"'Personally Known to Me of - Type ol'ID Produced ID Type of ID Total Sq Ft of Bldg: BELOW IS FOR OFFICE USE ONLY F_I Building L,4 Electrical El Mechanica]F] Plull-lbing[] Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps GasO RoofE] Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes El No D # of Heads Fire Alarm Permit: YesE] No I I APPROVALS: ZONING: to -14q UTILITIES: ___ WASTE WATER: ENGINEERING: COMMENTS, MM BUILDING., -f 4!- -f7 Revised: June 30, 2015 Permit Application RE[OIR DCC) P" DESIGN CRITERIA: APPLICABLE CODES, REGULATIONS &STANDARDS: vomo// cli 1 THE 2014FLORIDA BUILDING CODE, 50EDITION SPECIFICALLY CHAPTER 10 STRUCTURAL DESIGN, CHAPTER 20ALU8|NUM&CHAPTER 23.VVO0DAND AAASK435AND 8AADM 1 2.A8CE7-1O' A 7 1 f ' uj 0 '-- - --'' c , `~ `~ ,~'- uj wNNDL[u\ DS: m 1' 8U|U NGOCCUFANCYCATEGORY.P8RA8RAPH18O4. 5ANDTA8LE 1004.5RISK CATEGORY 1 w 2'BA8|CWIND SPEED, TABLE 1O08C. STATE OFFLORIDA DEBRIS REGION BASIC WIND SPEED. PARAGRAPH10OS31AN TA8LE1 31 B]U| N]LENTgASCVNND8PEED____3[LMPM W K(; PU/g(E uj p EXPOSURE PLANS EXAMINER o 3-8CREENEDROOF ENCLOSURE TABLE 2O024 DATE GENERAL NOTES AND SPECIFICATIONS: 1-TMESTRUCTURES INDICATED UER| NARE DESIGNED nJ8EINSTALLED WITHIN MASONRY 0RWOOD FRAME HOST STRUCTURES OFADB]UTE STRUCTURAL CAPACITY. THE CONTRACTOR SHALL VERIFY THAT THE HOST STRUCTURE |S|NGOOD CONDITION AND OFSUFFICIENT STRENGTH TUSUPPORT THE PROPOSED ADDITION. 2- ALUM|NU88EXTRUSIONS SHALL MEET THE STRENGTH REQUIREMENTS OFASTM8221AFTER POWDER COATING. 8+\LLALUM|NUM EXTRUSIONS ARE TOBEAMINIMUM 00O3TO DESIGN STATEMENT: THE INDICATED GCREENx3AURDRAILING SYSTEMS USE LOADS FROM SECT 1607.7 OF THE FLORIDA BUILDING CODE 2014- 5TH EDITION ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2X2: 2.X2. XO.044^ 2X2:2"X2^X0.050' 2X3: 2^X3^X0, O45 2X4:2" X4"XO. 850^ OPEN BACK SECTIONS 1X2: 1.X2~XO.044^ 1 X3: 1^X3^X0045^ SNAP SECTIONS 2X4SNAP: 2"X47( .[45 2X4H SNAP: 2. X4^XO.060 SELF MATING 2X4GM8: 2^X4^XO.044. XO 107 2X58M8 2.X5^XO. 050^X0116^ 2X60NB: 2.X6.XU. 850"XD 120" 2X6H8K4B: 2'X6'Y(O.072' XD.224" 2X7SkHB: 2^X7'X0. 055^X0120r 2X7M 0MO: 2~K7^XO 072^XO 224^ 2X80NB:2~X8.X0.072^ XO224^ 2X8MSM8:2'X8%0 082^ X0,306" 2X9SN8: 2.X9^X0.072.X0. 224 2X9M0NB:2?(9"X0.082. X0.308' 2X10SM8 2^X10^X0.092° X0374^ CHANNELS 1.5"x2125^x1.5" x.045 2"x3125"x2.045 DETAIL A APERMIT ISSUED SHALL BECONSTRUED TO8EA UQENGETDPROCEED WITH, THE WORK AND NOT A0 AUTHOR| TYTOVIOLATE, CANCEL, ALTEA0RSET ASIDE ANY OPTHE PR0V|0ONSOFTHE TECHNICAL CODES, NOR SHALL ISSUANCE OFAPERMIT PREVENT THE P-U|LD|NGOFRC*& FROM THEREAFTER ACORRECTION OfERRORS INPLANS, CDNz'TRUCTIONOR. V|0LATONSOfTHIS C0DE 4) #10X1/5" SMS INTO SCREW 8O,< pURu GIRT H( R uu/ v ^ vv K -/ ALUMINUM INTERNAL OnEXTERNAL RECEIVING CHANNEL wx #10x 75" INTO GIRT uxpu*umAND w14xJo INTO BEAM ORUPRIGHT n. 062ANGLE CLIPS MAY BE USED UPRIGHT, BEAM - SNAP, SELF MATING OR HOLLOW GIRT OR PURILIN TO BEAM OR DST DETAIL SCALE: NTS 31-011 INSTALLATION NOTES: I -FASTEN PERIMETER TOvvorn/ w||wGmr1w"Xz'1o^ GALv LAG BOLTS 24rO/C AND WITHIN O^DrINTERSECTING MEMBERS AND JOINTS. 2- pA8TEwPERIMETER TOMASONRY vv1w^xu' 1w''TxpC0N uw^OxC AND WITHIN 8^0FINTERSECTING MEMBERS AND JOINTS. Lu ui cr CHAIR RAIL PER PLAN Zi— VARIES -SEE PLAN IN ASSEMBLY NOTES: 1- FASTEN PERIMETER MEMBERS xTCORNERS 0wTsnmAUvw(2) onox1'18r8MSINTO SCREW BOSSES 2-FAGTENCHAIR RAIL(INTERNAL) TOPERIMETER W/(4)#1ox1'1xr sms/ wTOSCREWBOGSOpCHmRRA| L. ALTERNATELY DETAIL C. CHAIR RAIL SEE INSTALLATION NOTES FOR ANCHORAGE FIG DESCRIPTION AS FURNISHED, Lot 25, THORN6ROOKE PHASE 1, as recorded in Plot Book 79, Pages 3 thru 7, Public Records of Seminole County, Florida, BOUNDARY FORICERTIFIED To, Julio and Julie Sevilla; Inspired Title Services, LLC; First American Title Insurance Company; Taylor Morrison Home Funding TRAcr H FUTURE DEMOPMENT) N 00*10,4411 Or REC, 112- I.R. 50. 00' RED, 112- L.R. NO L o NO ko' Somen endow ire on oxfOng, slab LOT 25 25.00, uAdir wds roof I I 22 ICI EL,1 5M, CO RECESS FOR POCKET SLIDER 2 LOT 26 a ONE STORY RESIDENCE LOT 24 Cra Co BRICK 6.0' 5.00' 4 713, i4i 20. 7' Sot yjt6' BRICK WALK BMRICK 06 e, X 4A_ 25,OC' 0/ 6L O 2 f0' U77L, ESUT. ION 101 'k PC) w. REC.-1/2- 1.R,' NO 1.0, FCC 1 2 I,R, No I'D. QP_ 5' CONC. WALK S.R.)N 00*10'44" LOT - 6,000WOWNG - 2,0515 SOFT 50.00CARAGE 460 SQ0. FF_1 ENTRY46T' LANN r76 SQ'FT BREEZE- NA SQ.Fr, 110,KDRIVEWAY 40I3 SOFT.TREASURELANEAICPAD12SQ'FT. 50' R1W) TRACT I WALKWAY 35 SQ,FT IMPERVIOUS• 53. t 9 UTILITY AND ACCESS RIW 1167 SQ'FT' SOD FT SQ, R1w 550 PROPOSED PMSHEO SPOT GRADE EU-VARaI4 APRON 152 SQ'FT' SIDEWALK 25O SQ'FT PER DRAINAGE PLANS FRONT25' SOD --- : 0 FT N,!\- . PROPOSED ORNNAGE FLOW kFARw t5' PROPOSED INFORMARON SHOWN 6,550 SQ.FT LOT GRADING TYPE A S Sf&E - 5.0, BASED ON SUPPLIED PLAN ORn,,WAY -"5 SO tT PROPOSED F.F. PFR PLMS 25,2' SIDE CORNER - 10' INSTRUCTIONS PER SIDEWALK 285 SQ.Fr' reT(t CLfTFT - CRUSEW& EYER -SCOTT & ASSOC, INC - 1AND SURVEYORS f41L FMT 04 UW 5400 E. LONDR IAL . COORLANDO, FL. 32807 (407)-277-3232 FAX (407)-65R-14,36 7vel WW We a" No "C Im"t w M. .Tuw t. TW V=NCD DOES HVftW (;M" "T Tt" SW,%Y REM THE WW*WM C'A YAtUKaTe"ro 81 M11 Rkukl VVIAV% 3 41% '0' W J" WTECwa% Fto 0 M4",&W D00$= WTH AW4WRT S&U. NM WAfY IS NOT YMJO AND AS PFWWM MR MftOMM ftMVjU oeiLt J. TH'S SV^ty 114 PKPARED IRO. tME We*-T" to TW $^" THERE MAY Ar MKR Mrfto"$ ccP" 1NOWWMMWKLOCATED MR_ k wt. 4& A, UW-M 0WS£ KW 7ka m pffftm %DR INE Sw 401TRT Ow Oom cwmw TO AND rwp WT a MWD UPON BY orhrp Z' C.Itmwl W. 9 WNS06 SN1. 1 FCI TW 10CAM. CF 1101ROKWHM WRCC. S.M" M07 W kWfD TO PfCONSMICT RfAft'*OT ARE SAM AnVMW OATA4 AkV ON 74C UMT SW" AS WAC OCAMW (asl} ro" V"ATOM hT SW" ARE &a = ON MC VVMCAL OA7W OF 1020, OWlew WtW S. lf"IFIVAM III AUTI" 1111111 K*, 1"1, IA =0"MI C. C' " 7 w "1.1w SCALE 1' 20'- DRAWN BY, POWT W TAWA&ICY X" w 1w As t C ER PPED 8, P A_Tr oRvvi Hu L K VMN A• M, PLOT FLAN 10- 12- 16 34 54-16 C elm 01, • amp KWK NORTH TWS & KOM/PROPERTY OM. NOI` Ur wr"w THE ESTAOUSK0 100 YEAR FLOW PLAWAS PER 7bW' ZONE 12117C 0055 F REMED PLOT PLAN 10-20- t6 MM-16 0 FMWOAWN/E(EV!5, t2-28-16 391qQ-16 RNAI/ELSYS. 04-17-17 14136-t7 GROS S. 4714 4414S W. SCR R.LS 1 4801 BP# BUILDING PERMIT min Max Ins2ectio n.. De;772tion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre pour , Lintel / Tie Beam / Fill Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final UtilijZ Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) Address: ELECTRICAL PERMIT min max InsEection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Mechanical Roug Mechanical Final N N REVISED: June 2014 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 16100005 DATE: November 07, 2016BUILDINGAPPLICATION #: 16-10000592 BUILDING PERMIT NUMBER: 16-10000592 UNIT ADDRESS: TREASURE LN 408 21-19-30-5TT-0000.0250 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC. ADDRESS: 151 SOUTHHALL LN_ #266 MAITLAND FL 32751 LAND USE: SFR TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 408 TREASURE IN / LOT 25 / SFR THORNBROOKE PH I FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit .00FIREES.UE N/A LIBRARY C07WIDE ORD .00 Sinzle Family Housin 54.00 1.000 dwl unit 54,00SCHQOSCO -WIDE ORD PARKSN Single Family Housing 5,000.00 1.000 dwl unit 51000.00A LAW ENFORCE N/A .00 DRAINAGE N/A .00 AMOUNT DUE 5,759-0000 STATEMENT (AkLRECEIVED SIGNATURE, PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER ANDENSURETIMELYPAYMENTMAYRESULTINYOURLIABILITYFORTHEFEE. DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED OR OWNER, MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 IMPACT FEESDAYSCALENDAROFTHERECEIVINGSIGNATUREDATEABOVE, BUT NOT LATER THANCERTIFICATEOFOCCUPANCYOROCCUPANCY. THE REQUEST FOR REVIEWMUSTMEETTHEREQUIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REJUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRk STRE T, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORDBUILDINGDEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. 111i11i111i1111141 R1118 1111N1 11111 glut loll 1..1u C () U 1.11 t 961, Parcel ID Number: 21-19-30-5TT-0000-02-f 0 Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. i...Ek 0 2C11L 1.1',914 j r), , il f'•: i:.ir..il •.Ln..,. !:• l., State of Florida. County of Seminole. The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I . Description of property : LOT 2, Legal Description : Thornbrooke Phase 1, according to the plat thereof, as recorded in Plat Book 79, Page 3-7, of the public records of Seminole County, Florida, Addresses : Sanford FL 2. General description of improvements : New Town Home Unit 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 Q. Fee Simple Title Holder: N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety : N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes, N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT, 11. Date Signed : fj l Signature of Owner's Agent: John Asa Wright Taylor Morrison of FI C. Sworn to and subscribed before me this by John Asa Wright who is personally known to me. 0$ 0 R"gp 212 ar'e Notary Public touetjc d1yG Q\`0p My commission expires: 6/27/19 47ESerialNo. FF209108 otary Signature: _Qy N I 0t I—/ d AA ell, V CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ c 0'- Job Address: 14f Z ='(/' ga' Historic District: YesEl No Parcel ID: A-19-30-SII-0000-OZ50 Residential U Commercial 11 Type ofWork: New Addition[] AlterationF RepairEl DemoEl Change of UseEl MoveEl Description of Work: NEV SINGLE FAMILY HOME - THQRNEBBQQK PHASE LOT NUMBER: Plan Review Contact Person: Daphne Clark Title: Phone: 40Z-257-6940 Fax: Email: daphne Perm itsPem its Permits. CQ Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE# 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: NIA Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that ttwork or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all lavh-regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application K: NOTICE-- In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal, A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value., credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signatu/of owner/Agent Date Signatu of Contractor Agent Date TAYLOR MORRISON OF FLORIDA INC JOHN ASA WRIGHT Print Owner/Agent's Nlajie-Z Print Contr ctor/ ent's Num,"' Signature of'Notaryf-'late of londa Date Sig *a-tXe otNotary-State of orida ate oAy N't Q. A, CLARK MY commisso # FF 209108 CP4RES; June 27,2019F ®R yOwner/Agent is M Per sohbnown to Me or Produced ID NIA Type of ID ei, qy f, 4* D. A. CuRK MyG0MMiSSl0N# FF209!1,r 1P EXPIRES: June 27,201c Contractor/ Agent is Yff8"PAon1'awkh6*W1WVe, or Produced ID _Na_ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingE( Electrical[ Mechanical PlumbingEr GasE] RoofE] Construction Type: Occupancy Use: ';Zls Flood Zone: X\ -5 To,(, H ED Total Sq Ft of Bldg: 13-1 Min. Occupancy Load: \14 - # of Stories: New Construction: Electric - # of Amps t SL- (z. Plumbing - # of Fixtures k Fire Sprinkler Permit: Yes Fj No #of Heads APPROVALS: ZONING: lkjkAI UTILITIES: ENGINEERING: Fire Alarm Permit: Yes [:] No [Z' WASTE WATER: COMMENTS: Ok to construct single family home with setbacks shown. BUILDING: ilfi-t(4 Revisc& June 30, 2015 Permit Application kk r CITY OF SANFORD V BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / — a '7 7 Documented Construction Value: 0- Job Address: 4M b%=l(/' 6 d4 Historic District: Yes D No 54 Parcel ID: gt-19-30-MI -0000:OZK 0 Residential [ CommercialEl Type of Work: New 0 AdditionEl AlterationEl RepairEl Demo 0 Change of UseE] Move 1:1 Description of Work: NEW SIUGLE EAMILY HQME - IHORNEBRQOK PHASE L Plan Review Contact Person: Daphne Clark Title: Phone: 4QZ-257-6940 - Fax: E - _#M -in •- 11 Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Phone: 407-629-0077 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Street: 151 SOUTHHALL LANE # 200 Phone: 407-257-6940 Fax: City, State Zip: MAITLAND FL 32751 State License No.: Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: NIA Address: Phone: Fax: E- mail: Mortgage Lender: NIA Address: CBC1257462 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that rtwork or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all lav)s4egulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5' Edition (2014) Florida Building Code Revised: June 30,2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued, OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Z 01 Signatur f Owner/Agent Date Signatu`6f Contractor/Agent Date TAYLOR MORRISON OF FLORIDA INC JOHN ASA WRIGHT Print Owner/Ago , ZN Print A Signature of Notaryf*-%te of Florida Date ' I Sigta-Xe otNotary-State of Florida f)ate ov" .14114tl' D,A,LIARK "Ioftyp% t MY COMMISSION # FF 209108 ogD. A. CLARK EXPIRES: June 27,2019 * My COMMISSION # FF 20WIC Budget NOWY Sarykes 0" EXPIRES: June 27,2019 Owner/ Agent is _yE& Persokftlftnown to Me or Contractor/Agent is YES6Mrsona*T?,h"iR6-'Me, or Produced ID N/A Type of ID Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingE] Electrical[] Mechanical[] PlumbingF] Gas F] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes R No R #of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: YesF] NOE] UTILITIES: WASTE WATER: am BUILDING: Revised: June 30,2015 Permit Application 0 - Application for Right -of -Way Use OR [L),, for Driveway, Walkway & Landscapl 1877 — Department of Planning & Development Services W,astnfordftqQv 300 North Park Avenue, Sanford, Florida 32771 Phone: 407,W,5140 Fax: 407-688,5141 1 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested Information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. 151 x"W who" below. Call before you dig, 1. Project Location/Address: 2, Proposed Activity, 'ki Driveway 171 Walkway El Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4, Brief Description of Work: oWIWA A Y A 'M AIA W SM Prop" Owner Signature: Address: Phone; 4*Zr7_-1P_% Fax 111XIZ6. Maintenance Responsibilities/indemnification The Requester, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requester may, with written City authorization, remove said installationtimprove-ment fully restoring the right-of-way to its previous condition, In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate andlor repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way, If the Requester does not continuously maintain the improve- ment and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate n,)tirA,,, restore the area to its previous condition at the RequesWs expense and, if necessary, file alien on the Requesters property to recover costs of restoration. To the fullest extent permitted by law. Requestor agrees to defend. Indemnify, and hold harmless the City, its councilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person of properly, and the costs and expenses Incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way, I have read and unide d the above statement and by signing this application I agree to its terms. I hereby understand and a y all city fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: This permit shall be posted on the site during construction. Please call 407.688.6080, Ext. 540124 hours In advance to schedule a pro -pour Inspection, Pre -pour Inspection by: Saptem4ar2QIQ POW I i- A Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: I Project Name: Project Address: ko z Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This TuglPre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector, 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power, 8. TUG approval is for service and outside GFCl outlets only. 9. Check with the local jurisdiction for fees associated with tugs. AS t, L"4ki Print Name of Own ehint Kgnature of OwnorlTep6t Print Name of Gen CoAnctor Signature of Gen, Ceti 'or Gen. Contractor License # A M , (I .1p Print Name of El. Contractor Signature f El. Contractor E.,QQPQ ew El. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: 'o Progress Energy o Florida Power and Light on Rev. 4/20/07) SCPA Parcel View: 21-19-30-5'TT-0000-0250 http://parceldetail.scpafl,org/ParcelDetaillnfo.aspx?PID=2119' )05T.. PropqEly Record Card CIA I&& Parcel: 21-19-30-5TT-0000-0250 Owner: TAYLOR MORRISON OF FL INC ock"",t rmProperty Address: 408 TREASURE LN SANFORD, FL 32771 Parcel Information Value Summary Parcel 21-19-30-5TT-0000-0250 2017 Working 2016 Certified Values Values Owner TAYLOR MORRISON OF FL INC Valuation Method Cost/Market Cost/Market Property Address 408 TREASURE UN SANFORD, FL 32771 Number of Buildings 0 0 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Depreciated Bldg Value Subdvision Name ThQRN@RgQ.K H 1 Depreciated EXFT Value Tax District Sl-SANFORD Land Value (Market) 48,500 48,500 DOR Use Code 00-VACANT RESIDENTIAL Land Value Ag Exemptions lust/Market Value 48,500 48,500 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 650 P&G Adj 0 0 C)i C> Assessed Value $48,500 Tax Amount without SOH: $964.08 47,850 ZQj§-TqKBill Amount $964.08 120 TaxEstimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Seminole County GIS Legal Description LOT 25 THORNBROOKEPHASE 1 PB 79 PGS 3 TO 7 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value Schools 48,500 0 48,500 City Sanford 48, 500 0 48,500 SJWM(Saint Johns Water Management) 48,500 0 48,500 County Bonds 48, 500 0 48,500 County General Fund 48,500 0 48,500 Sales Description Date Book Page Amount Qualified VaclImp No Sales Find Comparvbk Sake Land Method Frontage Depth Units Units Price Land Value LOT 1 48, 500,00 48,500 Building Information Permits Permit Description Agency Amount CO Date No Permits Permit Date I of 2 1 ]/1 /2016 12:22 PM SCPA Parcel View: 21-19-30-5'rT-0000-0250 http://pareeldetail.scpafl.org/ParcelDetaillnfo.aspx?PlD=21193051.. Extra Features Description Year Built Units Value New Cost No Extra Features 2 of 2 11/1/2016 12:22 PM ERE8YNAME AND APPOINT: Daphne Clark, Gustav Botes, Jennifer White, KarenMcAdams, Alison Perroth, Anth2ny Perrofti EACH ANAGENT OF: TO8EMYLAWFUL ATTORNEY | NFACT TOACT FOR MEAND APPLY TO THE BUILDING DEPARTMENT OF: 5M3'rov—, ckrj FOR ABUILDING PERMIT FOR WORK TOBEPERFORMED AT LOT NUMBER IM AND TOSIGN MYNAME AND DOALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. CQLNTLAQTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument wadacknowl ged before me this: BY: 4JOHASA RTGHT Who ispersonally known wmmand did not take an oath. STATE OfFLORIDA COUNTY OFORANGE. \ NAME: Kimberly Carter NyCommission # FF229021 My Commission Expires 9f7/ 2( REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit # 16-2929 Address: 408 Treasure Lane Lot 25 BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Ins ection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Min Max Inspection Description 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final MR' W'10'1/" , 190,11W Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final REVISED: June 2014 Permit #: 16- 2929 Address: 408 Treasure Lane Lot 25 Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 1 Number of Bathrooms: 2 Square Footage: 2737 Plumbing Fixtures: 16 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 14 2016 Residential Permit Fee Calculation Form Effective February 2016 - August 2016 BP# 16-2929 408 Treasure Lane Type of Construction: N VS SQUARE FOOTAGE OF RESIDENCE 1,11,'SS GARAGE SQUARE FOOTAGE OF GARAGE ONLY: Lot 25 I 22771square feet I I 4601square feet = SQUARE FOOTAGE OF GARAGE AND RESIDENCE: I 27371square feet Dollar Valuation of Work: E- $277,033.85] State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees 85.061 1,979.2 25.00 831.101 2,920.401 Plumbing Fixture Calculation 16-2929 408 Treasure Lane Lot 25 Bath Tubs 1 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 2 Laundry Tubs Water Heaters 1 Lavatories 3 Water Piping 1 Pool Piping Water Softener Showers 1 Total Plumbing Fixtures - 16 oil0 R5 %0-4877-1 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphnePpermitspermitspermits.com Property Address: 408 Treasure Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-5TT-0000-0250 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: 110W New structure Existing Structure (pre-2007 FIRM adoption) F-1 Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) It Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: F-1 The parcel is in the: El floodplain Elfloodway F--1 A portion of the parcel is in the: El floodplain El floodway 1101 The parcel is not in the: FEW floodplain F-1floodway El The structure is in the: Ofloodplain Elfloodway El The structure is not in the: E] floodplain 0 floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 16-2929 Reviewed by: Michael Cash, CFM Date: November 1, 2016 R 1:1C FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot25ThombrookeStantonMEGLE Builder Name: Taylor Morrison Street: 404f r4ivtwie Permit Office: City, State, Zip. FL , Permit N urnber: 2 9 29Owner: Jurisdiction: 91lo06 ASNFORDIV, Design Location: FL, Orlando County,: Seminole (Florida Climate Zone 1. New construction or existing New (From Plans) 9, Wall Types (1988.0 sqft.) Insulation rea 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4,1 1675.30 ft2 b. Frame - Wood, Adjacent R=1 3.0 312.67 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d, N/A R= ft2 10, Ceiling Types (2165,0 sqft.) Insulation Area 5. Is this a worst case? No a, Under Attic (Vented) R=30.0 2120,00 ft2 6. Conditioned floor area above grade (ft2) 2055 b. Knee Wall (Vented) R=30.0 45.00 ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(305,8 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 411 a. U-Factor: Dbl, U=034 157.06 ft2 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.58 120,00 f12 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0,32 a. Central Unit 43.5 SEER:15.50 c. U-Factor: Dbl, U=0.34 22.75 ft2 SHGC: SHGC=0.26 13. Heating systems kBtu/hr Efficiency d. U-Factor: other (see details) 6.00 ft2 a. Electric Heat Pump 43.5 HSPF:9.00 SHGC: other (see details) Area Weighted Average Overhang Depth: 4263 ft. Area Weighted Average SHGC: 0299 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2055.0 sqft,) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 2055.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/ Floor Area: 0.149 Total Proposed Modified Loads: 58.88 PASS Total Baseline Loads: 59.24 1 hereby certify that the plans and specifications covered by Review of the plans and 0M S7,47, this calculation are in compliance with the Florida Energy specifications covered by this 4 Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: 10/11/16 this building will be inspected for hi compliance with Section 553.9108 I hereby certify that this building, as designed, is in compliance Florida Statutes. 0 withtheFloridaEnergyCode. W'E OWNER/ E BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 10/ 11/2016 3:51 PM EnergyGauge() USA - FlaRes2014 Section R405,4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Lot25ThornbrookeStantonME Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2055 Lot # Owner: Total Stories: 1 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Taylor Morrison Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Family Type: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V/ Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL—ORLANDO—INTL—AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2055 19933.5 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 2055 19933.5 Yes 4 3 1 Yes Yes Yes FLOORS v# Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 179.5 ft 0 2055 ft2 ---- 0.49 0 0.51 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 2371 ft' 530 ft2 Medium 0.85 N 0.85 No 0 26.6 ATTIC V/# IRCCTypeVentilationVentRatio (1 in) Area RBS 1 Full attic Vented 300 2120 ft2 N N CEILING v# Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Knee Wall (Vented) Main 30 Batt 18 ft2 0,11 Wood 2 Knee Wall (Vented) Main 30 Batt 27 W 0,11 Wood 3 Under Attic (Vented) Main 30 Blown 2120 ft2 0.11 Wood 10111/2016 3:51 PM EnergyGauge(p) USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V # Ornt To Wall Type Space R-Value Ft In Ft In Area R-Value Fraction Absor. Grade% 1 N Exterior Concrete Block - Int Insul Main 4.1 66 6 9 4 620,7 ft2 0 0 0,6 0 2 E Exterior Concrete Block - Int Insul Main 4.1 19 6 9 4 182,0 ft2 0 0 0.6 0 3 S Exterior Concrete Block - Int Insul Main 4.1 53 6 9 4 499.3 W 0 0 0.6 0 4 W Exterior Concrete Block - Int Insul Main 4.1 40 0 9 4 373.3 ft' 0 0 0.6 0 5 Garage Frame - Wood Main 13 33 6 9 4 312.7 ft2 0 0,23 0.01 0 DOORS V# Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 Wood Main None 25 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Pronnqpri orientation. Wall Overhang V Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening I n 1 Vinyl Low-E Double Yes 0,34 0.29 64.8 111 1 ft0in 1 ft0in Drapes/blinds None 2 e 2 Vinyl Low-E Double Yes 0.58 0.32 24.0 ft' 8 ft 8 in 3 ft 10 in None None 3 e 2 Vinyl Low-E Double Yes 0.34 0.26 22.8 ft2 1 ft 0 in 2 ft 3 in Drapes/blinds None 4 e 2 Vinyl Low-E Double Yes 0.37 0.28 6,0 ft' 8 ft 8 in 1 ft 3 in None None 5 S 3 Vinyl Low-E Double Yes 0.34 0.29 11.4 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 S 3 Vinyl Low-E Double Yes 0,34 0.29 32.4 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 7 w 4 Vinyl Low-E Double Yes 0.34 0,29 48.6 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 8 W 4 Vinyl Low-E Double Yes 0.58 0.32 96.0 W 9 ft 0 in 0 ft 0 in None None GARAGE Vft Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 460 ft2 384 ft2 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000308 1661.1 91,19 171.5 225 5 HEATING SYSTEM V# System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 43.5 kBtu/hr I sys#1 10/11/2016 3:51 PM EnergyGaugeCR) USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3of4 Well X HE ON ON COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15,543.5 kBtu/hr cfm 0,75 1 sys#1 HOT WATER SYSTEM V 9 System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert Company Name System Model ff Collector Model ft Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC ft ft Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 411 ft2 Attic 102.75 Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Feb Mar Apr May Jun Jul AuepOctNovA0 Dec He H Jan FebH MarM J Apr j May Jun JulgI Xj n Aug9 Sep11 Oct NovN Dec Ve Jan Feb X Mar Apr May Jun Jul Au Sep Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 10/1112016 3:51 PM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 7, Windows- Description a, U-Factor: Dbl, U=0.34 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.32 c. U-Factor: Dbl, U=034 SHGC: SHGC=0.26 d. U-Factor: other (see details) SHGC: other (see details) Area Weighted Average Overhang Depth: Area Weighted Average SHGC: I , FL, New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=41 1675.30 ft2 b. Frame - Wood, Adjacent R=13.0 312.67 ft2 1 c, N/A R= ft2 3 d. N/A R= ft2 10, Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 2120.00 ft2 2055 b. Knee Wall (Vented) R=30.0 45.00 W Area c. N/A R= ft2 157-06 ft2 11. Ducts R f(2 a. Sup: Attic, Ret: Attic, AH: Main 6 411 120.00 ft2 12. Cooling systems kBtu/hr Efficiency 22.75 ft2 a, Central Unit 43.5 SEER:15.50 6,00 ft2 4,263 ft. 0.299 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 2055.00 ft2 b, N/A R= ft2 c. N/A R= ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15, Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above enerqy saving features which will be installed (or exceeded) in this home before final inspec GlithenyMse, a new EPL Display Card will be completed based on installed Code co at s. Builder Signature: Date: Address of New Home: City/FL Zi kBtu/hr Efficiency 43.5 HSPF:9.00 Cap: 50 gallons EF: 0.95 Pstat 01,TliE STgTO LERn. -a __ - , - W-. I'M, N Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 10/11/2016 3:51 PM EnergyGaugeO USA - FIaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot25ThornbrookeStantonMEGLE Builder Name: Taylor Morrison Street: Permit Office: City, State, Zip: FL , Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando CRITERIA CHECKCOMPONENT Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 10/11/2016 3:52 PM EnergyGaugeV USA - FI@Res2014 Section R405.4,1 Compliant Software Page 1 of 1 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include 0 This checklist 0 A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio, and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (I page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). 0 Energy Performance Level (EPL) Display Card (one page) 0 Mandatory Requirements(three pages) Required prior to CO for the Performance Method: 0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) 0 A completed Envelope Leakage Test Report(usually one page) 0 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 10/11/2016 3:51:23 PM EnergyGaugeO - USRCSB v5.1 Page 1 of I FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot25ThornbrookeStantonMEGLE Builder Name: Taylor Morrison Street: Permit Office: City, State, Zip: FL , Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 2055 sq.ft, Cond. Volume: 19934 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): Single or Multi Point Test Data HOUSE PRESSURE FLOW: ELA: EqLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w,g. (50 Pascals), Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures: 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed, 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2, SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 10/11/2016 3:52 PM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 wrightsoftA Manual S Compliance Report Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FIL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DE[.-AIR.COM For: Taylor Morrison Job: Lot25ThombrookeStant Date: 11/8/12 By: GCR Outdoor design DB: 92.4°F Sensible gain: 33968 Btuh Entering coil DB: 78.0°F Outdoor design WB: 76.3°F Latent gain: 5262 Btuh Entering coil WB: 64.0°F Indoor design DB: 75.0°F Total gain: 39230 Btuh Indoor RH: 50% Estimated airflow: 1450 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH P Manufacturer: Lennox Model: 14HPX-042-230-19+CBX27UH-042-230*++TDR Actual airflow: 1450 cfm Sensible capacity: 34292 Btuh 101% of load Latent capacity: 6268 Btuh 119% of load Total capacity: 40560 Btuh 103% of load SH R: 85% Heating Equipment Design Conditions Outdoor design DB: 41.9°F Heat loss: 30490 Btuh Entering coil DB: 69.0°F Indoor design DB: 70.00F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-042-230-19+CBX27UH-042-230*++TDR Actual airflow: 1450 cfm Output capacity: 39389 Btuh 129% of load Capacity balance: 33 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1450 cfm Output capacity: 8.9 kW 100% of load Temp. rise: 51 OF The above equipment was selected in accordance with ACCA Manual S. Z + wrightsoft, Right-SuileO Universal 2017 17 OM RSU24011 2016-Oct - 11 15 56,17 C-'k Page I keStantonMEGLE Lot25ThornbrookeStanionMEGI-E rup Cale MJ8 HOUSe faces: F wrightsoft- Component Constructions Entire House DEL -AIR HEATING & AIR CONDITIONING 531 COD1$CO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEI--AIR.COM For: Taylor Morrison Orlando Intl AP, FL, US Elevation: 105 ft Latitude: 28ON Outdoor: Dry bulb (OF) Daily range (OF) Wet bulb (OF) Wind speed (mph) ction descriptions Indoor: Indoor temperature (OF) Design TD (OF) Relative humidity Heating Cooling Moisture difference (gr/lb) 42 92 Infiltration: 17 ( M) Method 76 Construction quality 15.0 7.5 Fireplaces Walls 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 6" thk 16B-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins Partitions Job: Lot25ThornbrookeStant Date: 11/8/12 By: GCR Heating Cooling 70 75 28 17 30 50 1.3 46.6 Simplified Average 0 Or Area U-value Insul R Htg HTM Loss Cig HTM Gain t, Btuh/ttl 'F 11-F/81uh Btuh/tt, Btu h Stuh/ft' Btuh n 554 0.201 0 5.65 3127 4.29 2376 e 129 0.201 0 5,65 726 4.29 552 s 454 0,201 0 5.65 2563 4.29 1947 W 227 0.201 0 5.65 1285 4.29 976 all 1364 0.201 0 5,65 7701 4.29 5851 s 20 0,032 30.0 0.90 18 1.73 35 sw 28 0.032 30.0 0.90 25 1.73 48 all 48 0M2 30.0 0.90 43 1,73 83 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int 294 0M1 13.0 2.56 751 1.42 416 fnsh, 2"x4"wood frm, 16" o,c. stud Windows 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, n 65 0.340 0 9.55 619 10.2 664 1/8" thk; NFRC rated (SHGC=0.29),50% drapes, medium, 1 ft s 11 0340 0 9.55 109 10.5 119 overhang (5.25 ft window ht, 1 ft sep.); 6.67 ft head ht s 32 0.340 0 9.55 309 10.5 339 w 49 0.340 0 9,55 464 28.8 1396 all 157 0,340 0 9.55 1501 16,0 2519 1OC-v: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, e 24 0.580 0 16,3 391 21.5 516 1/8" thk; NFRC rated (SHGC=0.32); 8,67 ft overhang (8 ft window ht, 3.83 It sep); 6,67 It head ht 2A-2ov: 2-,glazing, clr outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, e 23 0340 0 9.55 217 26.4 600 1/8" thk; NFRC rated (SHGC=0.26); 50% drapes, mediurn; 1 ft overhang (5.25 ft window ht, 2.25 It sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, e 6 0.370 0 10.4 62 12.3 74 1/8" thk; NFRC rated (SHGC=0.28), 8.67 ft overhang (2 ft window ht, 1,25 ft sep,); 6.67 ft head ht 2A-2ovd: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" w 96 0.580 0 163 1565 18.4 1765 gap, 1/8" thk; NFRC rated (SHGC=0.32); 9 ft overhang (8 ft window ht, 0 ft sep.); 6,67 ft head ht Doors 11 DO: Door, wd sc type n 18 0.390 0 11.0 195 11,9 211 2016-Oct 11 15 56 17wrightSOft' Right-SuiteO Universal 2017 17 0 03 RSU24011 Page I keStan(onMEGLE\Lot25TIiornbrookeStantonMECLE rup Cale = MJ8 House [aces E Ceilings 1613-30ad: Attic ceiling, asphalt shingles root mat, r-30 ceil ins, 1/2" 2120 0,032 30.0 0.90 1906 1,73 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 180 0.989 0 27.8 4988 0 3660 wrightsoft' Righ( SLAteO Universal 2017 17,0,03 RSU24011 2016-00-11 15.5617 Page 2 keS(anlonMEGLE\Lol25-1 hornbrookeSlanlonMEGLF rup Cale = MJ8 House faces: E wrightsoft' Project Summary Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.CQM For: Taylor Morrison Notes: RVSD 1/28/16 JA LS 6/10/16 JA LS 6/24/16 JA LS 10/11/16 JA Job: LoMThombrookeStant... Date: 11/8/12 By: GCR Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Inside db 70 IF Design TD 28 OF Heating Summary Structure 22606 Btuh Ducts 7884 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 30490 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (ft2) 2055 2055 Volume (ft3) 20004 20004 Air changes/hour 0.32 0.16 Equiv. AVF (cfm) 107 53 Heating Equipment Summary Make Lennox Trade MERIT Model 14HPX-042-230-19 AHRI ref 7045034 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 9 HSPF 43500 Btuh @ 471F 27 OF 1450 cfm 0.048 cfm/Btuh 0.30 in H2O Outside db 92 OF Inside db 75 IF Design TD 17 IF Daily range M Relative humidity 50 Moisture difference 47 gr/lb Sensible Cooling Equipment Load Sizing Structure 21634 Btuh Ducts 12334 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 33968 Btuh Latent Cooling Equipment Load Sizing Structure 2684 Btuh Ducts 2578 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 5262 Btuh Equipment total load 39230 Btuh Req. total capacity at 0.75 SHR 3.8 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-042-230-19 Coil CBX27UH-042-230*++TDR AHRI ref 7045034 Efficiency 110 EER, 15.5 SEER Sensible cooling 32625 Btuh Latent cooling 10875 Btuh Total cooling 43500 Btuh Actual air flow 1450 cfm Air flow factor 0.043 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4 + wriightSOft' Rght-SuiteO Universal 2017 t7 0,03 RSU24011 2016-00-11 15i56A7 Z,K , keSlan(onMEGl_E\Lol25Thornbr , ookeStantonMEGLE rup Calc = MJ8 House faces F Page I wrightsoft• Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL32771 hone: 407-333-2665Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot25ThornbrookeStanton M... Date: 11/8/12 By: GCR 1 Room name Entire House ms suite 2 Exposed wall 179.5 It 39.5 It 3 Room height 9.7 It 9.3 It heat/cool 4 Roam dimensions 17.5 x 14.0 It 5 Roam area 2054.5 ft' 245.0 ft2 Ty Construction U-value Or HTM Area (ftz) Load Area (ft2) Load number 6tuh/ft2-°F) Btuh IV) or perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-20cs 0.201 n` 5.65 4.29 618 564 3127 2376 74 74 420 319 0. 340 n ._--. 9 55 u10.25 a6 5 0 6 0 Vh 13A- 2ocs 0.201 a 5.65 4.29 181 129 726 552 0 0 0 0 10C- v 0.580 a 16.30 21.51 24 20 391 516 0 0 0 0 11 2A-2ov 0.340 e 9.55 26.39 23 0 217 600 0 0 0 0 2A- 2ov 0.370 e 10,40 12.30 6 12 62 74 0 0 0 0 13A- 2ocs' 0.201 s 5.65 4.29 498 454 2563 1947 130 130 735 559 2A- 2ov 0.340 s 9.55 10.49 11 19 109 119 0 0 0 0 2A- 24-,. 40s 9 49 32, 4. 0 0 W 16B-30ad 0.032 s 0.90 1.73 20 20 18 35 0 0 0 0 16B- 30ad t).p32 swi 0.90 1.73 28 28 25 48 8 28 25 48', 13A- 2ocs 0.201 w 5.65 4.29 372 227 1285 976 163 114 645 490 2A- 2ov 0.340 w 9.55 28.75 49 0 464 1396 49 0 464 1396 2A- 2ovd 0.58p w 16.3p 18.38 96 179 1565 1765 0 0 0 0' sw 318 W 00 P11600,390 n 10.96 11,88 8 195 2111 0 0 0 C 16B-30ad 0.032 0.90 1.73 2120 2120 1906 3660 245 245 220 423' F, 22A-tpl r 0. 989 27.79 0.00 ... 2055 180 4988 0 245 4,0 109,80 6 c) AED excursion 1973 568 Envelope loss/gain 19321 17667 3608 3804 12 a) Infiltration 3285 1017 756 234 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 1 230 Appliances/ other 1800 0 Subtotal ( lines 6 to 13) 22606 21634 4364 4268 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22606 21634 4364 4268 15 Duct loads 1 35% 57% 7884 12334 35% 1 57% 1522 1 2433 Total room load 30490 33968 1 5886 6701 Air required (cfm) 1450 1450 280 286 Calculations apgroved by ACCA to meet all requirements of Manual J 8th Ed. 4 Q wrightsoft` Right-SuiteO Universal 2017 17 0 03 RSU24011 2016-Oct-11 1 Page i keSlantonMEGLE, Lot25ThornbrookeStantonMEGLE rup Calc = MJ8 House faces E wrightsoft, Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot25Thorn b too keStanton M Date: 11/8/12 By: GCR 1 Room name ms we ms bth 2 Exposed wall 0 If 12,5 it 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 5.5 x 5.0 It 1.0 x 172.5 It 5 Room area 27.5 02 172.5 ft2 Ty Construction U-value Or HTM Area (w) Load Area (w) Load number Btuh/I I 2_°F) Btuh f12) or perimeter ft) Bt h) or perimeter (it) Btuh) Heat cool Gross N/P/S Heat cool Gross N/P/S Float cool 6 13A-2ocs 0.201 n 5.65 4,29 0 0 0 0 0 0 0 0 2oy_ ,, 0,349 n_ jq.25, 0 0 0 0 0 0 I 3A-2ocs 0.201 e 5.65 4.29 0 0 0 0 0 b 0 0 0 0 I0C_v 0.580 e 16.30 21,51 0 0 0 0 0 0 0 0 11 2A -20V 0,340 e 9.55 26.39 0 0 0 0 0 0 0 0 2A-2ov 0,370 e 10.40 I2.30 0 0 0 0 0 0 0 0 13A4ocs 6,201 s 5.65 4.29 0 0 0 0 116 105 592 450 2A-2ov 0,340 s 9,55 10.49 0 0 0 0 11 10 109 119 2A -DV 0 , 340 s 5 5, 10A9 0 0 0 0 0 0 W i 168-30ad 0.032 s OM 133 0 0 0 0 0 0 0 0 W 10B- 3,ad', ad Q.QU sw 0,90 1,73 0 0 0 0 0 0 0 0 13A-2ocs 0.201 w 5.65 4.29 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9,55 28.75 0 0 0 0 0 0 0 0 2A-2ovd 0,580 w 1630 18.38 0 0 0 0 0 0 0 0 ae 0 6 6 0 0 0 0 0 L-0 1100, 0,390 n 10,96 11,88 0 0 0 0 0 0 0 0 C 16B30ad 0,032 0.90 1,73 28 28 25 47 173 173 155 298 F 22A40 0.989 27.79 O.00 0 0 0 173 13 347 0 61 c) AED excursion =3 37 1 Envelope loss/gain I 25i 451 1204 830 12 a) Infiltration 0 01 222 691b) Room ventilation 0 0 1 0 0 13 Internal gains: Occupants @ 230 0 0 0 01 Appliances/other 0 0 Subtotal (lines 6 to 13) 25 45 1426 899 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 25 45 1426 899 15 1 Duct loads 1 351/61 571% 9 26 35% 571% 4971 512 1 Total room load 33 71 1923 141 1 1Airrequired (cfm) 2 3 91 60 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vvrightsq:)ift* Right-SuiteO Universal 2017 17 0 03 RSU24011 2016-Oct - 11 15 56 17 keS[antoriMEGLEi'Lot25TIiornbrookeStantoriMEGLE run Gaic MJ8 House faces E Page 2 wrightsoft, Right-JO Worksheet Entire House DEL -AIR HEATING & AIR QPNDITIONINq531CODISCOWAY, SANFORD, FL32771 hone: 407-333-2665 ax: 407-333-3853 Web: WWW.DEL-AIR,COM Job: Lot25Th ornbrookeStanton M Date: 11/8/12 By: GCR 1 Room name ms wic bdrm 2 2 Exposed wall 0 It 10.5 It 3 Room height 9.3 If heat/cool 9.3 It heat/cool 4 Room dimensions 3.5 x 12.5 It 14.0 x 10.5 It 5 Room area 43,8 W 147O fP Ty Construction U-value Or HTM Area (ft2) Load Area (IP) Load number BtutVftl-'F) Bt ft?) I or perimeter (h) B( h) I or perimeter (h) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 13A-2ocs 6.201 n 5.65 4.29 0 0 0 0 0 0 0 0 2A-toy_ i, 0, 40 M25 Q 0 0 0 0 0 A 1 3A-2ocs 0.201 e 5.65 4.29 0 0 0 0 0 0 0 11- 0 1 OC-v 0.580 e 16.30 21.51 0 0 0 0 0 0 0 0 11 2A,2ov 0,340 e 9.55 26.39 0 0 0 0 0 0 0 0 2A-2ov 0.370 e 10.40 12.30 0 0 0 0 0 0 0 0 0.201 s SAS 4.29 0 0 0 0 98 81 460 350T13A-2ocs 2A-2ov 0,340 s 9,55 10.49 0 0 0 0 0 0 0 0 w Is 1" 9,55 10.49 0 0 0 14 155 170 W 160-30ad 0.032 s 0.90 1.73 0 0 0 0 0 0 0 0 W, 16,191-3 0.(= sw A90 1.73 Q 0 0 0 0 0 0 Q 13A-2ocs 0.201 w 5.65 4.29 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.55 28.75 0 0 0 0 0 0 0 0 2A -2ovd 0.580 w 16.30 18.38 0 0 0 0 0 0 0 0 Z56 ill I, I2 1 0 0 0 0 0 0 0 1160 0,390 n M96 1,: 4 88 0 0 0 0 0 0 O 0 C 16B-30ad 0.032 0,90 1.73 44 44 39 76 147 147 132 254 F 22A'tpI 0,989 27.79 0.00 44 0 0 0 147 11 292 0 6 c) AED excursion 4 26 Envelope loss/gain 39 71 1039 747 12 a) Infiltration 0 0 187 58 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 39 71 1226 805 Less external load 0 0 0 0 Less transfer 0 0 0 0 Reclistribulion 0 0 0 0 14 Subtotal 39 71 1226 805 15 Duct loads 351% 57% 14 41 351% 571% 427 459 Total room load 53 112 1653 1264 Air required (cfm) 31 51 79 54 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed vvrightsoft, Right -Suited Universal 2017 17 03 RSU24011 2016-Oct-11 15,56 17 0 Page 3 keSt anton MEG LE\Lot 25T I iornbrookeSl ant onM EGL E rup Calc -_ MJ8 House faces E wrightsoft, Right-JIS Worksheet Entire House DEL -AIR HEATING & AIR r0NnlTl0NlKlr. 531 GOD15GO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3653 Web: WWW.DEL-AIR.COM Job: Lot25Thornb rookeStanton M Date: 11/8/12 By: GCR I Room name bth 2 bdrm 3 2 Exposed wall 0 It 10.5 it 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 5.5 x 8.0 It 14.0 x 10.5 It 5 Room area 44,0 111 147.0 W Ty Construction U-value Or HTM Area (w) Load Area (ft2) Load number I3tuh/W-*F) Btuh/ft2) or perimeter (It) Btuh) or perimeter (f t) 131uh) Heat Cool Gross N/P/S Heat cool Gross I N/P/S Heat- Cool 6 13A-2ocs 0.201 n 5.65 429 0 0 0 0 0 0 0 0 Q'w n 5 10 25 0 0 0 Q 0 I 3A-2ocs 0,201 e 5.65 4.29 0 0 0 6 0 0 0 0 0 10C_v 0,580 e 16.30 21.51 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 e 9.55 26.39 0 0 0 0 0 0 0 0 2A-2ov 0,370 e 10.40 12.30 0 0 0 0 0 0 0 0 I'3A-26cs 0.201 s 5.65 4,29 0 0 0 0 98 81 460 350 2A-2ov 0,340 s 9.55 10,49 0 0 0 0 0 0 0 0 2tk-,2QY ... 0.340 s 9.55 10,49 0 0 0 0 16 14 155 170 w 16B-30ad 0.032 s 0.90 1.73 0 0 0 0 0 6 0 0 W1111-1111 J 0.032 sw OM 1.73 0 0 Q 0 0 0 0 13A-2ocs 0.201 w 5.65 4.29 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.55 28.75 0 0 0 0 0 0 0 0 2A-2ovd 0,580 w 16-30 18.38 0 0 0 0 0 0 0 0 oml 2.56 1A'2 0 0 0 6 mo 130 333 ia4L-D 1160 , 0,390 n M96 11.88 0 0 0 0 0 0 0 0 C 16B -30ad 0,032 OM 1,73 44 44 40 76 147 147 132 254 0.989 27.79 OM 44 0 0 it 292 0 6 c) AED excursion -4 -36 Envelope loss/gain 40j 72j 1372 921 12 a) Infiltration 0 01 1871 58 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 40 72 15581 979 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 40 72 1558 979 15 Duct loads 1 35% 57% 14 41 35%1 571% 544 5581 Total room Iaad 53 113 2102 1537 Air required (cfm) 3 5 100 66 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 44F. wrightsoft- 2016-Oct-11 15 56 17 Right-SuileO Universal 2017 17.0 03 RSU24011 Page 4 keS(antonMEGLE\I-o(25ThorribrookeStantofiMECLE rut) Cale -- MJ8 House (,aces E wrightsoft, Right -JCS Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY. SANFORD, FL 32771 one: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM Job: Lot25Th o rn b roo keStan ton M Date: 11/8/12 By: GCR I Room name laundry great rm 2 Exposed wall 0 It 36.5 It 3 Room height 9.3 It heat/cool 10.5 It heat/cool 4 Room dimensions 6.5 x 6.5 It 1.0 x 299.0 It 5 Room area 42.3 ft2 299.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (w) Load number Btuh/ftl-'F) Bt It2) or perimeter (ft) Btuh) or perimeter Ill) Btuh) Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 VL_13A-2ocs 0201 n 5.65 4.29 0 0 0 0 130 130 735 589 G 2A-2qv, n. 9.55 10.25 0. 0 0 0 0_ 0 0 I 3A-2ocs 0.201 e 5.65 4.29 0 0 0 0 0 0 6 6 0 10C-v 0.580 e 16.30 21.51 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 e 9.55 26.39 0 0 0 0 0 0 0 0 2A -2ov 0.370 e 10.40 12.30 0 0 0 0 0 0 0 13A-2ocs 0.201 s 5.65 4.4 0 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 9,55 10.49 0 0 0 0 0 0 0 0 2A-2ov 0.340 s, 9,55 10,49 0 0 0 0 0 W 16B-36ad 0.032 s OM 1.73 0 0 0 0 0 0 0 0 W, I 6R-30ad 0.032 sw 0.90 J0 0 0 0 0 13A-2ocs 0.201 w 5.65 4.29 0 9 0 0 0 0 209 113 640 486 2A-2ov 0340 w 9.55 2875 0 01 0 0 0 0 0 0 2A-2ovd M80 w M 16838 110 9 0 96 90 1%5 1765 R 12 1C- 1 01sw01091 2.56 1 , .421- 60 0 0 0 0 L-- n iinn n ion n in QA 1i An iR iA jar 211 A n n A 38 73 325 325 292 561 0 0 299 317 1014 0 6 c) AED excursion 51 1786 Envelope loss/gain 342 293 42461 5156 12 a) Infiltration 0 0 649 201 b) jRoom ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 01 3 690 Appliances/ other 600 0 Subtotal ( lines 6 to 13) 342 893 4895 60471 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 342 893 4895 6047 15 Duct loads 35% 57% 119 509 3 5%. 1 57*/* 1707 3447 Total room toad 461 1403 1 6603 9494 Air 22 601 314 405 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vvrightsc3ift- Right-Sui(eO Universal 2017 17.0.03 RSU24011 2016-00-11 15:56:17 Page 5 keStantonMEGLE\ Lot25ThornbrookeStantonMEGLE.rup Calc = MJ8 House laces E wrightsoft, Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407333-3853 Web: WWW.DEL-AIR.COM Job: Lot25Thorn b rookeStanton M Date: 11/8/12 By: GCR 1 Room name kitchen brkfst 2 Exposed wall 11,5 It 9.0 It 3 Room height 10.5 If heat/cool 10.5 If heat/cool 4 5 Room dimensions Room area 20,5 x M5 If 235.8 It? 1.0 x 218.8 It 218.8 ft2 Ty Construction U-value Or HTM Area (w) Load Area (ft2) Load number Btuh/ftl-'F) B( fv) I or perimeter (II) Eft h) I or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 yt 13A-20cs 0.201 n 5,65 4.29 107 107 604 459 84 51 1 290 220 aQ, 0_ 9.$5 4 0'' 0 0 32_ 320Q 0 10C-V 0.580 e 16,30 21.51 0 0 0 0 0 0 0 0 1 2A-2ov 0.340 e 9.55 26.39 0 0 0 0 0 0 0 0 2A1-2qv1 0!370 e 10.40 1230 0 01 01 01 01 01 0 T 14.29013A-2ocs 0.201 s 5,65 4 0 0 0 0 0 0 0 2A-2ov 0.340 s 9.55 1 4909 l 0l 0 0 0 0 0 0 PA 2av n-un q r, 51AP 10 lPi n n n n n In n n W 168-30acl 01.032 s 0.90 1.73 0 0 0 0 0 0 0 160,400d, I 'll I I'll, 1111141MR 1W 1 0,90 t73 0, 0 0 0 0 VL 13A-2ocs 0,201 w 5.65 429 0 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.55 28.75 0 0 0 0 0 0 0 0 2A-2ovd O.580 w 16-30 18.3 0 0 0 0 0 0 0 0 P M-6sw 6. 1 ( 6 i I , I "I'll 2,!36 1 1'42 0 0 0 b 0 0 6 0 L--4) 1160 0.390 in 10,96 1t88 0 0 0 0 0 0 0 0 C 168 -30ad 0.032 OM 1.73 256 256 230 442 238 238 214 410 F 22A,,tpl 271,79 OX M 12 320 d 219 9 40 0 6 c) AED excursion 117 55 Envelope loss/gain 1154 784 1063 908 12 a) Infiltration 205 63 160 50 b) Room ventilation 0 0 0 0 13 Internal gains, Occupants @ 230 0 0 0 0 Appliances/other 1200 0 Subtotal (lines 6 to 13) 1359 2047 1223 1 957 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1359 20471 1223 957 15, Duct loads 1 351% 57% 474 11671 35% 57% 427 546 Total room load 1832 3215 1650 15038711377864 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vvrightsuft, 2016-00-11 15 56 17 Right-SUIteO Universal 2017 17 0 03 RSU24011 Page 6 keStaritonMEGLE,Lot25ThornbrookeStantonMEC,LE rup Calc = MJ8 House faces E wrightsoft, Right -JCS Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY. SANFORD, FL32771 hone: 407-333-2665 Fax: 407-3333853 Web: WWW,DEL-AIR.COM Job: Lot25Thorn brookeStanton M... Date: 11/8/12 By: GCR I Room name dining den 2 Exposed wall 17.5 It 32,0 It 3 Room height 9.3 It heal/cool 9.3 It heat/cool 4 Room dimensions 1.0 x 263,3 It 13.5 x 12.5 If 5 Rom area 263,3 ft2 168.8 112 Ty Construction LI-value Or HTM Area (w) Load Area (Itz) Load number StUjVf(2_'F) Bt fr) or perimeter It) Eft h) or perimeter It) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 6.201 n 5.65 4.29 107 75 421 320 116 116 657 499Vr13A-2ocs 2k,2Qv A.;W 9,55 10,25 32 9 30g,__ 3n . 0 0 0 1 3A-2ocs 0.201 n e 5.65 4.29 56 26 146 111 126 103 581 441 10G-V 0.580 e 16,30 21.51 24 10 391 516 0 0 0 0 11 2A -2ov 0.340 e 9.55 26.39 0 0 0 0 23 0 217 600 2A -2ov 0.370 e 10.40 12.30 6 6 62 74 0 0 0 0 13A-2ocs 0.201 s 5.65 4.29 0 0 0 0 56 56 315 239 2A-20v 0.340 s 9,55 10.49 0 0 0 0 0 0 0 0 10.49 0 0 0 W 166-30ad 0.032 s 0.90 1.73 20 20 18 35 0 0 0 0 W 16Q-30ad W40 11 0 0 0 0'', 0 0 0 0 13A -2ocs 0.201 w 5.65 4.29 0 0 0 0 0 0 0 0 2A -2ov 0.340 w 9,55 28,75 0 0 0 0 0 0 0 0 2A-2ovd 0.580 w 16.30 18.38 0 0 0 0 0 0 0 0 0,091 2.56 1,42 121 121 309 171 0 0 0 0 L---D 1100 OMO n 10.96 11.88 0 0 0 0 0 0 0 0 C 16B-30ad 0M2 0.90 1.73 263 263 237 454 169 169 152 291 22A-tpl 0M9 27.79 OM 263 4015 0 169 32 889 0 6 c) AED excursion 127 80 Envelope loss/gain 2380 1885 2811 2151 12 a) Infiltration 350 108 569 176 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1 2730 2224 1 3380 2327 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2730 2224 3380 2327 15 Duct loads 351/. 571% 952 1268 35% 571% 1179 13271 Total room load 3681 3491 4559 3654 Air required (cffn) 1 175 149 217 1% Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vvrightsc),ft- 2016-Oct-n 15.56 17 Righl-SuiteO Universal 2017 17 0 03 RSU24011 Page 714051", keStaiito,iMEGLE\I..o[25ThornbrookeStanionMECLE rup Calc = MJ8 House faces E Duct System Summary Job: Lot25ThornbrookeStant wrightsoft, Date: 11/8/12 Entire House By: GCR DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.162 in/100ft 1450 cfm 148 Cooling 0.30 in H20 0.06 in H2O 0.24 in H2O 0.120 / 0,120 in H2O 0.162 in/100ft 1450 cfm Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FIR Dialm in) H X W in) Duct Matl Actual Ln (ft) Ftg. Eqv Ln (ft) Trunk bdrm 2 h 1653 79 54 0.215 6.0 Ox 0 VlFx 26.8 85.0 stl bdrm 3 h 2102 100 66 0.205 6.0 Ox 0 VlFx 32.3 85,0 stl brkfst h 1650 78 64 0.219 U Ox 0 VlFx 24.5 85,0 stl bth 2 c 113 3 5 0.233 4.O Ox 0 VlFx 1T9 85.0 stl den h 4559 217 156 0.162 8.0 Ox 0 VlFx 47.9 100.0 st2 dining h 3681 175 149 0.168 8.0 Ox 0 VlFx 42.9 100.0 st2 great rm c 4747 157 203 0.220 8.0 Ox 0 VlFx 24.3 85,0 stl great rm-A c 4747 157 203 0.210 0 Ox 0 VlFx 29.2 85.0 stl kitchen c 3215 87 137 0.224 7.0 Ox 0 VlFx 22.4 85.0 stl laundry c 1403 22 60 0.215 4.0 Ox 0 VlFx 26.7 85.0 stl rns bth h 1923 91 60 0.215 6,0 Ox 0 VlFx 26.5 85.0 stl rns suite c 6701 280 286 0.197 9.0 Ox 0 VlFx 36.8 85.0 stl rus We c 71 2 3 0.215 4.0 Ox 0 VlFx 26.6 85.0 SO rns wic c 112 3 5 0.224 4.0 OX0 V1 Fx 22.0 85.0 stl Supply Trunk Detail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR f pm) in) in) Material Trunk SO Peak AVF 1450 1450 0.162 821 18.0 0 X 0 VinlFlx st2 Peak AV F 392 305 0.162 499 12,0 0 X 0 VinlFlx SO 2016 Oct-11 15 56 18 wrightsoft, Rig1l,Sutte0 Untversal 2017 17 0,03 RSU24011 Page I ACCK , keStantonMEGtE%L-ot25-TliornbrookeStantonMEGLE rup Calc - MJ8 House faces F Name Grill Size (in) Htg cf M) Cig cfm) TEL ft) Design FR Veloc f pm) Diam in) H x W in) Stud/Joist Opening (in) Duct M a t 11111 Trunk rbl Ox 0 1450 1450 0 0 0 0 Ox 0 VI Fx 2016-00-11 15 56 18 wrightsoft" Riqh[-SuQK Universal 2017 ITO 03 RSU24011 Page 2 ACCK , keSt antonM EGLE\ Lot 25T hor nbrookeStantoriM E GLE rup Calc -- MJ8 House faces E FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Buildinu Performance and Prescrietive Methods ADDRESS: Permit Number: I , FL, MANDATORY REQUIREMENTS See individual code sections for full details. 0 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings, The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. 0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4,4. 0 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction, R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures, 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures, 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed, 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. 0 R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. 0 R402.4.3 Fenestration air leakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1,5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S,2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 0 R402.4.4 Recessed lighting, Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2,0 cfm (0.944 L/s) when tested in accordance with ASTIVI E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 R4011.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. 0 R403.2.2 Sealing (Mandatorypi ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403,2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handier enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g, (25Pa) across the system, including the manufacturer's air handier enclosure. All registers shall be taped or otherwise sealed during the test. If the air handier is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 L/min) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope, 2, Duct testing is not mandatory for buildings complying by Section R405 of this code. 10/ 11/2016 3:51 PM EnergyGaUge@ USA - FlaRes2014 - Section R405,4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (1 YC) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation, R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory), 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60'C). R403,4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner($) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4,4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403,6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing, Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1 . This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems, R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 10/11/2016 151 PM EnergyGaugeO USA - FlaRes2014 - Section R405,41 Cam Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403,61.11 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1 Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. 0 R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1, R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1, 0 R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403,9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 0 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights, R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard, 0 R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1 . Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. 0 R403,9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss, Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season, RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. 0 R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. 0 R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assernby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R- 10 is allowed. 10/1112016 3:51 PM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 42X42 A/C SLAB BY BLDR MIN PAD 2' FROM WALLl LANAI a j t AMASTERSUrTE nL v d w t`Ti FA MIILY, ROOM t+ ww, 14%a 1.a I Saxe lwcd 3 bat i-; cuCtgt to pScx6 16c e roof cap ° M. BATH e. fJn 16' bi_ 7 ftj Nutone 696RNBj u # a . 1w'ca Q" !(i UiEN # j '/'1 1t<ner wort E}. i f b -' zua'nc S xc roof cnF 6 12.6 1.1d 13510.6 a ' 55 A ' 6 1ex10 r gy i0x10 rng n Dx10 rag ri 1 1 65 Swcd BEDROOM 3 a ^ 1_ ; w M' SD%6 165 U:11.1- l ro>i i [ I 32' 19x8 lwGd 9sr S 4' dryer tkr_t> qG w/afyer ent bo% 30' y 32x13 rng ice._=» srrmw 11.8 3wCd fiARAGE DEN rtT. ML sM4gT / r Skw 229Dv ip1 -fi a x NOTE TO BUTLDERhMUST PROVIDE UNRESTRICTED '"ice 9e9 6f. y"At<w-w 1 INCH UfiDERCll7 82LO'J '3(iQR$ TO NA9iTAHLE RCFUMi a " rnnSier ductsts sized conpunrce .%. fl9ridn Resi*3aMrtinl But!dbTg Code-Mi602.4 TfJ',4 SG. bnlurced return nir. ExCEPT10MS 1-3 MuS; hove a minim— clearance of 4 inches aroohd the =ern the State Zhn,—.y ;Qpie, Ail U,ct has_an r=6 tns,atior R111COKI) COPY BUILDER HOUSE PLAN 2055 1 1 1 1 1 2153Premier Row Orlando, FL. 3280 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP TAYLORMOR0SON SDFTGENERAL LIGHTING X3VAPER S0FT 2OAMP APPLIANCE CIRCUIT AT15UOVAEA LAUNDRY CIRCUIT AT RANGE ATNAME PLATE RATING ORCOOKTDPAND OVEN WATER HEATER DISHWASHER CLOTHES DRYER DISPOSAL (1/ 3HP) SUBTOTAL OfGENERAL LOAD FIRST 10KVA0FGENERAL LOAD AT1UO% REMAINDER 0FGENERAL LOAD AT4O% 23811VAx. 4 TOTAL NET GENERAL LOAD 3.5 TON HEAT PUMP #1 278 AMP X240VA= TON HEAT PUMP #2 ANP X240VA = 8 KYVELECTRIC HEAT AT85Y6 KVVELECTRIC HEAT ATG596 3000Vx 15OOVA 120OOVA 45OOVA 12O0VA 500OVA 24UVA VA VA 33011 VA 10OOOVA g444VA 1S444VA NET GENERAL LOAD 19444 VA NET TOTAL HEAT 11824 VA TOTALLOAD 31268VA CALCULATED LOAD FOR SERVICE 31268 VA/240 V= 130.29 AMP ISO AMP SERVICE cr fv. r r t er , x 4 •T.rcF TAYLOR MORRISON THORNBROOKE S.F. LOT 25 HOUSE TYPE: STANTON WITH OPTIONAL MASTEF DESCRIPTION AS FURNISHED: Lot 25, THORNBROOKE PHASE 1, as recorded in Plot Book 79, Pages -3 hnj 7, Public Records of Seminole County, Florida. F'Iffr PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc, ff- LOT 26 pla- 43.66' PC) P TRACT H FUTURE DEVELOPMENT) AT 00010'44" W 50. 00' A/ T I 5.00' 5.00' 5.00' 24.80' LOT 25 24.80' 3.5'X3' 5' 5.00' AC 5.00' b 22. 0' 18.0, 06 LANAI o6j 2z— b - " T RECESS FOR POCKET SLIDER PROPOSED RESIDENCE tj MODEL: STANTON-CLASSIC-ME Q> 2 CAR GARAGE RIGHT LOT 24 of N to ti 00 COV'D. ttC ENTRY 8.0, r< WALK 20,7' - 5.00 16' Ok to construct single familyDRIVE iii home with setbacks shown. 25.20' 25.20' 10' UTIL. ESM7 5' CONC. WALK ON LOT AREA CALCULATIONS: LOT - '000 Q.7 - . 5 3' J, LIVING = 2,055 SOJ: I' CURBFLFLAREFLARE GARAGE - 460 SQ.FT. ENTRY - 46 so. F 7. B-a)AT 00010'44" W— LANAI - 176 SO.FT. BREEZEWAY =-N /A So 1`7 1'1,0T PLAN ONLY* 50.00' DRIVEWAY = 403 'S 0 FT. NOT A SURVEY) A/C PAD = 12 SO.I-T. TREASURE LANE WALKWAY - 53 . I 35 SQ.rTq IMPERVIOUS = % 3,187 SC2. F 7. 50RIW) TRACT I Soo 2812 S0.FT. Q4 A UTILITY ANDACCESSRIWRIW = 550 SQ. F 7, APRON = 152 SO. F 1, PROPOSED FINISHED SPOT GRADE ELEVATION *PLOT PLAN ONLY* SIDEWALK = Ztio SOFT PER DRAINAGE PLANS BUILDING SETBACKS; SOD = 148 SO.F11 FRONT 25' ( NOT A SURVEY) -TUME-XPrA!F-----------' PROPOSED DRAINAGE FLOW REAR = 15' PROPOSED INFORMATION SHOWN AREA = 6,550-7§6, FT LOT GRADING TYPE A SIDE 5.0' BASED ON SUPPLIED PLAN DRIVEWAY - 5f,5 SO. F I SIDEWALK - 265 50"F11, PROPOSED F.F. PER PLANS - 25.2' 'D, CORNER = TO' ANDIOR INSTRUCTIONS PER CLIENT NOT FIELD VERIFIED I Soo - 2,960 S0.1--! C, SCVHE. rT)?_SCO77T & ASSOC, INC. - -LAJv-D SURvT1Tr01?,LS' EGCNTI - LNOE. EGE- POINT ON LINE ND I, - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 PLAT r ' EL, TYP. - TYPICAL NOTES; F.P. IRON PIPE PRZ. - POINT OF REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTHOY t.R, RON ROD P Cr- POINT OF COMPOUND CURVATURE THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE. C.8, CONCRETE MONUMENT RXD, • RADIAL SKl tk 1/2, IR. /*LB 4596 Np. • NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SEA- MIS SURVEY IS NOT VALID AND IS PRESENTED FOR INFORMATIONAL PURPOSES ONLY. RFQ, • RECOVERED vp. • WITNESS POINT jl, THIS SURVEY WAS PR&PARCO FROM TIRE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONSr.U. OINTOFBEGINNINGCALL. - CALCULATED POINT or COMMENCEMENT PRA • PORMALA t REFERENCE MONUMENTOR EASEMENTS THAT AFMCT THIS PROPERTY. llc CENTERLINEFF. MEN EEN FINISM 13FLOORELEVATION4. NO UNDERGROUND IMPROVEMENTS HAVE 8, LOCATED UNLESS OTHERWISE SHOWN. N&D ' Alt, & DISK D1Sj- - BUILDING SETBACK LINE 5. THIS SURVEY IS PREPAF0 FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER LNF"l- R / W • RIGHT-OF-WAY DIM, • BENCHMARK 6 DIMENSIONS SHOWN rO'Z THE (1<XAnON OF IMPROVEMENTS HEREON SHOULD NOT 8E USED TO RECONSTRUCT BOUNDARY LINES. ESMT. F CASEMENT IEDI •BASE BEARING BEARING (8, 8.) DRAIN.• RAINAGE7. BEARINGS, ARE BASED ASSUMED 0ATVH AND ON THE LINE SHOWN AS RASE JT!1- UTILITY 8. ELEVA71ONS, IF SHOWN, ARE WED ON NAT70NAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. 1A C. e CHAIN UHY FENCE 9. CERTinCATE OF AUT'40RVA1TC41! NO. 450b. C VOUT) FENCE 1 I W SCALE i--- I- - 20 DRAWN BY: CONCRETE RLOCKPOINTOF CURVATURE POINT OF TANGENCY .6 LNTE ORDER No. CERTIFIED BY; DESCRIPTION • RADIUSLENGTH TkCPLOTPLAN 10-12-16 3454-E3 P OC. AREVISED PLOT PLAN 10-20-16 3558-f6 G CH C'v T(ORD BEARING NORTH THIS 6UILOlNG/ PROPEPIY OOES.NOT UE WITHIN THE ESTADLISH0 100 YEAR n,00D PLANE AS PER G1115EI ER R,1, XI MAP j 12117C 0055 F W 70Nr ItA # 4801 Lumber design values are in accordance with ANSVTPI 1 section 6.3 These truss designs rely on lumber values established by others. Mm 81 Te k RE: TB0025 - MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa, FL 33610-4115 Customer Info: Taylor Morrison Project Name: TB0025 Model: Stanton ME Lot/Block: 25 Subdivision: Thornbrooke Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TPI2007 Design Program: MiTek 20/20 7.6 Wind Cade: ASCE7-10 Wind Speed: 139 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 49 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 G 15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. , Seal# Truss Name Date No. 1 T9688267 HR01 10/18/16 118 T9688268 H_Rb_ff 1-0/1 3 H R102 10/18/116120--- 39688269__-: 4 T9688270 HR03 10/18/16121 T-9-68-82-7-1 H—R 6-4- 71 —0/1-6/1-6-2--2- 23 681 27 10/18/16 24 A T9688274 J02T 10/18/16 125 J03 jd3f J4_ J04T J05 MA 10/18/16 2_7 10/18/16 L28 10/18/16 129 10/18/16130 10/18/16 131 10/1_ 8/16 132 I0L1 @1lfij 33 10/18/ 16 134 Seal# . Truss Name T9688284 ------- J- 1-0- T9688285 T9688286 R03T T9688287 R04 1----- --------- --- T9688288 R05 T9688289 R06 T9688290 R07 T9688291 R08 f966882_927 R 11 T9688293 R20 f9_66_ 8_294__ R_2 I— T9688295 R22 T9688296 :R23 T9688297 R24 T9688298 R25C T9688299 R26 The truss drawings) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 201 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSlrTPl 1. These designs are based upon parameters shown (e. g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Date 1- 9/ 1-8/_16-1 10/18/ 16 10/18/ 16 10/18/ 16 10/18/ 16 10/18/ 16 10/18/ 16 10/18/ 16 10/18/ 16 10/18/ 16 10/18/ 16 MYR I eR P. 16E NS Noy (!F? 1 69 1) cc 15TATE OF 4U`- 40 ONAC 111# 1111110** Waller P. Finn RENo,22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Rfvd, Tampa FL 33610 Date: October 18, 2016 Finn, Walter 1 of 2 RE: TB0025 - Site Information: Customer Info: Taylor Morrison Project Name: TB0025 Model: Stanton ME Lot/Block: 25 Subdivision: Thornbrooke Address: City: Sanford State: Florida No. Seal# Truss Name Date 35 yJ9688301 R28 10/18/16 T9-688-3-02-- R-2-9'------ 37 J9688303 R30 10/18/16 38 J9688304 iR47T 10/18/16 39 1ZT9688305 R48 10/18/16 T9688306 R48T 10/18/16 1-0/ 4-1 T-9- -68-8-3-6-7---, R49-- 1-8/16 42 IT9688308 R50 10/18/16 43 T9688309 VOI 10/18/16 44 T9688310 V02 10/18/16 45 T9688311 V03 10/18/16 46 lT9688312 IVVIVO5 10/18/16 47 J9688313 V06 10/18/16 48 T9688314 V07 10/18/16 49 T9688315 V08 10/18/16 2of 2 Truss Truss Type City Ply HF401 D,agonal Hp Girder 733605001 101, Rotor 641)s I D: At0NcK8ia-nj Vg 7a DOLXII I TQ6882C7 Y11j1-------,------ Industies Inc, Tue Oct I n 09 19 2016 Page I H2QdaKtaI HF7As6s3s1-KAXw09p1wbpffuySEMI scam a 1 23 1 2X4 4 7 41 3XG LOADING (psh SPACING- 20-0 CSL DEFIL, to Ioc) lldati Ud TOLL 20.0 P4-tte, Crib DOL 1.25 TC 058 Ve;1(1-1) 0,17 5-6 697 240 TC'01- TO L Urfiber DOL 25 BC 0,83 Vico(TL) 0,51 5-8 228 180 BGLL 0,0 Rep stress incF NO WB 0 17 Horz(TI-) 0,01 5 n1a raja BCDL 10,0 Code FBG2014,/TF'12007 Matrix-M) LUMBER - TOP CHORD 2x4 SF' No.2 ROT CHORD 2x4 SP No.2 WEBS 2X4 SF' No,3 REACTIONS, (lb/size) 2=393/0-10-15, 5=554/Mechanjoal Max Holz 2=217(LC 4) Max Uplif2=- 111 (LC 4), 5=-253([-G 8) FORCES. (lb) - Max. Camp,/Max. Teri. - All forces 250 (lb) or less except when shown, TOP CHORD 2-3=-490/145 BOT CHORD 2-5=-293/444 WEBS 3-5=-479/351 PLATES GRIP MT 20 244/190 Weight: 43 In F1 --. 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-11 0c purlins, except erld vetlicals, ROT GHORD Rigid ceiling directly applied at 10-0-0 oc bracing, NOTES- (8) 1) Wind: ASCE 7-10, Vult=139rnph (3 second gust) Vasd=108rnph; T(,DL,=4,2psf; BGDL=6,0psfl h-25ft( Cal, 11; Exp B, Encl., GCpi,0181 MWFRS (envelope) gable Eind zone, cantilever left and right exposed , Lumber DOI-=1,60 plate grip DOL=l 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members, 4) Refer to gi;-delr(s) for truss to truss connections, 5) Ptowde mechanical connection (by olhets) of truss to bearing plate capable of withstanding 100 b uplift at joints) except (j1,11i) 2=1 11 , 5=253, 6) "Semi-tigid pit(libreaks with fixed heels" Member end fixity model was used in the, analysis and design of this truss. 7) In the LOAD GASES) section, leads appiod to the face of the truss are noted as trout (F) or back (B), 81 "This manufactured product is designed as an Individual building component. The suitability and use, of this component for any PUItICUlar building is the responsibility of the building designer per ANSI TPi 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead 4 Root Live (balanced): Lumber lnotease=1,25, Plate Increase=-1.25 Untfoim Loads (pit) Vert: 1-2=54 Trapezoidal Loads (pit) Veit: 2=0(F-,27, B-27)-to-4=-132(F=-39, B=-39), 6=0(F=10, B=10)-tc,)5=-49(F=-14, 3-14) WARNING - Verity design Parameters and READ NOTES ON THIS AND INCLUDED MFTFK REFERANCE RACE MIF7473 rev. 1010"015 BEFORE USE. t'kkjlncj fit, lci,,q in<jj, io 1, ; Aev,ml k4(,kiinq of 4%ic14A, lu-)i It, ie tact, In, V-1 -h-s, 111"4,4 vnly. N I III, I a 11 Iomfx,voty In"I I -livinont t 't, ), 414j Et sw,w%1- , 11,11, YO s«,ANSIJTPII Quality Criteria, DSB•891 and SCSI 8uIj4jinqCQMp0nent Safety informattonal,gkt,k,IF,,tl,lull: [4 MiTek' 6004 Parke East 81,'d limpa FL 33610 T9686,'68 HPQI I Diagonal Hit, Girder Plant City, Job Refer 7 6,10 s Apr 29 I D:At0NcK8emjVq7aD0I-XIDHByS 5-0 3-7-12 I-d-a -- -, 5-0 3 7 12 3-6-7 2 7 2 2x4 Tra, Oct 18 Or, 30 192016 Page I HF7As6saioXKASwQ0ptWbp9uySEMI scale - 1 221 9-9 5 1Plate 2 Offsets -0-1 6 LOADING (pst) SPACING- 2-0-0 CSt. DEFL, in Ioc) 11defl Ud PLATES GRIP, TCLL 20.0 Plate Grip DOL 1,25 1 G 089 Verl(I-(_) 020 6- 7 >566 240 MT20 2,441190 TGDL TO Lumber DOL 1,25 BG 083 Veiljl-) -0 60 6- 7 >185 180 BELL 0,C) Rep Stress Incr NO WB 0 14 HorzjL) 0, r3 6 n/a Ohl BCDL 10,0 Code FBC2014/TP12007 Mattix) Weight 44 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP Nc,,2 TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc puilins, except BLOT CHORD 2x4 SP No-2 end verticals. WEBS 2x4 SP No,3 BOOT CHORD Rigid calling directly applied ar 10-0-0 oc, bracing. REACTIONS. (Ib/size) 6=559/Mechanical, 2=376/0-10-15 Max Harz 2=213(t.-C 4) Max UphtIr5=-245(LC 8), 2= 134(1-C 4) FORCES. (1b) - Max. Gornp,/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-561/169 BOT CHORD 3-7=-305/522, 6 7--305(522 WEBS 4-6:-583/365 NOTES- (8) 1) Wind; ASCE 7---10: Vull=139triph (3-second gust) Vasd=108mph; TGDL=4,2psf; BCDL=6,0pst; h=25ft; Cat, 11, Exp B; Encl., (1cfpl=0.18; MW FRS (envelope) gable end zone, cantilever left and right exposed , Lumber DOL=1,60 plate grip D01-=1.60 2)1*his Kiss has beer) designed for a 10.0 pst bottom chord live load nonconcur[ent with any other live leads, 3) * This truss has been designed tot a ive load of 20,0pst (,in the bottorn chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for ftUS-s to truss connections. 5) Provide mechanical connection (by Olhe[S) Of hUSS to bearing Plate capable at withstanding 100 In uplift at joints) except (4=113) 6=245, 2= 134, 6) "Semi rigid pitchloreaks with fixed heels" Member end fixity model was used in the analysis and design of this huss. 7) In the LOAD CASE(S) seotion, loads applied to the face of the mass an, noted as front (F) or back (B), 8) "This manufactured product is designed as an Individual building component. The %Aabilry and use of this component for any particular building is the responsibility of the building designer per ANSI TPI I as tetelenced by the building code," LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Inciease=1,253 Plate Unifornn Load, (pIf) Vert: 1-9=-54 Trapezoidal Loads (pit) Vert : 9=0(F=27, B=27)-to-5=- !32(1`---39, B= 39), 2=-2(F=9, 3-11(F=5, 6=5)-to-7=2(F=I, B=1), B=1)-rci-6=-49(F-14, B=-14) WARNING - Verity design Parameters and READ NOTES ON THIS AND WCLUOEO MfTEK REFERANCE PAQE 017473,ai,, 1WO312015BEFORE USE, Jn vAid I, r irw "I'ly \,fit, Mll,+' , ll*, r,,iiqo -Nyuj-tiwi K 1-i — in"livri'l, A tilit'li"t >n lKx nslt iK'I o hka, s 1plk,m, N'low uw, ra t'niHawj Inn V,111c, the 4 f'fl ')Hfily '4'1(,Aon t lvmwtoff ol I 11"i-fly Ila- ink, IN, -Vc t'lll gal, MiTek' 11"n al. i twi-inq of au'w" uld iia, astern,, so(ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component L. 6904 Parke East 8W Safety Intormotion ov, 011,1", tr:,m ru", 11,*e h0ttiW,2W'aj, WY, Alox,m, ai), AY23l d. Tanpa FI, 33610 Qty Katy Tg699264 T130025 HnQ2 Diagonal Nip Girtler I 7 723605003 Job Reference ?Ilona) aZIn Etnkters F1rstSourc€r. Tampa. Prartt Cdty. Pk.rida ;?3566 - . '- 7.6AC1sApr f 9 2MITek —ot6 Mtiekindustries Inc IrJ:AtONcKBemjVg7aDOLXIDHBySD6M- sy7rr:VCORFLd'?RwB ue Oci Iv 09-30:20 2016 Page f tguNt.OoF3gkceh, ty5ZKN DKyS EMI; Scale - 1 17.9 3x4 3. 4 =_ 2x4 6-I t,6 LOADING (psf) SPACING- 2-0-0 CSh DEFT. in loc) Udell Lad PLATES GRIP TOLL 20. 0 Plate Grip D<OL 1.25 IG 0,47 Vert(LL) -0_66 2-4 >999 240 MT20 244/190 TGDL TO Lumber DOL 1,25 B(: 0_39 Vert(TL) -015 2-4 >529 180 BGLL 0. 0 Rep Stress Incr NC, WB 0,00 Norz(TL) 0,00 4 nla n/a BGDL 10. 0 Code FBC20141TPi2OO7 Matrix) Weight: 27 its FT m 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied at 6-0-0 oc bullies, except BOOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BLOT CHORD Rigid ceiling directly applied or 10-0-0 or bracing_ REACTIONS. (Ibfslze) 4=2711Meehanical, 2=242,10-10-15 Max Harz 2=120(LC 4) Max Uplift4= 112(LC 8), 2=-126(LC 6) FORCES. (lb) - Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) 1) Wind: ASCE 7-10; Vult=I39mph (3-second gust) Vasd=I08mph; TCDL=4.2psf; BCDL=6.Opsf; h.-2.5ft; Cat. II; Exp B3 EMI., GCPi=0.18; MW FRS ( envelope) gable end zone; cantilever left and right exposed , Lumber DOL='1.60 plate grip DOL=1.60 2) Truss designed tot wind toads to the plane of the truss only. For studs exposed to wind (normal to the tare), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVT PI 1. 3) Gable studs spiked at 2-0-0 oc:_ 4) This truss has been designed for a 10,0 psf bottom chord live loci nonconCl.ment with any other Live loads. 5) "'This truss has been designed for a live load of 2.0 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0 0 wide will fit between the bottom chord and any other members_ 6) Refer to glyder(7) for truss to truss connections. 7) Provide mechanical connection (by others) of Imes to bearing plate capable of withstanding 100 lb uplift at joint($) except (jt=lb) 4=112, 2=126. 8) "Semi - rigid pit hbreaks with fixed heels" Member end fixity model was used in, the analysis and design of this truss_ 9) In the LOAD CASE($) section, Toads applied to file face of the truss are noted as front (F) or back (B)_ 10) "This manufactured product is designed as an individual building component, The suitability and use Of this i:ornponerlt tot any particukar building is the responsibility of the building designer per ANSI TPI 1 as reterenced by the building code_" LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=125, Plate, Increasar1.25 Uniform Loads ( jilt) Vert: 1- 5.-54 Trapezoidal Loads ( pit) Vert: 5= 0F=27, B=27)-to-3=-94(F=-20, B=-20), 2=-2(F-9, 8-9)-to-4=-35(F=-T B=-7) WARNING - VaN(y design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mff-7473 rev. tp/ "016 BEFORE USE tk u,hrr V, II t l u'E§ ably Witt) Mile b , nIII,, ,r.4s 44", .re=,i in K t*.tee:^ f 4niy iIt ",t, { Iv Fn,,It,>n ,4 ,et,, )w1 h H a <s, In li i.iir, it txrii lit 41 , orrq r r t net iit(F,, Ysf,> to liol,)t,, m(t, INkIlk rinkI.l'I4,inor I,xi,l u,(stify ih,,, 111 q rtAlly <4 to aun, r, Mai,Jere ,t,t 114„t x'tly in Fr E, ita that, 1(4gl 14ni th ."""+9I h, At, fid)g7 d,"Int1 No"IngiteIt, :it, .ri,6-4xeve,t,lfxx,kklnr; ^C lFIAi,,idU,l Oct$ 1 tr,.Sh"tchotiit,1111xJs«niv. Ali flfl,'1u It foliq N 4 It y-:in,I t ern n• tne,nt t x,-rrI MiTek is tiw,iyst iu uaf for st , txfOY indt pww: fIt 144w-ea ss.iit)tK:`t d<al is e A ir,I+au"n, If xcI,,t IV iol,Ixl t,A01It" IFeil,ten,knu e re,q'),cIIItq the totbll,. , III,(, s1. clo <fa liUrty. are^, fi*,n xl, 1 t x r, n,<) „t to ik+cs .rn,.f hua4 s sr,n,c .< , :ANSIITPR Quality Criteria, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety information o ail F l,, boar, Isms M"i zls tr Waif+ate, 216 N I oe MI-1, `.uiic 377, Ale,xondrk. I. VA 72;3t 4, Tamr,a,_ FL 33610 T6002i, cuss HR0 D,ritioril Hip Girder 1 i733605004 T9688270 LOADING (psi) TCLI, 20.O TGDL 7.0 BGLL 0.0 BCDL 10,0 Coy Florida 335(6 7.640 s Apt 19 2016 Milek IrIdustr I D: MONcKaon ijVg 7aD0LXIDHBySD6kI-sy 7rnV0 R FLd7 4-6-6 1 4 --6 4 25-4 4-0-6 SPACING- 2-0-0 CS1, DEFL. n (10c) I/dell Ltd Plate Grip DO L 1 25 TC 6.53 Vetl(I-L) 001 5-6 999 240 Lumber DOL 1 25 BG 0,29 Veh(Tl-) 0,01 5-6 999 1 bo Rep Stress inci NO WB 0,00 Hocrji,) 0,15 3 nja Iva Code FBC2014/TP12007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD ROT G+iORD 2x4 SP No,2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. At I bearings Mechanical except (I t=1 ength) 6= 1 -3 -15, 5=0- 5 -11. 1b)- Max Horz6= 96(LC 5) Max Uplift All uplift 100 lb or less at joints) 3. 6, 5 Max Grav All reactions 250 lb or less at joint(s) 3, 6, 4, 5 FORCES. (lb) - Max, Gornp./Max, Ten, All forces 250 (lb) or less except when shown, lie Scale -- 1 27 6 PLATES GRIP MT20 244/190 Weight, 19 lb FT = 20% Structural wood sheathing directly applied or 4-0-6 or puthns, except end verlicals, Rigid ceiling directly appftGd or 10 0-0 oc bracing, NOTES- (9) 1) Wind: ASCE 7-10, VUIr=,139mph (3-second gust) Vasd=108mph, TGDL=4,2psf, BCDL=6,0pst, rir25tl; Cat, 11, Exp B, End,, GGpi=0 18, MWFRS (envelope) gable end zone; cantilever left and right exposed: end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10,0 lost bottom chord live load nonconCUrrent with any other live loads. 3) * This tu,iSs has been designed for a live load of 20.0psf on the bottom chord in all areas where a mctangle 3-6-0 bill by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girderia) for bUS$ to truss connections, 5) Bearing at jortr(s) 6 Considers parallel to grain value, using ANSVTPI 1 angle to grain formula, Building designer should verity capacity of bearing surface, 6) Provide mechanical connection (by others) Of truss to beating plate capable of withstanding 100 It) uplift at joirths) 3, 6, 5, 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used it) the analysis and design of this truss. 8) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). 9) "This manufaclumd product is designed as an Individual building component, The suitability and use of this component for any particular building is the responsibility Of the building designer per ANSI TPI 1 as iefetenced by the building (,ode," LOAD CASE(S) Standard 1) Dead + Root Live (balanced): 1-urnbet Plate lnc(eased,25 Uniform Loads (pit) Veit: 1-2---54 Trapezoidal Loads (pit) Vail: 2=-2(F=26, B=26)-to-3=-54(F=-0, B=-O), 6=0(F=10, B=10)-ro-4=-20(F---,-0, B=-O) WARNING , Verity design parameters and READ NOTES ON THIS AND INCL UDED MITEK REFERA NOE PAGE Mir- 7473 rev 10103PZO 15 BEFORE USE, f ),`,q y \,)W 11-( k sw oN v, "41h far I,* t"I , if lk . revi, It 1 1,, t , I—, I "N Y 14 x,l, I 5hoton , o I, I r, 1, rA, it I, )I I x 10, fin, I 'I I I j I I, " I I, F mutt ""'oh, III,, MiTek ow, tj,,rr ijfi(j lx,x ono "I Imw-', lo, I tRiooysl, "T"', (-ANSI/TPlI Quality Criteria, DSK-89 and RCSr Building Component 6904 patke East Blvd Solely Information Iv,jikst,re trout Imi,% r1r,11" lnslrkd,a, 218 ldlcr<; ire< t Ii,ml—'l 1Y, Aloxoodil, r VA ,,1314, Tampa. Ft 33610 T9698271 HR04 Diagonal Hip 13ade, t t 1 733605005 Job Refer Plant Gfly—Fl—wda 33-566 7.640 s Apr 19 2016 MfTek Industries. 1,,c Ttie Oct 18 OQ 10 21 2016 Page I ID:AtONcK8eiiijVg7aDOLXIDHBySD6M-K8h8ik,',t6x7lXlRdEfD,iaxyoFo7yRoMB6KD4wrTlySEMG 6-0 2-55 4-0-6 T7 746 scale = 1 27 6 2X4 4-0-e P-lafe LOADING (psf) SPACING- 2-0-0 Cst, DEFL. n loc) I/detl Ud PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TG 0,45 Verl(LL) 0,00 5-6 >999 240 MT20 244/190 TCDL TO [-Umbw DOL 1 25 BC 0,41 Verl(-TL) 001 5-6 >999 180 BCLL- 0,0 Rep sltess Incc NO WB 0,06 Horz('i L) O29 4 nal rVa BCDL 10,0 Gode FBC2014/TP12007 (Matrix) Weight: 25 In F T = 20% LUMBER- BRACING - TOP GHOHD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly appNed of 4-0-6 oc puiIms, except BOT CHORD 2x4 SP No,2 and verticals. WEBS 2x4 SP No,3 ROT CHORD Rigid coiling directly applied or 10-0-0 oc bracing, REACTIONS. (lb/size) 4=-62/Mechanical, 5=-99/Mochanical, 6=396/0-5-11 Max Horz6-96(LG 5) Mix Uplitt4m-66(1.-C. 16), 5=-99(LC 1), 6--305(1-13 6) Max Gntv4=37(LG 6), 5=80(LC 4), 6=396(l-G 1) FORCES, (11h) - Max, Comp./Max. Teri. - All forces 250 (11h) or less except when shown NOTES- (8) 1) Wind: ASCE 7-10, Vult=139rnph (3-second gust) Vasd=108rnphl TGDL=4.2psf. BCDL=6.0psL h=25ftl Car. li; Exp 13; Encl., MWFRS (envelope) gable end zone, cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Thris truss has been designed for a 10,0 pst bottoin chord live load nonconcurrent with any other live loads, 3) * This truss has been designed for a try(, load of 20-Opst on the bottom chord in all areas where rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to qiider(s) for t[USS to hUSS connections, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 5 except (j1=1b) 6-305, 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model Was Used in the analysis and design of this truss, 7) in the LOAD CASES) section, loads applied to the face (,if the truss ale noted as front (F) of back (B), 6) "This manufactured product is designed as an individual building component. The suitability and Use of this component for any PartIGUlar bUlldiRg is the TeSPOnSibility of the building designer per ANSI T PI 1 as referenced by the building code," LOAD CASE($) Slandatc! 1) Dead + pool Live (balanced); Lumber lncroase=1,25, Plate lncrease= 1 25 Uniform Loads (pit) Vert: 1-2=-54 Trapezoidal Loads (pit) Vert: 2=2(F=213, B=-O), 7=0(F=10, B=10)-to-5=-20(F-0, B=-O) Ah, WA RNfNG - Verify design parameters and READ NOTES ON THIS AND INCLUDED A41TEK REFFRA NCE PAGE Ulf- 74 73 rev 10103120 IS BEFORE USE, 0—lol c " llf.l t,; us,, "Nywilt, tylil(tk'„"rin-A-fs, 1111,,It=nhin f, t*.—,I -nly')j -f, I, it, in iivl•itr31 I o9do r --nil ;Y, t IM1111 ly,k m W+tie iot), 11fo mof vo.ity 111,= of 141, 'it ON -f, i—ign on'l il, q "OY lt,rI ,• If,, thr, i,-,kqjn i'll- Ine boil ffnf{ck,tiyYra ta mt arY tot " J"Ibifily, It vi I' (4k it I, In ptyt I' 1 I, A I IfAdOn( 1 [11,j1V,M,q It- MiTek' V it If It 1. fill st, r rt i, a d, itt, rY "w( 11"i I , If i" I iwl'*, I "t trusts .linf inns tV,Ion s,,—AN$I/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Nuke Fast Pied. Safety Information Ovollot 4,, trotn i;w% Iltfle tntlitnt", >jft H. I (w Mi-q, `FA 228i.7. Twrtpa FL 33610 7`96EtR272 Q0215 IJ01 Jack -Open Truss j I I 7%-Mlor"006 7640,,Apt Im rue (X1190?302IWLo(1 I- ID:AtONcK8ei-nIV97aDOI-XIDHBy',C)6M-K8h8ikSt(ix7lXlRdEbuax'?oKq72ooM76K 1 0-0 0-10-15 Scale = 1 6 9 2x4 - 0-Ic-115 0 22 __ ---- — ------ ------ LOADING (pst) SPACING- 2-0-0 CSL DEFL, in ioc) l/dell Ild PLATES GRIP TGLL 20,0 Plate Grip DOL 1.25 7 C 0,07 Vert(LL) -000 2 >999 240 MT20 2114/190 TGDL 7, 0 I,Umber DOL 1,25 BC, 0,01 Ver1ji-) - C), 0 0 2 >999 180 6GLL 0,0 Rep Stress Incr YES WI3 0,00 Horz(T L) 0,00 3 111a n/a BCDL 10,0 Gode FBG2014/TP12007 Matrix) Weight 5 Ib F r -, 20% LUMBER- BRACING_ FOP CHORD 2x4 SP No-2 FOP CHORD Stna;tufalwood sheathing directly applied or 0-10-15 oc pu0ins BOT CHORD 2x4 13P No-2 BLOT CHORD Rigid ceilingdirectly applied or 10-0-0 oc bracing REACTIONS, (Ibisize) 3=-,-14/Mech tnical,2=125/0-8-0,4=8/Mectie.inicaI Max Harz 2=39(LC 12) Max UpIift3=-14(_C 1), 2=-60(LG 12) Max Grav3=13(LG 8),2=125(1..G 1), 4=17(LC 3) FORCES, (Ib) - Max. Gomp./Max. Ton, - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Win($: ASGE 7-10; Vult=139rnph (3-second gust) Vasd-108mphl TGDL=4.2psf: BG[)L=6,0psf: fn=25tt; GaL If: Exp B; Encl., GGpi=0,18; MWFRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed G-C for members and forces & MWFRS for reactions shown, Lumber DOt-1,60 plate grip DOL=1,60 2) This truss has been designed for a 10.0 pet bottom chord live load nonconcuirent with any other live loads. 3) ' This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 4) Refer to girder($) for truss to truss connections. 5) PFOVIde mechanical connection (by others) of Iruss to hearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 6) "Semi -rigid pitchbreaks with Irried heels" Member end twify model was used In the analysis and design of this truss. 7) "This manufactured product is designed as an Individual pulding component. The suitability and use of this component for any particular Ouildinq is the responsibility of the building designer per ANSI TPI 1 as referenced by the building rode," WA RNNNO - Verity design parantoters #,,it REAP NOTES ON THIS AND INCLUDED WEI< REFERANCE PAC, E W 7473 rev, =3120 15 BEFORE USE. qDI.',A, if I , 14, 11 ,1 t iso , ?illy Witt I Milk < "i)i I, Iho, I, oqn 1, 1 rs, " I ')N y It , ,, I I io 1, aI I, A 1, "M I , < )o", 6 'I , i I.91 Hip fivi, fit. I I I tir, III,,, I , I , - T 1, 't 11 , t I 71Fit s lVs1 '1 it N q'* uw, 11. kill rk jr (mi't v,zWy th", )It M, 'A'iriv ''t I,wjr 01),I I", r—ly it. '41 cit, ' it iJ, 4-iIjil '11t, , th" "el, At Nil' No' Alo In, Iv ,It, x I t, I- I 11, klfi,I of 4, Avi,li, k, A III i's h, ti l n "Il I it E, only MiTek I, JwoysI oqijilo I fol lo ['I, * It s,' With (- &, I hiruty IV, I I,, tr,tn, A A '10, V rra-) An, I th, lak0 - ttk,n sk r vil" tvlirveiv, t'I'Vinq "I Ind 'o«ANSI/TrIll Quality Criteria, DSB-89 and BCSI Budding Component 6904 Parke East RIVII Safety Information +jvrl il,!(a ti-m Inns iVite jr,.tjrtle, 2nI N k^-sIt,-L:,ure 3 i? AJexondii,), VA,i71314 Tampa. Fl, 33610 T86",'T,? u Truss Type Jack Open Truss Job Reference 7 640 , Apr 19 2016 Wall Industries. Inc Tur, 00 18 W -X) 21 2016 Pag" I ID:AtONcK8emjVg7,iF)Oi-XlDHBySD6M-K8hBikSt(ix7lXlRdEbuax'?oKJ7loOM76KD4wltinySEMG F(0 2,10-15 2x4 -- scale: 1`-I' 2 10-15 L- 10 ------ — ------ LOADING (pst) SPACING- 2-0-0 est, DEFT, n (loc) Udell ud PLATES GRIP TCI-1 20` 0 Plate Grip DOL 1 25 TC Oil Verl(LL) -0,00 2-4 >999 240 MIT 20 244/190 TCDL 7,0 Lumber DOL 125 BG 0 07 Vert(IL) -0.01 2-4 >999 180 B(AA, O'D Rep Stress Incr YES WB 0,00 Ho(z(TI-) -0,00 3 nla n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight 11 1b FT -- 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD S!ructutal wood sheathing directly applied clr 2 10 15 oc puilin's BOT CHORD 2x4 SP No,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS. (Iblsize) 3=49/Mechanical, 2-184/0-8-0,4=25/Mechanical Max Horz2=82(LG 12) Max UplTt3=-52(LC 12), 2=-62(L,C 12) Max GTav3-49(LC 1), 2=184(1-0 1), 4T50(L,G 3) FORCES. (lb) - Max. Gorlip,/Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; VLM139111ph (3-second gilSp Vascl-108niph, TCDL=4-2psf1 BGDL-6.0psf1 lh 25ftl Cal, 11; Exp B: Eric(,, GGpi=0,18; MWFRS ( Einvelope) gable kind zone and C-C Interior(l) zone, cantilever left and tight exposed IC-C tot membets and forces & MWFRS for reactions st-rown, Lumber DOt-=1,60 plate grip DOL=, 1 60 2) This truss has been designed tot a 10.0 pst bottorn chord live load nonconcurrent with any other live loads. 3) * This ITUSs 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 hearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2, 6) " Semi -rigid pilchbreaks with fixed heels" Member end fixity model was used in the analysis and design ot this truss, 7) " This rnanufactured product is designed as an Individual building component The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as teterenced by the building code." A) k VVARNWQ- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAOF1411-7473 rev. 1"112015BEFORE USE Ooqqnvnrlf'l I"I J o ojytiqlltl MJJ(lk` , onn, is this, I,[ - ,, I it 'r, I ,Iul I v,wT.-4li1r$rVi,*1o1 t44aq "mtInr 1"A must veii(y fh,11, 41i A Aily, lt t '111' 1( -q r,ly it q-tolo jht-$"oljI) int" 191' MiTek' r, ilv, lys I, , J, e- i VA 'rit'ally - 1n< j Jf 4,wenl , -1k 4 ", Witt) l—s,ft 4,, f A ii,itay xxflxot sxIly, k 111,- 1, W I'll 10F e,ol if,,, kArk cation "I"t, ,I,Alv' jy '-f- It,,;,, 11); [", r, trio (A lnilr—, in, I Quality Criteria, DSE-89 and RCSI Building Component 004 Parke Eall 13111d Safety Information ov(irotq<• f-tij Itim il(lte 218 I'l, 3IX VA Tampa, FL 33610 I T9688274 III00225 J021 jack,oper, 2X4 -- Job nzo-s TpT t0 2Qt6 M,Tok ItIdustr,eInc Tue Oct 18 PVC30 222 2016 Page I X ID Hf3ySD6M-oK FWW4 T VtFF99SOqoJ Pp I DKV2XOK 7p6r ZtpTH DyS scales I"=1, LOADING ( pst) SPACING- 2-0-0 CSI, DEFL, In Ioc) 11deti Lld PLATES GRIP T( A1 20.0 Plate Grip DOL 125 TG 0,11 Verl(i,,L) -000 2 7 >999 240 MT20 244/190 TCDL TO Lumber DOL 1,25 B G 0,05 Ved(T 1,. 1, -0,01 3 >999 180 BULL 0, 0 Rep Stress inGr YFS WB 0,02 Horz(TL) 001 5 n/a n1a BCDL 10, 0 Code FBG2014/1 P12007 Matrix) Weight, 14 111 F 20% LUMBER- BRACING- TOPCHORD 2x4 SP No-2 TOP CHORD Structural wood shoathing dliectty applied or 2-10-15 0c purlins, ROT CHORD 2x4 SP No,2 130T CHORD Rigid ceilinq directly applied or 10-0-0 oc bracing. WEBS 214 SP No.3 REACTIONS. (lbirsize) 4= 57IMeGhanical, 2=193/0-8-0, 5=33/Mechanical Max Hotz2=82(, G 12) Max Uphft47--4- 7(LG 12), 2=-57(LG 12) Max Grav4=57( LG 1), 2--193(LG 1), 5-66(1-C 3) FORCES. (lb) - Max. Comp,/Max. Teri. - All forces 250 f1b) or less except when shown, NOTES- (7) I) Wind:ASCE 7-10VLilt=139riiph(3-s(,rondTest) Vasd=108tilpfl;'TC[L=4.2psf; BCDI-=6.0psf1 h=25bl Cat, III ExpB1 Enc1.,GCpI=0.I8. MWFRS (envelope) gable end zone and G-G Interior(l) zone; cantilever left and right exposed C-C for members and forces & MWFRS for reactions shown; Lumber DOL=, l 60 plate grip DQL=1,60 2) This truss has been designed for a 10.0 pst bottom chord live load rionconGlIffel'it with any other live. loads. 3) * This truss has been designed for a live lead of 20-Opst on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members, 4) Refer to gitcler(s) for truss to truss connections. 5) Provide mechanical tonne coon ( by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 6) "Send -rigid ptrahliteaks with fixed heels" Member end fixity niodel was used in the analysis and design of this buss. 7) 'This manufactured product is designed as an individual building component. The suttability and use of this component for any particular building is the responsibility at the building designer per ANSI TPI I as referenced by the building code." ilk WARNING - Verity design parameters and READ NOTES ON THIS AND WGIUDED MITEK REFERANCE PAGE Viff,7473 rev, 10/03r2015 BEFORE USE, 1)"o'?f I v, 11(d t-t ilso on(y l,flh bllfok,' , lolS It'l, I, I, I", I'111y'ji K 11 1 ` XIo1wq1,11,1-Wl,, Av I 1, 1, 1 11 t if 0K+i-,I1 t K& ieI,, I (,It , 4,c'n1, i I, o huts lyllom, Mow uso, III') t tgldity l, 11 til't ,-Wy It Ie jr 4 4, , ItAly -I' f,nAqn I , 11, 1 pt"I nly 41, IIIK - tol" llj, , ""t hl ,,I, An,, I , 1, clq, 1, f'sa" 0 I 1111, it, I te , 11, t, t t v x, killy I I it), 11VI, Jr I, A fill I,, " , 4 w I /('I - I "t, I I I I, sI I lt , 1f 'I )I Y A, $N If 11, '1 , It t( I , t , 'I if Y A " I I " 'I I I I , If it I MiTek' t, ir," ryc w, 11 i;,?, i fc,r tit'Aly it , I to I tev,+ I It 11, if "Q 'w i It, f "At 4, r , ,5, 'I" Ili, il'ity t,, it i, 'I r^I k, , I If , I I It JQI,(.v )I )i, A, k Ih, , I' 1 1, If, lirljr It le 1, 44, o vo; " % 1, "'), Y " , S H.,1Y, ot oc hot I of vi hf, e it ,, t o I it I Ic, I, I it r,, sy,! (i iv,. , , ^ANSUTPI I Quality Criteria, M-8 9 and SCSI building Component 6004 Parke East Eqfd Safety Information ov, * it 4e fr" m Itkm Milo lnctlhfl,v, ?18 N 1 era slf()ci "noo 3 1I, Al,Xondif(" VA Tampa FL 33610 T908275, T60025 J03 Jack,Crpen Tntss 1 i 791605009 Job Refer 7.640 s Apr It D:AtONcKBE.,niIV97aDOLXIDHBySD6N 4-1 e 15 2x4 — 4-10-15 4,10-15 2016 Page I FZIDTH[ivSEMF Scare = 1 17.1 LOADING (psf) SPACING- 2-0-0 CS1. DEFL, to roc) I/deti Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 T (, 0,27 Verl(LL) -0,02 2-4 999 240 MT20 2441190 TCDL TO Lumber DOL 1 25 BC 0.25 Ven(TQ -0.06 2-4 >869 180 BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(-Ti-) -0.00 3 n/a Iva BGDL 10,0 Gode FBG2014/TP12007 Matrix) Weight: 17 in F7 = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc puilins. BOT CHORD 2x4 SP No,2 SOT CHORD Rigid cerling directly applied or 10-0-00CtNaGing, REACTIONS. (lb/size) 3=111/Meclianical,2=250/0-8-0,4.--,45/M(,,chanicaI Max Horz 2= 1 26(1-C 12) Max Upltft3=- I 04(LC 12), 2=- 70(LC 12) Max Gtav 3= 111 (LC 1), 2=250([-C 1), 4=90(LG 3) FORCES. (if)) - Max. Comp./Max. Teti, - All forces 250 (lb) or le," except when shown NOTES- (7) 1) Wind: ASCE 7-10; Vult=139111ph (3-second gust) Vasd=108rnphl TGDl-4.2psf: BCDL=6.0psf; K=25fl; Cat, 11, Exp B, Encl., Wpi=0,181 MWFRS (envelope) gable end zone and G-0 interior(1) zone; cantilever left and right exposed G-C for member,, and forces & MWFRS for reactions shown, Lumber DOLE 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 leads. 3) * This truss ties been designed for a live load of 20.0p-f on the bottorn chord in all areas where a rectangle 3-6-0 fall by 2-0-0 wide will fit between the bottom chord and any other members, 4) Refer to ( girder(s) for truss to truss conne0ions, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uprift at joint(s) 2 except (jtzdb) 3= 104, 6) "Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this lmss. 7) "This manufactutold product is designed as an individual building component, The suitability and use of this component for any panicular building is the responsibility of the building designer per ANSI TPI 1 as referenced by "i-re building code." WARNING - Verity design parameters and READ NOTES ON THfS AND INCLUDED MfTEK REFERANCE PAGE Mlb 7473 rev 1010312015 BEFORE USE 1), ',ijn volk i lol s"", o[Jy with Mil k1-1ti Ihjr N t - 1w, I -f lly, it "n I - al - it ,< 1, i, Jr-vt). i, 1, '1 9, It " il'A rtl. )I t 'U9,11 it , 'I It 'o ofit, 4 M11 ill tit MiTek r, ; iNvoy,, w,julwd k" rlt,ilflvoll-h± t;lrE'tiI t, I Wilh [ -it 4, j"t"'riol it'll Ity'lild W, I, rdif o It") tot, lv'* ItK'll, xw, I .,( iftt%os, rry 1 Quality Criteria, DSB-89 and BC!g building Component 6904 Parke East Blvd Safety Information owlikli,lo 1-11i itrtss 11,0e fmtrtripa, ?lil N, le(, Slwet Tampa. F1- 33510 Job Truss Truss Type City Ply J03 T 1 733605010 Jab Refer : o flu, at, e,r" Is 176 rj7640sApr192016WeK, IL):AtONcK8enijV97,iDOLXIDHBySD6M.GXpu7Qt 1260 I 2X4 - IM6276 c, lira Oct 18 09 30 23 2016 page I 0bl0w2Q0tdXxhAsGMPnXZ1pfySEl Scas = 1 17 1 LOADING ( pst) SPACING- 2-0-0 CSL DEFL. in k)c) I/detl ud PLATES GRIP TCLL 20,0 Plate Grip DOL 1,25 TC 032 Verl(LI-) 0.04 3 999 240 MT20 2441190 TCDL TO Lumber DOL 1,25 BC 0,20 Verl(TL) 0,06 7 929 180 BCLL 0.0 Rep Stress loci YES WB 0,02 Horz(TL) 0.04 5 n/a n/a BCDL 10,0 Code FBG2014./TP12007 Matnx) Weight: 20 lb FT = 201 LUMBER- BRACING- TOPCHORD 2x4 SP No,2 TOP CHORD Structural Wood sheathing directly applied or 4- 10 15 oo puffins, BOT CHORD 2x4 SP No-2 BOT CHORD Rigid Gelling directly applied or 10-0-0 oc bfacing. WEBS 2x4 SP No.3 REACTIONS. (lb/ size) 4=122/Mecliani(.al,2=266/0-8-0,5=43/Mochani(-,aI Max Herz 2. 1 20-C 12) Max UpIfft4=- 97(LC 12), 2-60(L.0 12) Max Grav4= 122(l__G 1), 2=266(LC 1), 5=86(i-C 3) FORCES, (lb) - Max. Gornp,/Max, Ten, - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASGF 7-10, Vult=139rnph (3-second gust) Vasd=108rnphl TCDL=4,2psl; BCDL-6.0pst; hm2511; Cat, 11; Exp E3, Encl., GGpt=0.16; MWFRS (envelope) gable end zone and G-G Intenor(l) zone; cantilever left and fight exposed IC-C for mornbeis and forces & MWFRS for reactions snown, Lumber DOL--1,60 plate grip D01-1,60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconou trot it with any other live loads, 3) * This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle, 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members, 4) Refer to g4der(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 In uplift of joint(s) 4, 2, 6) "Semi - rigid pitchbieaks with fixed heels" Member end fixity model was used in the analysis and design of this huss, 7) 'This manufactured product is designed as an Individual building component- The suitability and use, of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code," WARNING • Varq design parameters and READ NOTES ON Mrs AND INCLUDED MfrEK REFERANCE PAGE U0,7473 res, 10/03/.VIS BEFORE USE, 0-iql I WIWI 1, " mo t'nly v'Ith onw,. I-m Ibis d""AII'ti is 1 Iw, I ''ofy, it ran I , rutn-k-ts tt n, on I K III , it, it I,Avk'fro- 11101, fill% r uIj , 'n"0, faA 11w, IsJow u-, ln, t III(I'l th( q I)II", 114b, p,( q "Ity In I-'q "I' 11, lh,, inlo lh, , W+ III t 31, thi'l N, Y'U III 41dit, , lr, I k I, t lov(xni I eIcH I( Iq , 'I it , rVk1lir It 11M, ,4 nI, e"I I, If 1 -11 it I,a ,I Ily A, 1rfl, 'I It 1,=l n I if Y I I I I, Xr, j MiTek col%,or, le' ligF-I foi 444iily lr)ci i-f'wv(nt -'I(,q',w Witt, I injusy tollik orlon, at,+ l, ro'' f,*,a ty'' Iro''ts"I on"I I* 1*Ig ''I ttu,,,sol or, I -,ANSVTPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Part,(, Cast BkId Safety Information <lv, Akr,I0 IWIII Inrse jj(jI,, ff I,,,, Sjt,=,r Nexorvlri,r VA21314 Tampa. FL 33610 T9688277 T600216 J04 JACK OPEN TRUSS i,1 1 1733605011 7"OsApr *2016M,-Tekli-idurillies tix Tue,00180930232016 Page I [) At0NcK8emjVg7aD0LXI DHByS D6M- GYpu 70U 7eYN0ncb0M0w20QtY8xdpsGic PI) XZ I pfyS EM E 7- 0-0 3x4 --- 4 7- 0-0 704) Plate Offsets --L -;122L- Scale = 122.2 LOADING ( pst) SPACING- 2-0-0 CSL DEFL, In too) I/00 Ud PLATES GRIP TGLL 20,0 Plate Grip D01- 1,25 T C 0.60 verl(I-L) 0,09 2-4 >854 240 MT20 2441190 TUA, 7,0 Lurnber DOL 125 B G' 0,48 Verl(Tl-) -0,24 2-4 334 180 BCLL 0,0 Rep Stress Inci YES WB 0,00 Horz(TL) -0 00 3 n/a n/a BCDL 10,0 Code FBG2014/TPI2007 Matrix) Weight: 24 It, FT = 20'% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORE) Structural wood sheathing directly applied or 6-0-0 a(, puthns, BOT CHORD 2x4 SP No,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( 11:Waize) 3-159/MeGhanical, 2=324/0-8-0,4=78/Mechanica( Max Harz 2= 172 (LC 12) Max UpIrtt3=- 131 (L C 12), 2=-81 (LC 12) Max Grav3=1590-C 1), 2=324(-C 1), 4--122(1-C 3) FORCES. ( lb) - Max. Comp,/Max, Ten, - All forces 250 (lb) or less except when shown NOTES- ( 7) 1) Wind:ASCE 7-10: Vult-139rr1ph (3 second gust) Vasd=108mphl TCDL-4,2pstl BCD1,=6,0psf1h=25tt1 Cat, 11, ExpBEnd_ CiCpi=0,181 MWFRS (envelope) gable end zone and C-C. Interior(i) zone, cantilever left and right exposed IC-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 2) This truss has been designed for a 10.0 psf bottom chord live load nonronCUrfent with j1hy other live loads. 3) * This truss has been designed for a live load of 20,4psf 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) kefor to girder(s) for floss to IRISS connections. 5) Provide mechanical connection (by others) at truss to heating plate capable of withstanding 100 lb riphtl at joint(s) 2 except (11=1b) 3=l 31, 6) "Soini- rigid pilchbieaks with fixed heels" Mernber end fixity model was used in the analysis and design of this truss 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the burdIng deijgner per ANSI TPI 1 as referenced by fffe building code." A k WARNING, Verity dolifin parameters and READ NOTES ON THIS AND INCLUDED MITEK RkFERANCE PAGE Aflf-7473 rev 10/0"015 BEFORE USE Itw t,, 614, Inkv'tvooy It, ot I'l—it 4111V-1, c"iq, , I xlval ,1ors , I<l p,q ,,ry 1, 0to li trAtdil"t—(jilIVI,Jn"i 4, Ik"Io,$,loj-V,OIA-kIA"t-IA',Avtril. A tl-m%W(itiIJ/c,l, 11''1111":t 0,4, only, A1Itflo", I I"I'I-I it y04111 'M th(,r sfl2 I M Ge k cofw,lys i-IlAwd f"t tot,l,,V,nl ("11 4o Witt, I ""44o I is r, at tnju,y ri,r), ark! Iwi, it" or t,Im,,s 'I" I ttw,,, Wl: Quality CrItaria, DSB-89 and SCSI Building Component 6904 paike East SWI Safety Information ovoll, it *a tvom 4014, liel 4101141eaIit N, [-, S,IwelSiHL; 3I/ Ak xot,$Fi I. VA Tarnr,,, FL 39610 IF Liss Truss Type oty Ply J04T Jack Open arnipa Plant city Florida 33566 7.640 s Apr 19 2016 MiTek larinstries Inc Tue Oct I R 09 30 24 2016 Page I ID:AtONcKBer?ijVg7aDOLXIDHBySD6M.kjNGLIUIPsWtOrnACvkRHZeOkti)Lyzb)VYC)BIam5ysFr 4-4,O SGale = 1 22.2 LOADING (pst) IGLL 20.0 rGDL 70 BGLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No,3 1 3x4 2-8 SPACING- 2-0-0 CS1, DEFL. n tick) I/detl Lid PLATES GRIP Plate Grip DOL 1,25 TG 054 kikerl(I-L) 0.13 5-6 >590 240 M 1'20 2441190 Lumber DOL 1,25 BC OA9 Verl(tt-) -026 5-6 >309 It 80 Rep Spess Incr YES WR 0,02 Horz(7, L) 0,08 5 n1a n/a Code FFkG2014/TPI2007 Matrix} Weight: 27 1b F F = 2(,c. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc biacing, REACTIONS. (Ibiisrze) Max Harz 2= 1 72(LC 12) Max Uphft4= 11 7(LC 12), 2=-70(1-G 12) Max Gray 4= 1 53(LC 1), 2=342(LG 1), 5= 1 26(LC 3) FORCES. (11h) - Max. Gornp./Max, let). - All forces 250 (11b) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult,-139rnph (3-second gust) Vasd=108mph, TCDL=4,2pks(1 BGDL=6,0psf1 h=25111 Cal. 11; Exp B, EnU, GCpj=0,18; MWFRS (envelope) gable end zone and G-C Interror(l) zone, cantilever left and right exposed IC-C for rnembeIs and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1 .60 2) This truss has been designed for a 10,0 pst bottom chord live load nonconcurrent with any other live loads, 3) ' This truss has been designed for a live load of 20,Opst on the bottom chord in all areas where rectangle 3-6-0 tail by 2.0-0 wide will fit between the bottom chord and any other members, 4) Refer to girder($) for truss to truss Gonneclions 5) Provide rriechanical connecter, (by others) of mrss to bearing plate capable, of withstanding 100 Ilb uplift at joint(s) 2 except Ot=lb) 4=1 17, 6) "Semi -rigid pitchbteaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) "This manufactured product is designed as an individual building compon(Ait, The suitability and use of this component for any particular building is the responsibility at the building designer per ANSI I PI 1 as referenced by the building code,' WARNING, Verity deingn parametwv and READ NOTES ON THIS AND INCLUDED MITEK REFFRANCE RAGE MIP7473 rev, fai=016BEFORE USE il vl Ih t trii jil"I rivy'Ing no I is 1' I t,(wkknj of Ill, IM, 1, 1. A Inm, -4 lll rk, r ch,t I " "10 -1 , 'lily, f, 1, ri, Iv 111 ..... I, '1' PY 9 [,In of " 1, I t 'f- IAtk k M iTe k i" A"'or" -j(*- 11,4 rotfily rw I I- pwv q't —41,1l"", Witt, init I, V -a, I I- I, q sw 11 psld'y 1' 0 1( tt, 1, A(WaIO. dlqtv,lc olo. If"ll owl lw(Arjo A ftu'&, ;nd ,-ANSI/TPII Quality Crifeirlo, DSO-89 and SCSI Building Component 6904 Parke East Blvd Safety Information ov, rikit,lo k(,n-k lfur, Insituto, 2lr, N, 1-eSlk-+ 011,) 31*,/, Noxr if, rr(l, VA 22314 Tampa FL 33610 Tq(588279 T B (KY2S J01 I JACK-C)PEN TRUSS I 733606,013 Job Reference 7 640s Apr 1920% tw7ek Ir4ctustrtes. Inc Tueodlri(1930242016 Pagel ID: AtONcK8(,,rnjVq7aDt)LXIDHBySD6M-kjNCLlUiPsWtOmACvkRHZkoofL?XbjsYO[3l,,,AN 50-0 5-0-0 2s4 -- 5-0 0 5-00 Scale = 1 17 3 LOADING (psi) SPACING- 2-0-0 CS1. DEFL in loc) Ildefl Lid PLATES GRIP IGLL 20.0 Plate Grip DOL 1.25 1 G 029 Venl(LL) -0,03 2-4 >999 240 M720 244/190 Tk,',Dl- TO Liinibee DOL 1,25 BG, 0,26 Veb(TI-) -0,07 2-4 >820 180 E',? G L L 0.0 Rep Stress ;tact YES WB 0,00 Horz(TL) -000 3 nia (Va BCDL 10,0 Gode FB02014/TP12007 Matrix) Weight: 18 1 b FT -, 20% LUMBER- BRACING - TOP CHORD 2x4 SP No-2 TOP CHORD Slructufaf wood sheathing directly applied or 5-0-0 oic puirins. BOT CHORD 2x4SPNo.2 BOT CHORD Rigid ceiling directly applied or 10-0 0 oc bracing - REACTIONS. (lb/size) Max Hoiz2=128(l-.G 12) Max Uprft3=- I 06(L-C 12), 2=-70(LC 12) Max Grav,3M1 14(LG 1), 2=253(1-(., 1), 4=92(1-C; 3) FORCES. (lb) - Max. Gomp./Max, Ten, - All forces 250 (e) or less except When Shown, NOTES- (7) 1) Wind: ASCE 7-110, Vult=139oiph (3-second gust) Vasd--108rnph1 TGDt-4.2psf, BGDL=6.0pst; h=25ftl Gat, 11, Exp B, EnU, GGpi=0 18; MWFRS (envelope) gable end zone and C-C Interior(l) zone; Ganti(ever left and Fight exposed 1(-.-G for members and forces & MWFRS for reactions shown ' Lumber DOL-1,60 plate grip DOL=,1,60 2) This truss has been designed for a 10,0 pst bottom chord live load nonconcurTent with any other live loads. 3) ' 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 mom abets. 4) Rotor to girder(s) for truss 10 truss connections. 5) Provide mechanical connection (by others) Of truss to bearing plate capable of withstanding 100 In uplift at joint(s) 2 except 3= 106, 6) "Semi -rigid pitchbreaks, with fixed hoeis" Member end fixity model was used in the analysis and design of this truss. 7) 'This rnanutactuied product is designed as an individual building component, The suitability and Use Of this component for any particular building is the resporisiWity of the building designer per ANSI TPI 1 as tefeienced by the, building code,' A A WARNWGVerify design parameters and READ NOTES ON THIS AND INCLUDED MITEK RIFFERANCE PAGE 11,111- 7473 rev. 10103/2015 RIFFORE USE, q sl< tr 41H Y, is , I 1— 14 ...... .. iAhir, oW ost"', X, i"', , 1, til"'oty, o _r>it rtrKi t 1, i. ing ar to 1,sv s, it id hw—yl, - -UANt I/Tliil I Quality Criteria, DS0,89 and BCSI Building Component Safety Information (wdig ldeg twni lmlittfle, 216 N, 1- qu,l IS MiTek, 6904 Parke E1, 0 lavd Tampa. Ft- 33610 D T%ri-60 TB0025 Jack -Open Truss t I 1 M605014 Job Refe City- Floirdl 3,3566 7 W s Apr 19 2016 MiTio, (ndsisines inc. Tue Od 18 09 30.24 2016 Pfige 1 1 D: At0NcK8ernjVq7aD0LX IDH BySD6M- kj NG LIU IPsW tom ACvkRH ZeQrql.,'t qbjsY06 laM5yS E I 1-0-12 0 104 6,00 T2- Scare = 1 22 8 5 4 4x10 MT20HS 0 104 0-10,4 Plate Offsets !X'Y' G-i-o t LOADING (psi) SPACING- 20-0 CS1. DEFL- in toc) l/doll ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1,25 TG 0.66 Verl(LL) -0,00 5 >999 240 MT2 244/190 I CDL 7,0 Lumber DOL 1,25 BG 0,31 VerbTL) 0,00 5 >999 180 MT20HS 187/143 BOLL 0.0 Rep stress Inca YES WB O.00 Hahr(ll-) -007 3 that Iva BCDL 10,0 Code, FBC2014/-TP12007 (Ma"FIX) Weight: 9 11) FT 20a'; LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD except BOT CHORD 2x4 So No,2 end verticals. WEBS 2x4 SP No,3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS, (Vsize) 4,-2/MechaniGal Max Harz 5=95(1-G 9) Max Uplift5=-173(LC 10), 3=-98([-G 9), 4=153([-G 9) Max Gravy--232(LG 9), 3=66(LG 10), 4=139(L(-' 10) FORCES. ( 1b) - Max. Comp./Max. Ton. - All forces 250 (lb) or less except when shown NOTES- ( 8) 1) Wind: ASCE 7-10, Vult=139mph (3-second gust) Vasd.--108rT)ph; TGDL=4,2psI1 BCDL-=6,0pst: h=25ft' Gal. if, Exp B; Encl., CGpi=0.16; Myi ( envelope) gable end zone and C-(' Interior(,) zone; cantilever left and right exposed , end vertical left saxposed:C-C for members and f0l'GeS & MWFRS for reactions shown; Lumber DOL=1.60 plate, grip DOL=1 .60 2) All plates are MT20 plates unless otherwise indicated. 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 membeTs, 5) Refer to gi(dei(ls) for truss to hiss connections, 6) Provide mechanical connection (by others) of truss to hearing plate, capable of winstanding 100 lb uplift at joint(s) 3 except (jt=lb) 5=1 73 1 4 153. 7) " Semi - rigid pitchbseaks with fixed heels" Member end fixity model was used in the analysis and design of this nuss, 8) " This manufactured product is designed as an Individual building component, The suitability and use of this component for any particular building is the responsIbili(y of the building designer per ANSf TPI I as referenced by the building code-" A) k WARNING - Verity design parairraten, and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Affif-7473 rev. 1010312015 BEFORE USE 0, + St it I v, fit, I r " I r"'s, , r'Iy Witt, Mirk 1, "t's 1- 1"[11 sf. J"MNi f, I , s'- I "t it'/, If -f, I, of it I, t% 4I Y'Wt 1, (trid I, I, I , it, If Jivs, iw it I A lit, if[ ),I , , '" if ( a 'I it t 1I I llI Kloro us,:. Ilx, bull It q r Ie* It I1 11 " ),I '," eIfity 11w , it I If(', it Oly , A it v<In )1 1("" it " I I ,, 'Ix lyirf i I - 'I , If, 3 It m dvor If , ins 11 vov )If I MiTek' I ' 41 i" I , I,' rqf " liscx it I'l it r' P, , ir", 11%, 1" r -v"O t I i, *14'I "t sn' rVik, Ir 1, 11 J, in,11"I chof 111 1 , 'iv t tv, A, I, Il 1 ti, it 1, 111 it 1' 11 Y , A i`I I I Sri I iit ),' , r 111 > r"14 rAwoys ro' 1, siv, 1 k)4 %1 A lflly')f ic J I'' j -\" rlf , "It' It se Witt f [ s E4,:I A s w it islit 4 y r it I, I pf ''I " ' ly 1, 9w > 11 1 f ^' ?J( 1n' 'i- if lt rfti, A i, , ' tee, 1, if dir ill ff ,e 69D4 Poske East RN(I I.> 1 " 'I' A, lq("'. , I, fiv' Fy' ('w If, f 1 . it id hv it s Y t I "t It mo" n 1, 1 tiscs 'Y'l, t , ,, v,r< ANSIITPI I Quotily Criteria, DSB-89 and SCSI Brufloffing Component Safety Information (fv, rfkA 4o r,, I i i tans 11, it, I A N I (rtlre 3 1 ), /q, >xan, iii, i, ','A 14 Tampa FL 33610 T60025 7908281 J07 I. Jack Open Truss I ampa Flaw cly 1- roloa :1;3,50b ID:At0NK8er1j 12 0-10-11 6 oo i2 I 5 4 U6 LOADING (psf) SPACING- 2-00 CSL TOLL 20.0 Plate Grip DOL 1,25 T S 0,45 TGDL TO Lumber DOL 1,25 B(,, O.02 BOLL 0,0 Rep stress, incr YES WB O.00 BODL 100 Code 1`13C,2014fTP12007 Matrix} LUMBER - TOP CHORD 2x4 SP No.2 BOT CORD 2x4 SP No-2 WEBS 2x6 SP No,2 REACTIONS. (Ib/size) 5=16710-9-0, 3=-52/Mechanicai Max Herz 5=96(LC 9) Max Uplri15=-208(LC 10), 3=-290(i C 9) Max Grav5=270(LC 9), 3=238(LC 10) FORCES, (1b) - Max, Comp./Max. Ton. - All forces 250 (lb) or less except When shown - TOP CHORD 2-5=-466/355 0-10-2 Job Reference 7 46 s Apr 19 2016 M,Tek Inclustnes Inc I a 09 30 215 20I6 Page I DEFL, in 10c) Vdeii Ltd PLATES GRIP Verl(LL) 0,02 4 296 240 M120 244/190 Verl(TI-) 0,02 4 298 180 Hoizjl-) 0 10 3 n/a Iva Scare = 1 22 8 Weight; 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing direct(} applied or 0-10-2 OC pUtlins, except end verticals. BOT CHORD Rbgid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139rnph (3-second gust) Vasd=108mph; TCDL-4,2p,,f; BGDL=6.0psf1 fi=25tt; Gat, III Exp B, Encl., GGpr=0 16, MWFRS (envelope) gable end zone and G-C Interior(l) zone; cantilever left and right exposed : end vertical left exposed;G-C for members and forces & MWFRS for reactions shown: Lumber DOL=1,60 plate grip DOL=1,60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads, 3) * This Truss has been designed for a live load of 20.0pst on the bottom chord it) all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chard and any other rnembers. 4) Refer to girder($) for miss to truss connections, 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 5=208, 3=290, 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model Wes Used in the analysis and design of this Truss, 7) "This manUta(.1blired product is designed as an Individual building component. The suitability, and use of this component tot any particular Wilding is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." WARNING Verity design parainatani, and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE U11,7473 re, 1010312015 BEFORE USE. In,,, A, 11", Irsc, only r011, tvlit k nrr<><t('IS, Ibis Is i*w,, I "Illy, it -I, twm,(+q q I, 'Wil, Mtn, I is ( 'r xl In, ltvlduAt ulrdilv I, <vnr, "l"n I i'vA t'4, ri,Ij, 1, -'J jf I, No' A 1,j 4100 ' il,.d i, 1t, I qov, l it ( li"klolq "t it vici, 1, , A ;v 1,% WO - Ill, il/oi , hfI I,, tl 0 x i, ly. A 1, fill. til, A i,ll,q l ji Y it rl I I, liv ;l It t I Y,* F,j MiTek' K llwoy,, vlqull,' i fof,r"tHllly, Ind lo ['wver'l "Akrh- will, r-"Ill 4, hikity 31, 1 [roj"!Ily 4,lmo ji I 'f ljon,)tol O,Adot)c = wo wfircj it)" dolv,4y, ow( Ak,n ond I ,I,Josj or hulsos I tnjss sy,loris, s(;oANSI/TPh Quality Criteria, DSB-89 and RCSI Building Component 6904 Parke East 13*1 Safety Information t iv lll i[Ae tl_ >m litiv Plot,, intjrula, 2 I t= N, vnae 3 11, /Qoxon, too, VA 11 14, Tampa -FL 336n0 Job Iluss I russ I ype "ay rly MOM, I JO(I Jack -Open Tines I 1 1 7336050.16 T9688282 7C,4OsApr l92016M,TekindustfiosInc lue(N AtONcK8(,nijVg7aDOLXIDilBySD6M DvxeY5VNAAek0vIl1T 1-0 12 2-11-4 To 1- 2 6y 12 rAT20HS Plate Offsets IX Y1 2:0- 21 1 4 2-11-4 Cale = 1 28 0 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in Ioc) 1/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1,25 TIC 0,52 Vert(LQ 0,02 4 5 >999 240 10 T20 244/190 TGDL i,o Lumber DOL 1,25 BG 045 Verl(TL) -002 4-5 >999 180 MT20HS 187/143 BGLL 0.0 Pop Stress Incr YES WB O.00 Horz (7 L ; -0,17 3 n/a n/d BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight- 16 lb FT = 2 0 LUMBER- BRACING - TOP CHORD 2x4 SP No-2 TOP CHORD Stioclural wood sheathtrq directly applied or 2-11-4 oc purlins, except BOT CHORD 2x4 SP No,2 end vertk-,ais. WEBS 2x4 SP No-2 BOT CHORD Rigid calling directly applied or 10-0-0 m Uracing REACTIONS. (lb/size) 5=181(0-2-4,3=60/Me(,hai)ical,4-27/M(-Ghal)iGaI Max Hors 5= 1 23(LC 9) Max Uplfft5=-9( LG 8), 3-88(i-C 12), 4=-40(LC 9) Max Grav5=181 ( LG 1), 3=64(!_G 19), 4=58(LC 10) FORCES. (lb) - Max. Comp)Max, Ton. - All forces 250 (lb) or less except when shown NOTES- (9) 1) Wind: ASCE 7-10, Wllt-139mph (3-second gust) Vasd=108mplb, TCDL=4.2psf; BG DL=6,0pst1 lb=25ftl Cat, 11: Exp B; Encl., GGpi=0.181 MWFRS (envefqpie) gable end zone and G-G Intebor(l) zone; cantilever left and right exposed; end vertical left exposed;G-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 .60 2) All plates are MT20 plates unless otherwise indicated. 3) This puss 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,Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections 6) Piovide tnechartical connection (by others) of truss to bearing plate at joint(s) 5, 7) Provide tnechaniGal connection (by others) of truss to nearing plate capable of withstanding 100 lb uplift at joint($) 5, 3, 4. 8) "Semi -rigid pitGhb;eaks with fixed heels" Member end fixity model was used in the analysis and design of this puss, 9) "This manufactured product is designed as an individual building component. The suitability and use of this cornponent for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code,' A'X WARNlNG • VenNydesign paramakets and READ NOTES ON THIS AND Ml UDEO utrEK REFERANCE PAGE Ulf-7473mv. FW0312016 BEFORE USE. only will, onlya, 1"Is, nvlist,y If ' o hu-ntomK,tow (Nlhn io,,kpvr, mu'l "'only th-4 j,il, olinty old-i jn t lhr ''vet'ill tM19,10mdo"01, 1, t , I, kill to of indotciu)l ine", if-f 0, (,1 -Ny MiTek' Jofqlily llld I,,j,wV,, nf (-It, il", 'Jlhf-sol A,, k3tlrhjl, fcI Ihe kltvk .;h-L 'Jovjqo, J- Jor ,illd t lociflq 4[mo-lo I Quality Criteria, DSB-89 and BCSI Building Component 6W4 Parke East l3kvd Safety nformatfon Iv. of,ti lu,"i InN, 1-,stj-rsulke 11?, Wxondll,), Tanaka H_ 3s610 T60M, Truss Tiuss type Oty Ply T96882Kq Jack Open Trust 1 1 713605017 Job Reference CIL_ Punt c—,—y 7 640 s Apt 19 2016 Ili rnduslrles Inc T.e Oct Is 09 30 216 2016 Page I IL):AtONcK8emjVq7aDOLXIDHBySD6M-li61JlIRWOxrmbe3Kbl9Uie3VAS8173dMYUVt)ho YSEMB 2-8-15 Scale: 1"-=1' 3x4 — 2-6 15 2-6-15 LOADING (psi} SPACING- 2-0-0 CSI, DEFL, In loc) 1/defi ud PLATES GRIP TGLL 20.0 Plate Grip DOL 1,25 TC 0 OEr Vetl(I-I-) -0,00 1 3 >999 240 MT20 244/190 TCDL 70 Lumber DOL 1.25 PC 0,06 VeW(TL) -0,00 1-3 >999 180 BOLL 0.0 Rep Stress Incr YES WB 0,100 Hoiz(TL) -000 2 nia rVa BCDL 10,0 Gode FBC2014ff`Pt2007 Mallix) Wetqhl, 8 lb F-T = 20% LUMBER- BRACING - TOP 2x4 SP Nci,2 IOP CHORD Structwai wood sheathing dlrectiy applied of 2-6 15 oc pniilin, ROT CHORD 2x4 SP No,2 BOT C HORD Rigid calling directly applied or 10-0-0 oc btacing REACTIONS. (Ib/size) Max Herz 1 -65([,.0 12) Max Uplift 1 = -8(LC 12), 2=-62(LC 12) Max Gravl=87(LG 1), 2=63(LC 1), 3=47(LC 3), FORCES. (lb) - Max. Gorrip./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- (7) 1) Wind: ASCE 7,10: Vult=139rnph (3-second gust) Vasd=108mph, TCD[,4,2psl; BGDL=,6.0psf: h=251t, Gat, III Exp PI Encl_ GiCpi--018; MWFRS (envelope) gable end zone and G-G Intenor(l) zone, cantilever left and tight exposed;C-G for members and forces & MWFRS for reactions shown, Lumtaet DOL l .60 plate gnp D0L=1 .60 2) This truss has been designed for a 10.0 pst bottort) chord live load nonoonGurrent with any other live loads, 3) "This truss has been designed for a live load of 20,0pisf on the bottom chord in all areas whore, a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 4) Refer to grrder($) for truss to truss connections, 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at lourt(s) 1, 2, 6) "Semi -rigid pitchtifeaks with fixed heels' Member end fixity model was, used in the analysis and design of this truss. 7) 'This manufactured product is designed as an individual building component, The Suitability and use of this component for any padICUIai bUilding is the tesponstbility of the building designer per ANSI TPI 1 as referenced by the buildingt;ode " WARNING, Verity design parameters and READ NOTES ONrHf$ AND INCtUDED MITEK REFERANCE PAGE Afff-7473 tev, 10/0"015 BEFORE USE, Ilm,4 sirjn I," I, 1,-l nIv iff"ll I a it, III I i5, r,'t ill, III, 11vtIll. litx lit, Iil,j , orrl -,tv'W it, J',oIlva wi0v,vify tho )[JAk , Ittlity -f' r—kpi I'll it ... I"i,<41rirl"t'I]Yh),"1.""I"tt,i"j(,i,l ii,1,ti),",,,,, rll t'lit iltc,A ;,>Sigll I t I MiTek' qill, $, ffl+I 11,l,ll-linq jh, frtt,I, olka 1, 'E'loq0, d0lvory, ol"Airl Ind I A(I-ilill of illls,,,s < ni, I It, — sVskafis, w(,,ANSI/TPu Quality Criteria, DSB-89 and BCSI Building Component i 6904 Parke East Blvd Safety Information ov. ArIll,) Isom 218 rjI,- Tampa FL 33610 TK88284 TB4025 IJ10 Jack Open Truss I I 73,?605016 7 (40 s Ant 19 2016 M,Tek Industries Inc I lie Oct la 09 30 c6 2016 Vage I ID:AtONcK8emjVg7aDOLXIDHBySD6M-h6UIIRWOxTmbe3Kbl9Uie3V7y8il3dMrUVnhO ySEM8 4-6-15 Scale = 1 17 1 4-11-15 4-15-15 LOADING (pst) SPACING- 20-0 CSL DEFL, in for) Udell Ltd PLATES GRIP TOLL 20,C) Plate Grp DOL 1,25 T C 0.30 Vetl(I-L) 0,02 1-3 999 240 MT20 244/190 TCDL 7 a Lumber DOL 1,25 BG 023 Verl(TL) -0,05 1-3 973 180 BUL 00 Rep Stress incr YES W B 0 00 HoIz(TL,l -0,00 2 n/a Iva BCDL 10.0 Code 1`13C.2014/TP12007 Matrix) Weight 15 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD StRiclwal Wood sheatrarkj dlrectly applied or 4 6-15 oc purlins. BOT CHORD 2x4 So No,2 ROT CHORD Rigid ceiling diitotly applied or 10-0-0 oc bnictrig, REACTIONS. (lb/sIze) Max Horz 1=109(LC 12) Max Upliftftl=-21 (LC 12)12=-109(LG 12) Max Gravl=161(I_C 1), 2=117(LC 1), 3=87(LC 3) FORCES, fib) -Max. Conip,/Max. Teri, All forces 250 fib) or less except when shown NOTES- (7) 1) Wind: ASCE 7-10; Vult=139niph (3 second gust) Vasd=108rnph TCDL=4.2psf: BGDL=6,0psf h=25ft; Gal, 11; Exp B ETIGI,, CAGPJM0,181 MWFRS (envelope) gable end zone and G-C Intenot(l) zone; cantilever left and right exposed;(_C tot hien-rhets and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1,60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconGUnent with any other live loads. 3) * This truss has been designed for a live, load of 20,0pst on the bottom chord in all areas where a rectangle 3-6-0 [all by 2-0-0 wide will fit between the bottom chord and any other merobeisi, 4) Refer to giider(s) for truss to truss Gonnections, 5) Provide mechanical connection (by others) of truss to hearing plate, capable of withstanding 100 lb uplift at joints) 1 except (jt=lb) 2=109. 6) "Sernkiqld pitohbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss 7) 'This product is designed as an individual building component, The suitability and use of this cornporient for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the bUildil"19 code," A& WARNING, Vedlydealgripararrietersand READ NOTES ON TIPS AND INCLUDED AVIEK REFERANCE PAOEMII-7473 rev, 1010312015 BEFORE USE, 1, slqTl Vc III, I f"I mo: 1 4V \olr) JAI rok, "t'noct-1, IAAdilar I 11NIJ "I, ,j,I ri,1 xrtl il l in, *, llk, 11" 1- In, Irvi lu'll It, I,,, 0 ot, il/"l lvq l ;fj,10 ol,ly MiTek' for will, t"%ol"11 it'llay')tl, I t'i"t-tty 4 rflvky I')l t,401 ytlji I'm,- kt J, it, lin'l ffw rohit- III(I" cjofimo, doiivoly, ere. Ih era ond I+ l, ri j ot njw,," itcl tiji,% sY,Iollis. ,!,akN5I/TRII Quality Criteria, DSB-89 and SCSI Building Component 0104 flatke East Blvd Safety Information ovoil'Alo trolly Im"I, MIII ?IA III, trex :An-r. quite. %1}1MaxixXiiltr. VA ?2131 A. Tanyla, Ft, 33610 runs T80025 R02T HIP GIRDER 3 733601101 9 J.h Rotor, T 9 6 8 8 21, 85 Plant City Florida 335C6 7.640 s Apr Is 2016 MITek indusure, Inc I ue Oct If?, 09 cO 2H 2O16 ID:AtONcK8emjVq7aiDOLXIDHBySD6M-(iUcnA7XGS50,JtNTzBZWDjUaSbyEGXKmBxpI a-4 2,111-0 -1,12 i-o- 'so 4 4-0 20-0 4-9-4 i 6-12 3-4-4 1-1-12 2-1-0 32-12 3-441 2-5-12 42-1 4-9-IS 1-0-0 6xe 2x4 5x8 - 6X8 -Z 6 7 8 g 10 11 12 13 Scale = 1 71A e 3X6 33 24 27 36 22 5X8 2x4 2X4 2,% 12 Sx12 "N 20 3XG 7 0 1, 4I 0 ei- " I I a a 4 13toQ2111e 26,c-4 al 0 0 KSII S 4100 44 0 0 A A 4 5 F , 12 1- 9 i f 2 H 1 t 5 7 2 4 f1 1' 2-- late tsits MY)- 13 jLzI _._ LOADING ( psh SPACING- 2-00 CSI, DEFT, n foci Vdeff lid PLATES GRIP I GLL 20,0 Plate Grip DOL 1,25 TC 036 Vert(LI-) 0,55 22 >853 240 M'T 20 244,1190 TGDL 70 Luoibeir DOL 1,25 BC 0,85 Verl(71-) -1 23 22 >383 180 BOLL 0,0 Rep Stress incr NO W B 0,77 Horz(I L) 0,56 15 n/a rota BC DL 10,0 Code FBC2014TP12007 (Matrix) Weight- 826 in FT - 20'l; LUMBER- BRACING - TOP CHORD 20 So tdo.2 *Except' TOPCHORD Stwctuial wood sheraffilng directly applied or 6-0-0 oc puffins, 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: BOT CHORD 2x6 SP M 265 *Except* 10-040 ciG praoing: 2123 2-33, 22-27.6-23: 2x4 SF No,2 WEBS 2x4 SP No.3 *Except* 7 21, 21-28: 2x4 SP No,2 REACTIONS. (Wsize) 2-3779/0-8-0,15=2443/0-8-0 Max Herz 2=95(LG 8) Max Upff12= - 1021 (1-G 5), 1 5=-594 (LC 4) FORCES. (lb) - Max. GornpiMax. Ten, - All force,,, 250 (1b) ca less except when shown. TOP CHORD 2-3-588111614, 3-4,---11674/3233,4-5,-,-9321/2655, 5-6=-823212393, 6-7=-9192/2691, 7-8= 1821315181, 8-9=-1848715251, 9-10 18487/5251, 10-1 1-17305/4643, 11-12- 15074/4139, 12-13=-12374/3345,13 14- 816112094, 14-15=-804612068 BOFGHORD 233=- 1286/4556, 3 32=-2767/9691, 31-32=-2858/10178, 31-34=-2356/8323, 30-34=- 235618323,29-30=-2069/7306,26-29= 2069/7306,26-2eiz, 2421857, 26-35=- 2421857,25-35=-242/857,2021=-4773117305, 19-20=4060/15074, 18-19= 3256/12499, 17-18---,1918/7647, 15-17=-182017207, 21-25=-154/707, 8-21=- 24/264 WEBS 32-, 33=-797/2872,6-30=-610/2019, 12-18=1531/536, 13 18--- 1720/6093, 3-33=- 4849/1372, 4-32=-294/1275, 14-1 13-17=-282/222, 11-19=1437/505, 12-19= 921/2988, 11-20---807/2607, 10-20-1026/382, 10-21 =-489/1424, 24-26=-97/425, 6-28-753/ 2453, 7-28=-3774/11581 7-21 =-2639/9561, 21-28=2566/8997, 5-31=-48211766, 5-30-1696/ 572,4-31=-1880/575 NOTES- (13) 1) 3-ply truss to be connected together with 10d M,131"xX) nails as folfows: Top chords connected as toliowsi 2x4 1 tow at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oG. Bottom dhotcls connected as follows: 2x4 - I row at 0-9-0 oc. 2x6 - 2 rows staggered a, 0-9-0 oc, Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2) All loads are considered equally applied to all plies, except it noted is front (' F) or back (B) face in the LOAD CASE(S) section. Ply to ply Connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) Unbalanced roof live loads have, been considered for this design, 4) Wind: ASCE 7-10: Vult-1 39rnph (3-seoond gust) Vidsd--,=108mplh, TGDL=4.2psf, BGD!-6,0psf; h=25ft; Got, I], Exp B, End- G(;pt=0, 18; MWFRS (envislope) gable end zone; cantilever left and rfghl exposed , Lumber DOL-1.60 plate grip DOL=1,60 5) Provide adequate drainage to prevent water pondinig, 3) All plates are 4X6 MT20 unless otherwise indicated 7) This truss has been designed for a 10.0 psf bottom chord live, load nonuoncurrent with any other live loads. 8) * This truss has been designed for a live load of 20,0psf on the, bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wick. will I pp I01% ftlflg)"m14 -ttorn chord and any other members. A)I, WARNING- Verity design paranairtate end READ NOTES ON THIS AND INCLUDED U!TEK REFERANCE PAGE "11-7473,ev. 10/03,2015 BEFORE USE, ll-olliy vvdh - nli- tol -mj-notil, El H I r" ok-jys -, riste'll for srol'iljo, ,hr i I(' jim"cl oll, rf,w W11r) I, mfl,ke I ri Inimv ol'."i I v-j 'It,, 4 Im, rw iot'rication, A- to,w. <161'vely, I on'j I,kmostll-A Quality Criteria, DU,$9 and RCSI Sultding Component Safety Information ova rllol*n 11-fil rj MiTek' 6004 Parke Bast Blvd Tampa f"k, 33610 M9 T966R285 1`80025 R02 T Hit' GIRDER ID:At0NcK8Limj 3 J7 n 'b' 6 OR"' 0 11) 7.640 s Apr 19 2016 M,Tok Industries Inc Tue 0, l,.XIDH6ySD6M-dUcnA7X(.' $50JLNTz8ZWDjU NOTES- (13) 9) Bearing at joint(s) 15 considers parallel to grain value using ANSIfT P1 1 angle to grain formula. Building designer should Verify GaPaCity of hearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 2=1021 , 1 5=594, 11) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this 11 LISS, 12) Hanger(s) or other connection device(s) shall be provided Sufficient to support concentrated load(s) 997 lb down and 320 lb up at 7-0-0 on bottom chord. The design/selerron of sucin connection device(s) is the responsibility of others. 13) "This manufaCtUned product is designed as an Individual building component, The Suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code-" LOAD l Standard 1) Dead + Roof Live (balanGed): Lumber Increase=1,25, Plate Increase=t25 Uniform Loads (pit) Vert: 1-6=-54, 6-13=-54, 13 16=,-54, 2-33=-20, 32-34=-20, 26-34=-186(F=-168), 26-35=-168(F), 27-36=-188(F=-168), 23-36---20, 22-23-20, 18-21-20, 15-18=-20 Concentrated Loads (11b) Vert 31=-997(F) WARNING, Verify design parameters and READ NOTES ON THIS AND INCL UDED MITCK REFERANCE PAGE Affir-7473 rev. 1010312019 BEFORE USE o,,4,I,) ,, llid L't u"Al only will, mil ", —4,1— I'J" K l asz t,,I,Iv ut-ri Iwlm,114111)0\0, it,, i iL 'F , K; indIvIdtf, 11 kIII-VIVI o Inn,, system) NA'* use, It ,, t,IkiIdIlIq must lust 4,ajfy lk ")I 'ilr, ot 40Y "I 'R"'A' It I ["ll", I w I, li, - ill, I[ t"r I IV it I, ,I I, + it,, II'L" it It I.,Vonrl Nil' in, It,, te, pnw, III t u, kill ";L -f it, 1rl III,, ,,,""'A h, ill, J/-i '11, ,,1 it ), ... MiTek' I%, IV,,, n qnll- I ("I lot Ally, it Vi• I, s r lov,lt it, 'Il, 1pywilt i j - ,%Il* e 11 it lit ay, III, if I", , ll: it n, doftv,qy, e,r,,., 11,ll "Il" I ko, anti of Inmw,lw$ tnwsyskmi, -,AN5I/TPII Quality Criteria, DSB-89 and RCSI Building Component 6904 Parke East Blvd. Tampa. Fl- 33610 TB0025 Truss Truss Type City Ply R03T Nip Tnnss t 1 733605020 Job Reference tjonal arnpa, Plant Coy 1710100 13566 7.640 s Aprr 19 2016 Weli Industries inc Tuo Oct 18 09 30 29 2016 Page I ID:AtONcKBemjVg7aDOLXIDHBySD(3M-59A9OTYuDO89VX2AiHI SGh7VCMbEGIGHAT0LljySEM8 34-9 11-0-0 15.4-0 3,4-14 29-0-0 72 33 10-6 4 Tvq 1-7-6 S 6-1-10 1 0.0 Scale = 1:725 6X8 SX8 5X8 7 7 3X6 -- V 7XI0 23 20 19 7x 10 2,96 t 5X8 5X6 3x8 2-12,0-1 I 15:0 4-12,0-5-01. 117:0-3-1 LOADING (psf) SPACING- 2-0-0 Cst. DEFL. in (Ioc) I/defl L/d TELL 20.0 Plate Grip DOL 1.25 TC 0,88 Veil(LL) -0,52 18 >903 240 TCDL TO Lumber DOL 1,25 BG 080 Vetl(ll L) -1, 21 23 >391 180 BCLL 0,0 Rep Stiess, Incr YES WB 095 Horz(TU 065 12 n/a Iva BCDL 100 Code FBC2014ITP12007 (Matrix) LUMBER- BRACING - TOP CHORD 2x6 SP No,2 TOP CHORD 1- 5: 2x4 SP No, 1, 9-13: 2X4 SP No-2 BOTCHORD BOT CHORD 2x4 SP No.2 *Except' 3- 24: 2x4 SP M 31, 15-1T 12-15: 2x6 SP M 26 WEBS 2x4 SP No,3 'Except' WEBS 5- 17: 2x4 SP No,2 SLIDER Right 2x4 SP No.2 2-4-1 REACTIONS, ( Ilb/size) 2=156010-8.0, 12-,,1551/0-8-0 Max Holz 2=-1 14(LG 17) Max Unifi[2=-281 (LC 12), 12=-287(LC 13) FORCES, ( lb) - Max, Comp,/Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3--2126/406, 3-4-42571825, 4-52639/566, 5-6=-5368/1135, 6 7=-5393/1130, 7-8=- 5393/1130,8-9=-4310/854, 9-10=-45141870, 10-11--474()1920,11-12=-4814/905 BOT CHORD 2-27=-28311547,3-26=-762/4047,25-26=-734/3856,24-25=-734/3856, 16-17-- 96215227, 15-16=- 96215227,14-15=-7(3514341, 12-14--761/4311 WEBS 26- 27=-146/89115-24=-255/177, 6-17.-,-357/247,5-17--6()5/3094, 17-24=-454/2502, 9-15--- 250/1731, 175/360,10-15---270/296,8-17=-96/303,3-27=-1922/346, 4-25- 0/536,4-211=-14111511 PLATES GRIP MT20 244/ 190 MT20HS 1871143 Weight, 256 lb FT = 20% Structural wood sheathing directly appied. ftiyicf ceiling direrxtyappfied or 10_p-0 oc bracing, Except: 8-11 13 oc bracing: 25-26 9-0 15 oc bracing: 24-25, 1 Row at micipt 4-24 NOTES- (11) 1) Unbalanced coot live loads have been considered for this design, 2) Wind: ASGE 7-10 ' Vult--139mph (3-seocind gust) Vasd=108rnph; TGDL=4.2pst, BC DL=6,0psf; h=25ft; Gat, 11, Exp B; Encl_ GGpi=0,181 MWFRS (envelope) gable end zone and C-C interiot(l) zone: cantilever left and right exposed C-C for rnembers and totcos & MWFRS for reactions shoyvnLumber DOL-1,60 plate gnp DOL= 1,60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated, 5) All plates are 2x4 MT20 unless otherwise Indicated. 6) This truss has been designed for a 10.0 p-.f bottom chord live load nonGoncurrent with any other live loads, 7) * This truss has poen designed for a live, load of 20,0pst on the bottorn chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI I angle to grain f(galtia, Building designer should verity capacity of bearing surface. 9) Pica nde. mechanical connection (by other,,,) of truss to bearing plate capable of withstanding 100 in uplift at joint(s) except (jt=,Jb) 2=281 12=267, 10) " Semi rigid pitobbloaks with fixed heels" Member end fixity model was used in, the analysis and design of this truss, 11) "This manufactured product is designed as an Individual building component. The suitability and use of this component for any partic(,dar Wilding is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." B WARNING Verrrydesign painnnotern, and READ NOTES ON THIS AND INCLUDED Mr77K REFERANCE PAGE M11-7473 rev, 1""016 BEFORE USE, t),xKtn v, Ad foi mo "Illy With 01,*0 1"Is this - J'-Agp1 1, 1, rue,d "nly uf, x, lxx, fil-lor, 'if). I is k,f on it 11"'I, llk,ji t r-fnri;cif Nil' rte trtxs MiTek' I, okq, ry's I- I01- Ifr st'It'itity (it ld f, I lov(A '41(1[so Witt, I i Is-wlr 4,ifify on I jq or ,Jfy (1, it T'et- I' f q,(,ovll q4i's" i, W,y A IIIin fill rA,ir aIWan. sic I(jo. " ro-f"n ark:! WAw" oll; Imm wI„"II"'WxakNSI/TP0 Quality Criteria, DSB-n and SCSI Building Component 6904 Parke El,,n Blvd Safety Intotmation ivy* A 4,= tr,, m Itim, Illok Infflul,t, 2111 N i-, itnwt, Stnkr M51, Al,xarvfrl,r, Tampa FL "6510 T60025 R04 HIP TRUSS 1 733605021 T9Q,9287 I 7.640 s Apr Is 2016 M,Tek 111drstne, firic Tue Oct 18 Ori 30 30 2016 Parre I ID:AtONcK8ernlVg7a[)Qt-XiDHBySD6MZtkXbi)ZW tG06hdM(`, YhovIjcrl)wI'7DaR07IuZIyS 6-2-12 13.0-0 18-7 12 .6 -_4-0 35-8-, -0-0 A 1 (-4 7--12 1-1-12 7-2 8 1-6-4 2-9-12 4-4-0 44-0 1-0.0 GXB -- 2x4 5 18 16 16 - oxtl 4x6 2x 4 I 4x12 2X4 I 296 12 Scare z 1.71 4 6-2-12 13-0-01 18-7-12 1 q-9-4 27-0-0 28_6_4. Ki_6.0 40,0 e 6-2. 2 6-9-5 5-7-12 -1 7-2 a 1-6-4 4-11-12 6-6-0 4 -11(9 Jd o _L!3_ 02-4 4 LOADING fpsf) SPACING- 2-0-0 CS1, DEFL, In loc) Ildell Ud PLATES GRIP TOLL 20,0 Plate Grip DOL 1,25 TG 0,65 Ven(LL) -0,40 14 >999 240 M1`20 2441190 TGDL 70 Lumber DOL 1,25 BG 0,78 Verl(I'L) 1,04 12-13 >454 180, MT20II-S 1 B71,143 BOLL 0_0 Rep Sliess, incr YES WB 0,88 Horz(Lt-) 053 9 ri/a Iva BGDL 10D Code FBC2014/TP12007 Matrix) Welghl: 215 1b FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No-2 TOPCHORD StiuOural wood sheathing directly applied or 2-2-10 Oc PUllinS, 4-6: 2x6 SP No.2 BOOT CHORD Rigid ceiling directly applied or 7-1-5 oc brac.,ing, Except. BOOT CHORD 2x4 SP No.2 `Except' 10-0-0 oc bracing: 13-15 12-13: 2x6 SP No.2, 9 12: 2x4 SP No. 1, 5-15: 2x4 SP No-3 WEBS 20 SP No.3 WEDGE Right: 2x4 SP No,3 REACTIONS. (Ib/ size) 2=1539/08-0,9=1538/08-0 Max Horz 2=- 1 33(LG 13) Max UpIIft2=-317((., C 12), 13) FORCES, (lb) - Max. Comp,/Max, Ten. All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-27891574, 3-4=-2287/527, 4-5=-3912/839, 6-7,--4336/855, 7-8=-4559/ 863, 8-9=-4579/939 B01 CHORD 2- 18=-473/2403, 17-1B=A73/2403, 16-17-- 47312403, 12-13---493/3325, 11-12-712/4192, 9,11 = - 787/ 4049, 5 13=-464/308 WEBS 3-1 8=0/263, 3-16-487/277, 4-16=-591(180, 13-16=-330/2161, 4-13=-419/2314, 6-13=-264/ 883, 6-12-175/1399, 7-12=-251/250 NOTES- (10) 1) Unbalanced root live leads have been considered for this design. 2) Wind: ASGF 7-10; Vult=139mph (3-second gust) Vasd=loorophTCDL=4,2psf: 13GI)L=6,0pst; h=2501 Gat, III Exp B, Encl., Gcpi=0,181 MWFRS (envelope) gable end zone and G-C Intefroi(l) zone; cantilever left and right exposed ;G-G tot membets and forces & MWFFIS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plovide 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 nonGoncu I rent with any other try(?, loads. 6) ' This truss has been designed for a live load of 20.6psf on the botron) ctnarrl in all areas where a rectangle 3-6-0 tall by 2-0-0 wide, will fit between the bottom chard and any other rnornbers, 7) Bearing at J011" It(S) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection ( by Whets) Of truss to bearing plate capable of withstanding 100 In uplift at joint(s) except (jt=lb) 2=31 7, 9=318 9) "Semi - rigid prohbreaks with fixed heels" Member end fixity model was used in the analysis and design of this Miss. 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the bUllding code," A WARNING - V.Wy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFFRANCE PAGE MY-7473 rev, 1010"0156EFOREUSE o,'4qn "'Ad (,,I im, 4 srnryaOlh mil"k" I* I '111, u;-F, av""ll, '111, 1 is (-a -aul"flm, imll tAMbili,rj , rr l Atilly ''I 4"*In f . 1l, g,'olor, 11,1 t';+ q ,Ily v " ('It thr, I'l, , th, of' MiTek otis 0"l,r" jo, ' J, Ilv, its, of", tio, Ion, It wl, Ind of tmws,llld woANSI/TPII Quality Criteria, DSB-89 and SCSI WJdknq Component i 6904 Parke East 61,ld Safety Inofmotion ov<lllof 4f) h( I'll lfas Pi. lke fel4ril111e, 218 ir, I,- sif-1, sItite 317, Nor, rnilfiiVA ?2314, TatWa FL 33610 I RISS I ype T60025 H05 Hip Truss I 1 733605022 T96",2" I Fu msot-me Tampa -,- Phm Crty, Florida 1'a566 7 640 s Apr 19 2016 Wei, Industries Inc Tue Oct 18 09 30 ',0 2016 Page I ID:AtONcK8et,nlVg7aDO[-XIDIiByS[)6M- l3lwp9,,,IBI0OtkrCYql3wt,6csz9Gdke7adnVs5BySEM6 7-6,0 760 3-7-12 6-4-4 3-6-4 5-0-9 6-5-2 100 2X4 5X6 i6en , 4 5 6 11) - 17 16 6x8 4x6 2x4 6X8 2x4 2 546 12 Scale = 1 72 6 7-CI-0 15-0-0 18 -11-12 28-6-4 33-6-1-A 400-0 7-6-0 3-7-12 3-C,-4 - -- Pate offset5 'y LOADING (psf) SPACING- 2-00 csl. EFL. 10c) ildeff Ud PLATES GRIP TOLL 20-0 Plate Grip DOL 1 25 TG, 0,80 Vorl(LL) -0,38 13 >999 240 MT20 244/190 TCDL 70 Lumber DOL 1,25 BG 081 Vorljl-) -1,02 13-14 >464 180 MI-20HS 187/143 BGLL O'D Rep Stress Incr YES W B 0,99 I-cqz(Tl..) 0,53 10 nol I-va BGDL 10.0 Code FBC20l4/TPI2007 Matrix) Weight: 227 Ib FT z 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, 8-11: 2x4 SP No, 1 BOT CHORD Rigid ceiling directly applied of 6-0-0 oc bracing, Except SOT CHORD 2x4 SP No.2 *Except' 10-0-0 (-to bracing: 14-16 13-14: 2x6 SP No.2, 10-13: 2x4 SP No, 1, 5-16: 2x4 SP No.3 WEBS 1 Row at midpt 3-17 WEBS 2x4 SP Nct.3 WEDGE Right: 2x4 SP No,3 REACTIONS. (ibisize) 2=1539/0-8-0, 10=1538/0-8-0 Max Holz 2= 153(1-(' , 16) Max Uplrft2=-339(LG 12), 10=-339(LG 13) FORCES, (ib) - Max. Comp./Max, Ten. - Ail forces 250 (lb) of less except when shown. TOP C+40RD 2-3-z-2751/552, 3-421313/498,4-5=-3018/646, 5-6--3046/649,6-7= 4281/687, 7- 8---4224/604, 8-9=-4300f787, 9 10=,-4823/909 BOrCHORD 2-19--502/2363, 18-19=-503/2359, 17-18---503/2359, 13-14=-36112768, 12-13=-748/4305, 10- 12=-751/4303, 5-14=-299/213 WEBS 3-19-0/316, 3-17=-618/327, 4-17-,,-921/156, 9-13=-417131 7, 14-17--,,-239/2253, 4-14--256(1952, 6-14=-123/526, 6-13=-37911758 NOTES- (10) 1) Unbalanced toot live loads have been considered for thts design. 2) Wind: ASCE 7- 10, Vull=139mph (3-second gust) Vasd=108mph; TGEIL=4.2pst, BGDL=6,0psf1 ln=251h, Gat. III Exp B; Encl., GGp(=0,18; MWFRS (envelope) gable end zone and G-C Intenot(l) zone, cantilever left and tight exposed IC-C for members and forces & MWFRS for reactions shown; 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 rsxiconcurrent with any other live load$, 6) * This truss, has been designed for a live, load of 20,Opst on the holltoro chord in all areas where a tecptngie 3-6-0 fall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Beating at joint( s) 10 considers parallel to grain Willie Using ANS[fTPI 1 ange, to grain formula, building designer should verify capacity of hearing SUnaCe, 8) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 Ilp uplift at joint(,,,) except (11=lb) 2-339, 1 0=339, 9) " Serni-rigid pilohNeaks with fixed heels" Member end fixity Model Was Used in the analysis and design of this truss- 10) "Th€s manufaGklled product is designed as an individual building cornpexlent. The SUltablitty and use of this component for any particular buldng is the responsibility of the building designer per ANSI TPI I as referenced by the building cads." WARNING , Verity design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFFRANCE PAGE Wit-7473rev I0l WO15 BEFORE USE 01ImSy'lem N+owuw, 11'K J,^qx, i"I" jj,s it MR I I III, At x I , I( IJ, It '. N , I, , 0 1') it it I o , tcl C J'- ' It I jl J<Jj I is 1 (4 it, IM III, 11 tRll',, '-)j , It , I Jot , tv I, f I ... Imt -I,, , 'N A, I, i0i"t, it I' m; + t, V , xi,If, fm I i'm I It I Y,tn,I M iTe, k is oos,,yc;(,qi; iw'j toil oot'llip, .tact I I(, I" wml, Witt I I ,)Iwfiof i;tjo,y -)",j p-j -ly Jmotjo 1(4 rM, FOI qiii,loii, • wq, tf, 9i't I the Quality Criteria, D$8. 89 and RCSI Budding Component 6904 Pmke East Bed 1, tiulte 3)7, AJoIV,w lit, i, VA P25I4. Timpi Fr 33610 Tq6682B9 RK Nip Tress t 1 ot3(505023 Job Referelic T-l-- - tc- T- - 7 640 s Apt 19 2016 MtTek rnd.sme, Inc. Tue Oct 18 09 30 32 2016 Page 1ti,:;i CTy. a 4, IDAtONeKBenijVq7aDOLXIDHByS06M-VFsIOUbn)WJWkM nlNPb9tKP8ZbKT6SjsREedySEM5 6-10- 4 11-10-13 17 00 19-916 23-0-0 26-11-0 33-6-14 40-0-0 41-0-0 1-0- 0 6-10-4 5-0-9 5-1-3 2-9-8 3-2-8 3-11 0 6-7-13 6-5-2 1-010 600 I 12 4X6 LOADING ( psf) SPACING- 2-0-0 TOLL 20, 0 Plate Grip DOL 1,25 T(-,DL 70 Lorr-,bet DOi- 125 BGLL 0, 0 Rep Stress Inct YES BCDL 10. 0 Code FBC2014/TPl2007 5X6 - 19 is 502 3X4 LUMBER - TOP CHORD 2x4 SP No-1 'Except* 6-7: 2x4 SP NO,2 BOr CHORD 20 SP No2 *Except* 11-14, 2-19:2x4 .13P M 31, 6.18:2x4 SP No,3 WEBS 20 SP N0.3 5KC, Scale = 1 73 7 2 96 12 3x 12 MT, -OHS - 00 19- 98 23-0 0 23-6-14 28-C`4 33 f, 14 4000 L-3 1 2 8 --4-11-6 6-5-2 CSL DEFL. It, loc) Udell Ud PLATES GRIP TC 0, 90 Verl(i-L) -0,39 13-14 >999 240 MT20 24411%, BG 0, 84 Vertjl-) -1,03 17 >465 180 M1 20HS 1871143 WB 0. 92 Horz(l L) 0.53 11 n/a TI/a Matrix-m) Weight, 223 Ib FJ r 20'% BRACING - TOP CHORD Structural wood sheathing directly applied, BOT CHORD Rigid oe0ng directly applied or 6-0-0 oc bracing. Except: 10-0- 0 oc bracing: 16-18 WEBS I Row at micipt 6-15 REACTIONS, (lbts( ze) 11--,1548/0-8-0,2=157910-8-0 Max llorz 2=- 1 72(LG 17) Max Upliftl 1 =-347(1-C 13), 2=-344([-C 12) FORCES. (lb) - Max, Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-27171585,3-4=-2414/477,4-5=-2345/494, 5-6=-2982/550, 6-7=-2519/527, 7-8-- 2651/563,6-9=-43781773, 9-10=-4455f760. 10-11=-49641932 BOTGHORD 2- 19=-582/2358, 15- 16-268/2591, 14-15=-435/3405,13 14 761/4505, 11-13=-759/4480, 6-16=- 172/1078 WEBS 10-14-- 4881360, 6-15=-289(120, 7-15--125/1021, 5-19---664/155, 3-19=-312/267, 8-1 5=- 1264/391, 6-14=- 185/1355, 16-19=-390/2419, 5-16=01613 NOTES- (10) 1) Unbalanced peat live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=139mph (3-second 9LISt) Vasd= I D8mphl TGDL=42psf1 BCDL--6.Qpsf1 h=25tt, Gat, If, Exp B; Encl- Gcpt=O, 18, MWFRS (envelope) gable end zone and C-C Interior(t) zone, cantilever left and right exposed;G-C for members and forces & MWFRS for ie,100nS Spawn; Lumber DO1=1,60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding, 4) Ail plates are MT20 plates unless otherwise indicated, 5) This Kiss has been designed for it 10.0 pgf bottom chord live load nonconcurront with any other live. loads, 6) ' This tRiss has been designed for a live load of 20.0pst on the bottom chord in all areas whole a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Boating at) omt(s) 11 considers parallel to grain value using ANSI/TPI 1 angle, to grain formula. Building designer should verity capacity of bearing surface, 8) Provide mecharrical connection (by others) of truss to pealing plate capable of withstanding 100 lb uplift at joirips) except Cjt=lb) 11 =347, 2=344, 9) " Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 10) "This manuta0ured product Is designed as an individual building Gomponent. The sultarelity and use of this component for any partrWlar building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code," WARNWO - Vordy design p4mmerins and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE U11-7473,ev. la,03=156EFORE USE, V,141 k, t u- only willi Mil mne*: I-i, tms'Wom, llk4ow tr,", the 1,uildinq dc'*vr- Imi'l volle lh-)j j'W"A'flity ''I I q"[,,ry it,, , q -v A" hk ild, , fl,, V,,,Ai m;o(ylil-$ (nl slotAily 'n, I to I)t-Vool < "VjPoa "'ith t k ist,rxl rrritsv, IfK1 lvj,,ity - f, imoq,("t 111110tal ytri, rjlx lotlir""then tfovlqs, dolr,'(' ry, ('w- ti, o and I'lot inq "I Nkircw, :Vvl ,,,,AN$I/TPII Quality Criteria, DSB-89 and SCSI Building Component safety Information ov4otAo horn [ Im", lVit" N, ie,,Sli-1, Ak,x, rt, 10 e \'A n314 MiTek' 6904 Parke East Nvd Tampa. F1, 33610 ype uty "y 79688290 1B0025 P07 H, 1, 2 1 I7a3so5024 7.640 s Apr 19 2016 kkTek lrldtmlnes Inc Tue Oct 18 KI 30382016 IDie6kKt)tdCvt)laYF?,?XQCIMOzkcoT, SPgEqbPHdebz8Mxx760OXHDDzv4Cawt55 6-10-4 11-10 13 19-00 286-4 4-0-7 40-0-0 41-0 Q C-4 6 so "i 7 I 5X6 5X6 1 73 7 19 18 5x12 2X4 2 Q115 12 3x121M'201-15 1012 ',1 10,13, 0 2100 1? lop 2664 0 l' 400-0 1024 1 IF, o l, lob 711,4 2 2-0 - ------- ---- LOADING (pst) SPACING- 2-0-0 CSL DEFL. n 10c) Udell lid PLATES GRIP TGLL 200 Plate Grip DOL 125 T G 0,75 Vell(I-L) -0,40 13-14 >1 119 240 NII-20 244/190 TGDL 7.0 Lumber DOL 1.25 BG 1 00 Verl(TI-) -0,99 14-15 484 180 M120HS 187/143 BOLL (X0 Rop Sties$ Inc,[ YES WB 0.84 Herz(! L) 0.51 11 nia rVa BCDL 10.01 Cods, FBC2014/TPi2007 Matrix-m) Weight: 230 In FT = 20% LVMBER- BRACING - TOP (:110RD 2x4 SP No, I *Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc porlins 6 7: 2x4 Sr' No,2 BOT CHORD Rigid i:,,(.,,ifing directly applied or 2-2-0 oc otactnq. BO I- CHORD 2x4 SP No.2 'Except' WEBS 1 Flow at rillcipt 8-15 2-19: 2x4 SP No.l. 11 -14. 20 SP M 31 WEBS 2x4 SP No,3 REACTIONS. (Itlisizo) 2=1555/0-8-0, 11=z1529/0,8-0 Max Herz 2--191 (LG 17) Max Upr*f-375(LG 12), 11 = -374(LG 13) FORCES. ( lb) - Max. Comp./Max, Ten, - All force,,-, 250 (lb) or less except when shown TOP CHORD 2-3=-26661641, 3-4=-2381/522, 4-5=2269/540, 5-6--2484/520, 6-7=-2140/526, 7- 8=-2528/514, 8-9=-4340(848, 9 10=-4451/835, 10 1 1=-4866/1023 BOT CHORD 2-19m-649/2311, 15-16-23512152, 14-15=-560/3895, 13-14=-842/4413, 111-13m-643t4385 WEBS 3-19,--,-282/241, 7-16--268/186, 7-15=-14,3/899, 8-15=-1883/571, 8-14z,-146/1223, 10- 14=-383/263, 6-16=-147/844, 5-19-425/156, 16-19---481/2215 NOTES- ( 10) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCF 7.10, Vuft=139rnph (3-second gust) Vasd=108mphl TCDL-,-4.2psf; BGDL-6.0psl: h.-25ft; Cat, 11; Exp B, Enct_ CGpi-0,18; MWFRS ( envelope) gable end zone and C-0 Intenor(l) zone, cantilever left and right exposed C-C for rneonbets and torces & MWFRS for reactions shown, Lumber DOL=1,60 plate grip DOL--1,60 3) Provide adequate drainage to prevent water pending, 4) All plates are MT20 plat" unless o"ierivae indicated, 5) This, truss has been designed for a 10,0 pst bottom chord ilve load nonconcurient with any other live loads, 6) ' This truss has beef) designed for a live load of 20,0psf on the bottom) chord In ail areas whore a tectangle. 3-6-0 tall by 2-0-0 airdr-, will fit between the bottom chord and any other mernbefs. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain forri-fula. Building designer should verify capacity Of bearing SUrIaG(". 8) provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 In uplift at joint(s) except (jWb) 2=375, 11 = 374 9) " Semi -rigid pitclbbieaks with fixed heels" Member end fixity model was used in the analysis and design of this thvss. 10) " This rnant-11,10tured product is designed as an individual building component, The suitability and use of this component tot any particular building is the responsibility of the building designer per ANSI Tfol 1 as referenced by the building (.ode," WARNING - Vanity ofsitim parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,111,7473 rev, 10108l20IS BEFORE USE, I' X 'Y,p 1 joflJ f-1 , iov , 'Illy ,Ali 1 trill" k.hell,. Iis lhis, ks t " lt, h I "1) 1, w ?I sho"'ll " at v I i" (ro , a , it tivi Ir I, it t llil, ling, , tylf n, W,n<A MiTek Is Aw, ly, f-aill"I for st'it'irly anal jvn-nj -41orw will" "ll"noi injuryt, I 11 It 4 iC, Ilk 111, 'J"i , 1q,", " fofiv,lly, , ^n " If('( l igej t'l, 1,41,f of hu's, s on, I It oo, syvl(l m, woANSUTPI I Quality Criteria, DSB-89 and III Building Component 6904 Parke Fast Prod Safety Information owllk)Ho ko,w Irrls. KIP, Imlillilo, ?18 N I,- /q<>xor, lrio, Tampa, Fl- 33610 T9688291 TB0025 Roe Special Truss 1 1 713605025 Job Refete MIT() Ildtac H(SlSottfce Tampa, Plant City Florida 33566 Prin 7 610 s Jan 29 2011, Print 7 640 S Apr 22, 2016 Wet, Industries . Inc Tue Oct 18 09.39 11 2016 P ID:AtONcK8emIV97aDOLXIDHBySD6M-A7nildcIN61VLRibbyPwwhoWkIOnIEZs97ChTzM29 1-0-0 6-104 10-13 18-7-12 -026-11-0 33-6-14 40-041 0 0 i o-6 6-10-4 5-0-9 6-8-15 1-4A 6-11-0 6-7-13 6-5-2 ri-o-o 5Xe rr 2x4 7 LOADING ( pisf) SPACING- 20-0 CS1, TGLL 20.0 Pate Grip DOL 1.25 TG 082 i GDL TO Lumber DOL 1,25 BC 094 B(,,'[- L 00 Rep Stress Incr YES WB 0,R4 BCDL 10, 01 Code Fi3G20l4/VPI2F`)07 Matrix-M) LUMBER - TOP CHORD 2x4SPNo,1 BOT CHORD 20 SP No-2 Except' 2-19: 2x4 SP No,l, 11-14i 2x4 SP M 31, 6 18:2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Right_ 2x4 SP No.3 Scale = 1 69'5 3-114- 6 4-11 -6 509 DEFL, in ( Ioc) [Alefl Ltd PLATES GRIP Ven(LL) - 0,39 13-14 >999 240 MT20 2441190 Ve0jL) -0,89 13-14 >537 180 MT201-IS 187/143 Horz(T L) 049 11 rVa rVa Weight 231 if, FT -= 2 0 BRACING- TOP C 140RD Structural wood sheathing directly applied or 2-2-0 o(, PUrlins. BOT CHORD Rigid ceiling directly applied ar 2-2-0 oc blaong. Except 10-0-0 oc bracing_ 16-18 MITjk recommends that Stabilizers and required close bracing be installed Wring truss election, in aGGordance, with Stabilizer Installation,gytiLle. REACTIONS. ( lb/size) 2=1559/0-8 0 (min, 0-1-13), 1 1=1532/0-8-0 (min, 0 1-6) Max Hotz 2=- 200(LG 17) Max Uplift 2=- 380(LC 12), 1 1=-3aD(LC 13) FORCES, (lb) -Max, Gonip,/Kax. Ten_ -All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-26731657, 3-4=-2381/532, 4,5=-2268/549, 5-6=2554/562, 6-7=-2488/671, 7-8=-2931/ 602, 8-9--4327/841, 9-1 0=-4387/828, 10-11 =-4896/1049 BOT CHORD 2,19=-674/ 2317,16-26=-25212008,26-27 252/2008,15-27=-252/2006,14-15=-45913375, 13-14=-667/4440, 11- 13=-864/4416, 6-16-- 2641245 WEBS 10-14=4821323, 5- 19=-472/164, 7-16=-43011104, 3-19=-295/253, 7-15=317/1215, 8-1 5=-1266(465, 8-14-212/ 1329, 16-19=-494/2215 NOTES- (19) 1 ) Unbalanced roof live loads have been considered for this destqn 2) Wind: ASGIE 7-10; Vult=139n)ph ( 3-second gust) Vasd=108mphl T(` DL----4,2psf; BGDL=6,01)sfl h=25ft: Cat, 11, Exp B, Errcl_ GGpi=018 MWFRS (envelope) gable end zone and C-C Interior(?) zone'cantilever left and tight exposed C-C for members; and forces & MWFRS for reactions shown, Lumber DOL=1, 60 plate grip DCIL=1.60 3) All plates are MT20 plates unless otherwise IndicaNd, 4) This truss has been designed for a 10.0 pst bonorn chord live load nonconouavint with any other live load,,,,. 5) * This tFuss has been designed for a live load of 24,opsf on it)(,, bottem, chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members, with BCDL = 1 O.Opst, 6) Bearing at joint(,,,) 11 considers parallel to grain value using ANSVTPI 1 angle to grain forroula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection ( Ibyothersi of truss to hearing plate capable of withstanding 360 Ib uplift al)oint 2 and 380 lb uplift at Joint 11, 8) "Semi -rigid pitchlbreaks with fixed heels" Member end fixity rriodel was used in the analysis and design of this truss, 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer pet ANSI TPI 1 as referenced by the building code," LOAD CASE(S) Standard WARNING, Verdlydo4iffn parameters and READ NOTES ON THIS AND ANCLUDEDMITEKREFFRANCE PAGE M11-7473 rev. T"W015 BEFORE USE, h"vJn V. li I tol )w "!Ay Nqjlh efir,'k I!, q it li"N V,I, fill, I, -4r A, is t I,, ' I "Illy ill - I, if In wl I, ,Iylva), l", I is I"( w I try fi\+ It 4. 11 t I '(F q I, A I Inry, W4, (,N uw, lh,a t" aldin') joiqfllel wivil ve,dly III,- (i; jqiN 'It'llily A d,l,,Iqn on'll I'I'A",ly 10, IA lg-ktA P,iso"if Iq it ldi"ItoN IN(I oAv,,l t A A, itllmwt,iiljor int-l"only MiT l,(AN"ly5l-jtiiwd folsloHillyol', It"IItVN,I Witt(-stt+[,;S, rvtl trl lly'll, I II xi i",lren,i,11 ItArFiV1)Il"10iA'tI ek' IF,( N fohn, oli(ji. sl"Jodo, doflvefy,,Io, li" t) IINI 4 tnryu s Rid inv-ylows, u',*ANSIJTPH Quality Criteria, DSS-$9 and SCSI Building Component 6904 Parke East 8rd 1-e ille 31V, N,X it K Id'), VA ":N 14 Tanpa Fl, 33610 Job Truss Truss Type Oty Ply I B0025 IRtt ICammon Truss it t i733605026 Job Reference buddetc, rustSourco, Tawa Now CRY Florida33566 7 640 s Apr 19 2016 11):AtONrK6eiiiIV97aDOLXIDHBySD6 6212 40-8 4-0 8 4xG 3 5X8 - ties- f.c Toe Oct 18 09 30.34 201C Page I 12xmSbix 7VqddzIqScNFkxBr0Jlj(aWySEt 6-11-8 Scale = 1 363 10-34 10-0 0 J ta- LOADING (psf) SPACING- 2-0-0 CSL DEFL, n Ioc) I/detl Lid PLATES GRIP TG , L L 20,0 Plate Grip DOL 1,25 1 C 0,45 Verl(LI-) -0,19 1 6 w>999 240 MT20 244/190 TGDL 7,0 Lumber DOL 1,25 BG 097 Verl(T[,) -0,50 1-6 >474 180 BCLI- 0.0 Rep Stress Inor YES WB O22 Horz(li L) 0.04 5 n/a nya BGDI- 10,0 Code FE3G20141TPI2007 Matrix) Weight: e7 In FT = 20'% LUMBER- BRACING - TOP CHORD 2x4 So No-2 TOP (>10RD Structural wood sheathing directly applied or 4-7-5 oc purlois BOT (-, HORD 2x4 SP No,2 BOT CHORD Rigid ceding ducxtly applied or 2-2 0 oc bracing. WEBS 2x4 St' No,3 WEDGE Right: 2x4 SP No,3 REACTIONS. ( Juisoze) 1733/0-7-4,5=733/0-4-0 Max Harz 1 =99(LC 12) May UplrfllW 176(LC 12), 5= 175(L(' 13) FORCES. (lb) - Max, Comp./Max. Teti. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1 1621294, 2-3=-8981215, 3-4=-8971216, 4-5,-1152/290 BOT CHORD 1-6- 280(985, 5-6=-175/971 W FB S 2- 6=-314/250, 3-6=-93/569, 4-13=- 298/245 NOTES- (7) 1) Unbalanced roof live toads have been considered for this design. 2) Wind: ASCE 7- 10; Vult=139rnph (3-second gust) Vasd=108niplbl TGDL=4,2psf; BGDL=6,0psf; h-25ft, Cat. It; Exp 31 Encl., GGpi=0,181 MWFRS (envGlope) gable end zone and G-G Interior(l) zone; cantilever left and right exposed IC-C for members and tortes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 3) This truss has been designed for a I(TO psf bottom choW live load n0nG0r)GUneht with any Other live loads. 4) * This truss has been designed for a five load of 20,0psf on the bottom chord in ali areas where a rectangle 3-6-0 fall by 2-0-0 wide will tit between the bottom chord and any other members 5) Provide mechanical connection ( by olrtets) of truss to bearing plate Capable of withstanding 100 b uplift at joint(s) except (jt=lb) 1=176, 5=1 75. 6) " Semi rigid pitchbieaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 7) "1 hiS ManUfROUred Product is designed as an individual building component. The SUrtabilty and use of this component for any particular building is the responsibility of the building designer per ANSI Tot I as referenced by the building code." A k WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE FACE M11•7473 rev. 1WO312015 BEFORE USE. IkI ("r r " Ily vith Mi I,k ., gel as Ihia . 1,>',*ji I j., t 1', 1, "dy p it -11 )v 11 -I,Iza I, ,,,I an I K 1, >1 , irk liv irvifor 111 (A. to iIof lira. wslel " P,*w (I, n, th,^ t'kiil, jinq, J, 11, I'l -dry oc' )f i'll, otAily -f, I, n1: 111),+ 11 ,. 8 '1' '1 "ily in ,I , 't, itt ^ thl" iIA, , 111, V,-toi IMI, l'iAkIl1w , t-rokjt, M! Tek' 101\,cIy.,)t- til"I" It"I twvil,yr "I t1uW-In, I hira s-okNSIJTPII Quality Critefia, DSB-a? and SCSI Wilding Component 6904 Pa,ke East bred. Satety Information ov, A, It4o tram ltiw, H, it,, ?I B HI M-,4, 1?, N,xor,iri 1, VA,/*23 14, Tampa FL 33,610 T96r829Q T60025 P20 Special Twsr, I 1 71'3605027 I Q 0 C __Timpt, pi ani m FloridaVwwan566 7640sApr 192016MiTekIndustries. Inc.TueOct 18093035201( ID:AtONcKBemjVg7aDOLXIDHBySD6M-w( iX(.)eWdfpEkiJDSWK3X6sVyNYineVg,s4AYF 14).0 6- 2-12 '13-0-0 20-3 15 20,7-8 23-8-0 28,6-4 33-6-14 40-0-0 41-00 0,0 45' 1127 7 4 10-5 5-0-10 -3-15 0393-0-8 -2 1-0.0 6 -5 62-12 Scale = 1 73 8 7X10 19 to 17 16 - 4s6 -- 2x4 -- 4x12 2x4 2 % 12 3,02M1201-IS - 2& 3-15 8 28-6,4 LOADING (psf) SPACING- 20-0 cSt. TELL 20,0 Plate Grip DOL 1,25 T C, 10, 8 1 T(,',DL TO Li,krflbeF DOL 125 BG 0,81 POLL 0,0 Rep Stress li)cf YES WB 0,99 BGDL 10,0 code FBC2014rTP12007 Malror-M) LUMBER- TOPCHORD 20 SP No,2 'Except* 4-5,5-6: 2x6 SP No,2,8-11: 20 SP No,I BOT CHORD 20 SP No-2 'Except' 13-14: 2x6 SP Nc)2, 10-13: 2x4 SP M 31 WEBS 2x4 SP No, 3 DEFL. In (loc) livietl Ud PLATES GRIP Verl(LL) G1 47 15 >999 240 MT20 244/190 Venji-) -1,14 13- 14 a420 180 MT20HS 1871143 Hotz(TL) 056 10 of a Iva BRACING - TOP CHORD BOT GHORD WEBS REACTIONS. ( Ib/size) 10= 152810-8-0,2=1546/0-8-0 Max Herz 2=, 1 65(LC 12) Max Uplittl Q=-353( LC 13), 2=-427(LC 12) FORCES. (lb) - Max, Comp./ Max. Teri, - All forces 250 (lb) or less except when shown, TOP CHORD 2-3=- 2770f725, 3-4=-2315/621, 4-5=3918/972, 5-6=-4450/1149, 6-7-4437/944, 7-8-4364/852, 8-9=-44071837,9 10=-4866/941 BOT CHORD 2-19-- 7115/2413, 18-;9-715/2413,17-18=,-715/2413,13-14r-450(2572,12-13---775/4413, 10-12=-77114387 WEBS 4-17=-3561156, 3-17=-4781266, 6 13=- 504/2039, 7-13=-292/244, 5,14=- 2315/722, 9-13=-4591307,13- 14---741/2606, 14-17=-507/2111, 4-14=-399/2152 Weight; 235 If) FT , 20% Siructuirai wood sheathing directly applied, Rigid (,,ailing directly applied or 6-11.2 oc bracing, I Row at midpt 5-16 NOTES- (10) 1) Unbalanced roof live leads have been considered for this design. 2) Wind: ASCE 7. 10; Vultz139rriph (3-second gust) Vascl=108rophl TGDL=4.2psf; BGDI_=6,0psf: h=251t; Gal. III Exp 131 End, CGpi=0181 MWFRS (envelope.) gable end zone and G.-Cr Interjor(l) zone-, cantilever left and right exposed ;G C for rneinbers and forces & MWFRS for reactions shown: Lumber DOL= 1,60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water ponding, 4) All plates are MT20 PlaleS UnieSS otheiwise, indicated 5) This truss has been designed lot a 10,0 par borem chord live cad nonCOnCAMOnt with any other live leads, 6) ' This truss has been designed for a live load of 20.0pst 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( st 10 considers parallel to grain value using ANSVTPI 1 angle to grain lonriula. Building designer should verity capacity of bearing surface. 8) Provide rneorrainical connection ( by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except oWb) 10=353, 2=42T 9) "Soroi- rigid pirchlbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TP; I as referenced by the building code." ilk WARNING. Verity design parameters and READ NOTES ON THIS AND WOLUDED UITEK REFERANCE PAGE M11-7473101 1010,712015 BEFORE USE, k thin VoWl 1" I is" "lAywith m1k*," ( orli", Kt, Ised ,h-wn -ril'i 1, ir'l t in 11,rviju'l[ t*A'M,g "n't 'r,"W, T" I o 1iw-V,1vm, lrofow,fw. 11x, k4ldinq jnk6l .,iify th" tjj 4 at410y (4 doi n and jv'f,xdy It,, jj, Ni teat int, th" ISt4ltkflfm c#esi<#ti Be1( h)o c I" ito""'d txAcklil-4 ot rr llvkiwl Im", w,q-1;vj1-, ,)nk, h 1,ilti-nol 1emq'+Ily A,j MiTek, Korwow, io,tull-A it Ioriilry,lt,,i I, --I;4'k. Witt, I Inju", 11"1 1-1 111A4,A,( t tojoldll,L1 Th" i'40,ork'n, owtko and tq, i, 4,q -r ttolm,,iwl Km wi--,, woANS111PIll Quality Criteria, D58-89 and RC51 Suriding Component 6904 Parke East Blvd. Safety Information csv<ki A de 4(m Ifms 111, zl,, tr rsHtula. 218 N, Aioxof,rlo, VA22311, Tampa- FL 33610 Job I cuss I cuss I ype Uly rly T9688294 FBOO25 R21 SPECIAL TRUSS I I 733605028 7.646 s Apr 19 2016 Mi-rok lndi,sInes ric T,,e Oct 18 09 30 36 2016 Page I ID AtONcK8en)jVg7aC)QLXIE)HbySD6M-015p,"eHaYOArc4WcFf52AvoeAzaPvTJti3CDnPySEMI 7,8 11-0-0 1464 1 18-3is I 2360 1 27, 4 0 27:100 33 5 (1, 40-0,0 41,0 1 0- 0 6-6-11 4-513 , 3-4 39 12 1 -q q o 1110 t, 180 016-0 6.7 C 66-10 117-() Scale -, 1 74 0 5 1 X6 to4x6 26 25 ` 4 23 22 21 4v 16 15 14 4* 2x4 4* 5xft - ? x 10 - 3x4 2 0 5X8 4x6 -- Plate - - 4 0- 4--O-- 6-1-1 j -2 , -- -8 -q , ' ', 0-- q L JL _Lj, _ -91 JtL lk!2 5,,- LOADING (pst) SPACING- 2-00 CS1, DEFL, in roc) Vdefl Ud PLATES GRIP TCLL 20,0 Plate Grip DOL 1,25 T C, 0A8 Veunt-L-) -0,39 20 >999 240 M-1-20 244/190 7CIDL 70 Lumber DOL 1.25 BC 0,89 Verl(Tt-) -0,89 20 >529 180 BOLL 0,0 Rep Stress Inct YES WB 0,1148 Hotz(Tl-) 042 12 o/a n/a BCDL 110, 0 Code FBC20l4i7P12007 Matrix) WeiWit, 304 Ib FT-20 LUMBER- BRACING - TOP CHORD 2x6 SP No-2 'Except' TOP CHORD Stnictural wood sheathing directly applied or 2-6-11 oc purlins, 1-4,10- 13: 2x4 SP No,2 BOT GJ-10RD Rigid ceding directly applied or 8-2 7 oc bracing. Except, BOT CHORD 2x6 SP NO,2 *Fxc(,,Pt* 10-0-0 oc bracing: 19-21 , 15-17 7-21,9- 15. 2x4 SP No-3 WEBS 1 Row at roidpt 6-22 WEBS 2x4 SP No-3 'Except' 19-22:2x4 SP No,1 REACTIONS. (lb/size) 12---1539/0-8-0,2=1535/0-8-0 Max Horz2=164( 1-C 12) Max Upliftl 2=- 353(LC 13), 2=-425(LC 12) FORCES. (ib) - Max. Comp,/Max Ten, - All forces 250 (lb) or less except when shown, TOP CHORD 2- 3=-2783/710, 3-4=-2416/664, 4-5=-24871693, 5-6=-2637/682, 6 7w-438411032, 7-8=-29,%/ 670, 8-9=-2975/687, 9 10-4052R97, 10-1 1=-414 1/779, 11-12=-2793/551 BOT CHORD 2- 26--69012400, 25-26=-690/2400, 24-25=-529/2102, 23-24=-529/2102, 22-23=,-597/2486, 18-19=-816/ 3925, 17 18=-578/3656, 12-14=-391/2408, 7-19=-454/1830, 9 17--123/1054 WEBS 4-25,--- 77f314, 11-14=-986/254, 6-18---489/2319, 6-22=-37951833, 7-18=-18281558, 9- 18=-1291/ 357, 3-25=-374/198, 5-23-535/166, 5-22=-971278, 4-23"--143/705, 14-17 423/ 2583, 11-17=-214/1253, 6-19-372/2139, 19-22z-993/4469 NOTES- (8) 1) Unbalanced root live loads have been considered for this design 2) Wind: ASCE 7-10 , Vult=139niph (3-second gust) Vasd108mph: TCDL-4,2t)Sf; B(-',DL--6,Opsf: h-251r, Gat. It; Exp B, Enci- Gcpl-0,16; MWFRS (envelope) gable end zone and G-G Interior(l ). zone, cantirevet left and light exposed ;(,'-G for inembers an(! forces & MWFRS for reactions shown; Lumber DOL= 1,60 plate grip DOL= 1,60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcutrent with any other live loads. 5) * This aLiSs has been designed tot a live load of 20,0pst on the bottom chord in all areas where a iectang(e 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other membets- 6) Provide mechanical connection ( by others) of truss to hearing J plate capable of withstanding100it) Uplift at 10111t(S) except N-lb) 12=353, 2=425, 7) "Semi - rigid pitchbieaks with fixed heels" Member end fixity model was used in the analysis and design of this buss, 6) "This manUfaCtUred product is designed as an Individual Wilding component. The suitability and use of Ihis component €or any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code." Air WARNING - Verify design paarneters, and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Uff-7473ray. 1WO312015 BEFORE USE -1, 0,-Ion I,, IryII-i (z, : , Inly with N4j I,* , I It V,<, I, It " lhi, 1, ,Iiqn it( - w. I t II y (it , ,, 1' 1,11 , r1% till wt k, , it , I rI 1 N 1, 1 try Jrvi. $I V it t x hr lit 1 I I I 'kj 'runt Iv llw, syiloni, llk*,J, lh, l,tfir lint) mirst %" t0ty III'), it 441, , it illly "I ,k u,rn tXli csin k Is, out I vq,riy ire , I; -1, 0, this In lhwil'i kal'itirl, 9lII'1111 ilvlicttic. l K III jrov,lk1li"'I -1 il, livr 1'ril litf, "ol, -'s, 1/-I , I fl-Fol i ,city A. rith, .,-I + Ity Ill.I t'(. yii,I MiTek ll'it,owith I, I' It ,), 11111' It Itirl'it" 1,=,JotAho If,,, sec"rkjo, or,i ko"Ino of lluwr-try i itki's 4yA,mr . ,w(,ANSI/TPI I Quality Crikorro, DSB,$9 and SCSI Building Component 6904 Parka Et):Il Blvd Safety Informa"00 owllot,lo 11- 11I ltu=a, III, If, IrI010o. :,W III -,"11eM Tampa FL 33610 79688295 T60025 R22 Root special 1 I 733605029 18 09 30 37 2016 o o') 7 ID:AtONcK8emlVg7,iDOLXIDHBySD6M-sDfB3CevLs8lSmftAyAKaNS JaLA8OkT? LV O44C-O 0-( 6-6-6 2-5-10 5-9-12 210-4 1.0-12 3-0-8 34110 1 1-0 4-0-4 410-12 2-fI-0 1-0-0 Scale z, 1,74 0 5XG = 24 23 22 19 18 17 3X6 - 3X6 5X8 2X4 6X8 2x4 3x4 900 14912 5a ff 12 1114 120A 0 28 b o' 4 37 4 ID 40-00 9,0 41-0 1847 6ta 1 10 4C14 4 10 12 2e-o LOADING (pst) SPACING- 2-0-0 CSI. TCLL 20, 0 Plate Grip DOL 1,25 TC 0,42 TCDL TQ Lumber DOL 125 BO 0,67 BCLL 0, 0 Rep Stress Incr YES WE 0-85 BCDL 10D Code FBC2014/1-PI2007 Matrix-M) TEFL. in ( too) Udell ud PLATES GRIP Verpl-L) - 0 14 20-21 >999 240 MT20 244/190 Veq(TL) - 0.35 20-21 r660 180 Hwz(TL) 0,03 15 n/a n1a LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD BOT CHORD 2x4 SP N01 *Except* 9-22, 12-18: 2x4 SP No,3 BOT CHORD WEBS 2x4 SP No,3 REACTIONS. (Ilb/ size) 2=80510-6-0,15=777/0-8-0,22=152510-5-8 Max Horz 2= 188 (LC 16) Max UpIifI2=- 252(LC 12),15=-271 (I-C 13), 22=-382(l-C 12) Max Grav 2=808(L C 23), 15= 779(LC 24), 22= 1525 (LC 1) FORCES, (lb) - Max. Comp./Max, Ten. - All forces 250 (lb) of less except when shown. TOP CHORD 2-3=-1 114/355, 3-4=-9191320, 4-5=-789/301, 11-12=-1193/452,12-13=-1078i343, 13-14=-1165/ 330,14-15m-1 034/342 BOT CHORD 2-24=- 3971932, 23-24T219/638, 22-23=-219/638, 21-22=-938/368, 10-21=-253/317, 21-32=0/294, 32-33=0/294, 20-33=0/294, 15-17---184/848 WEBS 4-24=-34/ 251, 5-22=-861/311, 14-17=-434/179, 11-21 =-710/115, 11-20=-348/1149, 17-20=-203/1016 NOTES- (19) 1) Unbalanced roof live loads have been considered for this design Weight: 229 lb FT = 20',, StruGlural wood sheathing directly applied of 5-0-0 (.)G punins, except end verticals. Rigid ceiling directly applied of 5-0-4 oc bracing, Except. 10-0-0 oc bracing: 18-20 2) Wind: ASCE 7- 10; Vult=139mph (3-second gust) Vasd=108mph;TCDL=4,2psf, BCDL=6.Opst; h=25ft; Cal. !I: Exp B, Encl., GCpj=0,181 MW FRS (envelope) gable and zone and C-C Interior(l) -1-0-0 to 41 -0-0 zone; cantilever left and light exposed;G-G for members and forces & MW FRS for reactions shown, Lumber DOI-= 1 .60 plate grip DOI-= 1 .60 3) Provide adequate drainage to prevent water ponding, 4) This truss has been designed for a 10,0 psf bottom chord live load nonconGurrent with any other live loads, 5) * This tIUSS 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 = I O.Opsf. 6) Provide mechanical connection ( by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=252, 15=271,22=382, 7) "Semi -rigid pitchrimaks with fixed heels" Member (,no fixity model was used in the analysis and design of this truss, 8) Graphical pudin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 9) "This manufactured product is designed as an individual building component. The suitability and Use Of this component for any particular Wilding is the responsibility of the, building designer per ANSI TPI 1 as referenced by the Wilding code," A& WARNING - Verity design parameters and READ NOTES ON THIS ANDINCLUDED WEI( REFERANCE PAGE U*7473 rev, IOIOW015 BEFORE USE, 1)(Agn volid lolmo "NI, vAh Mflekis t l I -Nyol,ii l it, it ... + Is '11,vm, owl is ("r III inlivvikvil I PIlrih,I cIfij o 11m, %Ystem, liatow r , 11K: t"Aldlivp mmtvorlty tho, 11 j Al-)Hlity of 1')MUn J,uollwlols c,wj 1 '1('[ KNly this Rzuyn cr, "I, -vAoll Nil' M fTe k' Is orw<qs w jrAwd I,,[ % k it My on I to I'wV'I $1 ,Al"n "', will t I A" I Inp ITY, 111,1 I'lot 'Ity Pif r, jqo I oT a,t v Mot Holt irt liv r,, yj;df, ,Itho A-sogo, ioliv,,Iy. ore, '.ban orO tvrAnvj c,f ltu,'&Sofvl III )I's I Quality Criteria, DSB-" andSCSI Building Component i 6904 Parke East f3fvd Safety Information uv uh zk deF tron,Irw%flr-lle "'Im N, l-, Slu,d iuftea 31l1, N<,xondiio. VA213i4. i TanVa rL 33610 T60025 R23 HP Truss 1 733605030 T96"296 1? 7Z, srs FaslSource Tarnpa, Plant Coy Flondi '33566 7 640 s Apt 592056 MIls ind"Ines Inc I (,a 00 18 09 30 38 2016 ID: AtONcKRemjVg7aC)OLXIDHBySD6M-KPDZHYfX69Gki4vE(IkgiZ7b'?6T ckt'?GCENhK 0- 4-Q 1-6-0 s% 3 7 289 1,4-0 1-4-0 5-11-7 3x4 - 3X6 3x4 A I, r, 5xis 11to Scale = 1 35 9 LOADING ( psf) SPACING- 2-0-0 CSL DEFT. In 10c) 1/detl L/d PLATES GRIP 7GLL 20,0 Plate Grin DOL 1,25 T C, 0.59 Verl(I-L) -0,20 2-9 >999 240 MT20 244/190 TGDL 70 Lumber DOL 1.25 BC 097 VKIJ( -) -0,53 2-9 >447 180 BCLL Qo Rep Stress InGf` YES WB 0,20 Hou(I-L) 0.04 8 illa Iva BCDL 10, 0 Code FBC2014fFP12007 Matrix) Weight 87 1b FT r 20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 4-7-1 cic purfurls, BOT CHORD 2x4 SP No.2 BOT ut-ORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No,3 WEDGE Right: 2x4 SP No.3 REACTIONS. (Ilh/ isize) 8=731/0-4-0,2=.808/0-8-0 Max Holz 2= 1 04(LC 12) M44X 13), 2=-207(I-G 12) FORCES, (1b) Max, Comp,/Max, Ten. - Ail forces 250 (0) or less except when Shown. TOP CHORD 2-3=-1 145/273, 3-4=-909/217, 4-5,---774/207, 5-6=-774/207, 6-7t-909/217, 7-8=- 1 1371271 BOT CHORD 2-9=-237/965, 8-9=- 170/954 WEBS 3- 9=258/223, 5-9=-68/526 NOTES- (8) 1) Unbalanced feet live loads have been considered for this design, 2) Wind: ASCE 7-10 , VLIII-1 39rnph (3-second gust) Vasd-108mphl TGDL=A,2ps1; BCDL-,6.0pf; h=25ft: Cat, 11, Exp B; Encl.,GGpr=0 18; MWFRS (envelope) gable end zone and G-C Interior(1) zone, canlilever left and right exposed ;G-C tot members and forces, & MWFRS for reactions shown; lumber DOL=1,60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water ponding. 4) This lines has been designed for a 1 OO test bottom chord live load nonconGurrent with any older live loads, 5) * This inoss has been designed tot a live load of 20Dpsf on tie bottom chord In all areas where a Iectangle, 3-6-0 tall by 2-0-0 wide, will fit between the bottom chord and any other members 6) Provide niechartical connection (by others) of miss to beanng plate capable of withstanding 100 (1) uplift at joint(s) except (jWb) 8=163, 2=207, 7) " Semi -rigid pitGhbreaks with fixed beets' Member end fixity model was used in the analysis and design of this truss 8) "This manufacluted product is designed as art indrvidUai building component. The suititilkly and use of this component for any particular building is the responsibility of the building designer per ANSI 17PI 1 as referenced by the building code." WARNING , Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PACE 011-7473 rev. I(V03,2015 BEFORE USE, J),,sf,JFvArl t"t u1si "Illy will; hilt,k rtnee1, this, k,*Tios I - I t4YIII-nI.n.mr,•l fs 11-wn, , )1VA I, l"I , rt, itr it t,i* 1111,1 't I hiss Y,kn , 19.t ,w us,, (Ix, I'r Ai 111, 1, i-r;q W I mu"I -Iffy IN, M11, tl MiTek' wqkAw, I f" I A it qlftyoli, It,,tl',h. I'lov"I' l orl' if w Witt, I-,Ak I -is,4 , it lI,,f [+'I Wy 'I' s I I,s Io f,'F A «kkrxl, tohlr- tti("slI, Ip", d', 11wtv, ote, tr,n (I"'i teocilyl of firoses, ii'd in)" s"'l, •I-, v,iANSVTPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Plarke East Blvd Safety Information ov,siol+, n-to iflv, H,Itll Itillitrilli ?lArl b,01,,ail , 0-on, ftii, VA «514 Taupa FL K610 T60025 R24 Hip Truss 1 1 733605031 Job Refer TampaWi_nt 7 640 s Apt 1t lDiAt(')NcK8et,njVg7aDOI.XIDHBySI 1-0-0 13-8-0 1-0-0 7-0-0 6-8-0 6X8 - 5X6 3 A 6 18 091038 2016 Pige I 3m dot qcFNhKrf1ySEM? Scale = 1,36 6 3X6 - 4x6 = 6X8 - 5X6 -,-- LOADING (rlsf) SPACING- 2-00 TGLL 20,0 Plate, Gnp DOL 1,2 TGDL TO Lumber DOL 1,2 BOLL 00 Help Stress Incl NO BGDL 10,0 Godr, FBC201411'P1200_, LUMBER - TOP CHORD 2x4 SP No. I *Except' 3-4: 2x6 SP No,2 BOTGHORD 2x4 SP No-2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No,3 13-8-0 20-4-0 6-8-0 CSL DEFL, to Ioc') I/deli Ud 5 TC 0,83 Verl(LL) 0,11 2-8 999 240 5 BC 0,90 Ved(l L) 035 6,B 674 1810 W6 0,29 Horz(iL) 0,10 5 n/a Va REACTIONS. tb/size) 5=1488/0-4-0,2=156110-8-0 Max Horz2=84(1-C 12) Max UpIM5= 496(LG 9),2=-538(LC 8) Max (_',tav5=1568(LC 16),2-1618(LC 15) Matrix) BRACING - TOP CHORD BOT CHORD FORCES. (lb) - Max. Crinlp,/Max, Ten, - All forces 250 (lb) or less except whet) shown. TOP CHORD 2-,3=-307(3/938,3-4=-2575/668,4-5=-30461928 BOT CHORD 2,8=-82212733,7-8=-819/2695,6-7=-81912695,5-6=-76112644 WEBS 3-8-99/922, 4-6----118/925 PLATES GRIP MT20 244/190 Weight, 92 lb FT - 20",. Structural wood sheathing directly applied. Rigid ceiing diVaGhY applied or 6-4-3 oc bracing, NOTES- (10) 1) Unbalanced root live loads have been considered for this design, 2) Wind: ASCE 7-10; Vult-139rnph (3 second grist) Vasd=106niph, TC1,K-4.2fisf; BCDL-6,0psf: h=25f1: Cat. Ill Exp B. Encl., GCpr=0,18 MWFRS (envelope) gable end zone, cantilever left and tight exposed I Lumber DOL--1.60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water prinding. 4) This truss has been designed for a 10.0 Pst bottomchoid live load rlOnGoocUtrerlt with any other live loads, 5) * This truss has been designed for a live load of 20,Opst on the bottom (,hold in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will tit between the bottom chard and any other members. 6) Piovide mechanical connection (by others) of floss to beating plate capable of %winstanding 100 111 uplift at joinhs) except Ot=lb) 5=496, 2=538, 7) "Semi -rigid pitol'Ibreaks with fixed 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) 644 lb down and 213 lb Up at 13-8-0, at)(] 676 If) down and 223 lb up at 7-0-0 on bottom chord. The design/selection Of such connection device(s) is he responsibility of others, 9) In the LOAD GASES) section, loads applied to the face of the truss are rioted as front (F) or back(B) 10) "This manufactured product IS designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code," LOAD CASE(S) Standard 1) Dead + Root hive (balanred), Lumber Increase=1,25, Plate Increase-1,25 Uniform Loads (pit) Veil: 6-8=-43d`- 23), 5-6=-20 Continued on WARNING - Verify design parameters and READ NOTES ON THM AND flYCLUDEOMITEKREFFRANCE PAGE M11-7473rev , faW/20168EFORF USE, vlifi I'll iNc ''firy with mll,*rv" lilk, n t-l""I Nyuf"- h-wn, .fir i I, ( " , #I KIiividuol k*jityl tyt o r'' lyli" 1" N't, q,+ umw, llxa k1irlino #<>ab#ne i mu"t VNity th"Ili'li-It'Pity "tlo,4pl"Ionwto", -11eI 1)1')l `Fry It lkVe', kil MiTek L aI(w, vsl ;tire ,l KK I st mill melt iu enl ILxesc ea Bht .-`al Sisl 4r, rl irNsip-rtaSt t prih dctrreza}c: Gigenet. tl ylindatt, etesyhardexl lher I, Al I, ,;lk I A-I Je,J(Ivory flk'ofi,l t,, In'I v c,ANSVTPI I Quality Criteiio,DSR•89and SCSI BuildtngComponent 6904 Pa*e Eajt Sind. sar.tynf;mahon Timpa l'i- 33610 tot I cuss ' ;runs type Ay = rty T9688297 T6002fi R24 tip Truss 1 t 733605031 ID AtC Ne KBerr 640 Refereno ce (onal Buitdevs FirstSource; Tampa f9ant City. Flori fa 33566 - 64O ssApr 19 20i 6 MITak tncfuctrles.:, Inc Tuea 6ct tEt 09 `4-3E, 2056 Page s ijVg7aDOt_ XIDHBySD6M-KPDZHYfX69Gu4vELik i77b't3m dot _gcENhKr iySEI LOAD CASE(S) Standard Concentrates! toads (1b) Vert: 8-475(F) 6=-452(F) WARNWO - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE FADE MIf-7473 rev. 101=015 BEFORE USE Urtu; en v,140 1 ,( ow "niy t+.4th MjT,* , ml l", l r4 thm, :Io i In h t, 1—d "NY ul 1>n 11 sI 1,t on.l le 1-1 111 t.atfl.ijnr) -wj ne r t l l Nil' tEin4s}•tIa*ni ktF l<+ ttf" Rxt [,IlIklh)xI de*r(,;11I mint r<^nty Itxa itI:viat (iffy f t i4Di lx)t'n i lr n .a (I [I, l ady In t{ , tJ, flHl tt 4rtn it i III r e!,Al t afll ) tt2t e.4e "4sx? k4<,K tn,1¢n•ilsalc.e#t, hPte+:nt Pxx:kik) finft>-ic#!t a[ftss w'e,h }r dtF[eE«t,1E7rste t:tsnfy. h<fi ti a Earl 4eE771 wtnf,' mdtx n xncanl tti ring i xs d ti+rys t it tot d fix t'tvtltY mt! t pue ,<ar7t tkr{tie olth [k5it ir> 1 c r,rr i uiJ tty m! r r u s>tty k rn. nre f^ tte,neutri tirtki<x E: tf sir: ricflrxt tK e t rtyk atv,n st. r r<tee. ete fir pry, off- Wi n anti tx.r t xl 4fnasu>s •m=f hint systeeir s, w(ANSI/711 Quality CrItena, DSd-89 and SCSI Bultding Component 6904 Packs East Bind. Safety Intormcnon rn= Yett+, Item I uszIM,lo t t'libttea. '218 N I-, Stine -I :kx4e 31*/, f0exo1vIn t . n, 2(1314, Tampa. FL 33610 T60025 LOADING (psf) TOLL 20,0 TCDL TO BCLL 0,0 BCDL 10,0 Truss Truss Type Qty Ply Comrnon TFUS' Job Reference Plant Cay. Florida 33566 7640 s Arr, 19 2016 M,Tek Industnes Inc Tire Orr IB09 30 392016 Page I ID:AtONcK8etnjV97aL)OLXIDH[3ySD6M oonxUu( .19tTOli3p51NDo,qoX,J106GcU?ITIRtOkySEI 1,0-12 1-9-4 4-11,4 8-1-4 9-10-6 10-11 4 071 7,, 1 9 2-0 Scale --. 1 37 8 3X4 LUMBER - TOP C HORD 20 SP No,2 BOOT CHORD 2x4 SP No,2 WEBS 2x4 SP No.3 1 4 3x4 --- 2x4 2x4 3x4 1-7-4 1- o- 4 8-1-4 8-,'3:4 1-7 4 0-2,-0 C-4-0 Q,2-0 1-7-4 de di_912(_)E_NeL(5 OLO _00_A,16_0_13_C Iq_ LLP U18 Ede! Eij SPACING- 2-0-0 CS1, DEFL, In (10c) Vdefl Lid Plate Grip DOL 1.25 T 0 0,49 Verl([_L 008 9-10 o 240 Lumber DOL 1, 25 BC 0,38 Verl(TI-) 0 13 9-10 606 180 Rep Stress Incr YES WB 0,10 Hoiz(TL) 0 no 9 n/a n/a Code FBG2014`TPI2007 Matrix} T 71 PLATES GRIP MT20 244/190 Weight, 55 Ito FT 20ar BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (INsize) 10-420/0-4-0,9=420/0-4-0 Max Horz 10=172(LC 11) Max UpIlft 10=-139(LC 12), 9---139(LC 13) Max Cray I 0=455(LC 2), 9=455(LG 2) FORCES. (1b) - Max, Comp./Max. Teri, - All forces 250 (lb) or less except when shown WEBS 3-10=-305/221, 5-9=-305/221 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10, Vrilt=139mph (3-second gust) Vasd=108rnph; T(_,D(_,_4,2psf: BCDL-6,0psf1 li=25ft; Cat. III Exp 6: Errol_ GCPI=0.18; MWFRS (envelope) gable end zone and C-C Interior(1) zone' cantilever left and right exposed ' end vertical left and right exposed:C-C for members aNI ridforces & WFRS for reactions shown, Lumber DOL-1,60 plate grip DOL=1,60 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 bottortr chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between tho bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide nnechaniGai Connection (by others) of Miss to beating plate capable of withstanding 100 lb uplift at joint(S) except (jt,-Jb) 10=139, 9= 139. 6) " Semi -rigid pitchbreaks with fixed heeds" Member end fixity model was used in the analysis and design of this truss. 7) " This manufactured product is designed as an individual building component, The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPi I as referenced by the building code Al k WARNING - Ver(tyde4ignparameters and READ NOTES ON THIS AND INCLUDED VITEK REFERANCE PAGE ARI-7473mv, IM/2015 BEFORE USE roll Nil' nr web ll MiTek I olw lvs 1-1191,"1 v t,totilny - in, I I" ['ii-"(,r,t , "ll"J'se With L-,44, I it inqo;y x, i tv,t,llil , J, rnv y, 1 )I A q,i m I, ( ('Q 11,1h,j the 4 4 anon, tk,r 1 n , , i(ilk"'Ic etas i, ,ri .taxi I w rch 1i I -r Irr xS ,Ralf Ili I, VO(, i s_a-,ANSj/TFj I Quality Criteria, D59.89 and BCS1 Wilding Component 6904 Parke East Blvd Safety Infornnotion, owe*ItAo tV lfIMLlilrc 11101tkflf 2)W N 1 (:O'Mr(-l .ujt, 3 1>, No, j0n,), VA22:il 11, 33610 T00025 R26 I 1 7aaW5033 Ts60299 Orly. Florida 33566 7.640 a Apr ig 2016 Wok Industries, Inc ne Oct 18 09 30 39201( D:AtONcKBen)jVg7aDOLXI[)HBySD6M-ocnxUug9!TOI3p5lNDoqoXK104fcUOIT 1 1 q-4 2-11-5 6-11-4 8 1 4 9-10-8 10-11 4 1-0 12 1 9,4 1 3-11-15 1 2-0 1-94 1-0-12 U4 - 3x4 - 3X4 2X4 11 2N4 10 3x4 1-7-4 1,9,4 2-11-5 611-4 8-1-4 8, 3-4 9-10-8 1,74 0-20 1-2-1 3-11-15 1-11-0 012 0 1- 7,4__ LOADING (psf) SPACING- 20-0 CSL TOLL 20,0 Plate Grip DOL 1 25 TG 0,43 TGDL TO Lumber DOL 1,25 BG 048 BOLL Q'o Rep Stress tncr NO WR 0,10 BCDL 10.0 C,,t.,)de FBC2014frP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No 2 BOTCHORD 2x4 SP No,2 WEBS 2x4 SP No,3 REACTIONS. (lb/size) 11--495/0-4-0. 10=495/0-4-0 Max Horz 11 = 1 58(LG 7) Max UpIIft11=-168(LC 4), 10=168(LC 5) Max Gtav-11-535(t-C 21), 10=535(LC22) FORCES. (lb) - Max, C ornp./Max. Ten. - All le(Ges 250 (ib) or less except whet) Shown. WEBS 3-11 =-302/165, 6-1 O= 302/165 Scale - 1 30.3 DEFL, in (Ioc) Ildell Ud PLATES GRIP Vell( LI-) -0,08 10 11 >946 240 MT20 244/190 Verl( TL) -0,16 10-11 >488 180 Horz( TL) -0,00 10 n1a iVa Weight 54 In F T , 20-6 BRACING - TOP CHORD Structuntl wood sheathing directly applied or 6-0-0 roc PUllins,, except Ind verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc, bracing. NOTES- ( 10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd-108pnphl TCDL=4.2psf; BGDL=6,0psf1 h=25f; Cal, 11: Fxp B; Encl., GCpi=0.181 MWFRS ( envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed, Lumber DOL-1.60 plate grip DOL= l .60 3) Provide. adequate drainage to prevent water porading, 4) This truss has been designed for a 10.0 pst bottom chotid live load nonconcurrent with any other live loads, 5) * This truss has been designed! for a live load of 20,0psf on the boltort, chord in ail area, where a rectangle 3-6,0 fall by 2-0-0 wIdt-) will tit between the bottom chord and any other mernbers, with BCDL. = I O.Opsf, 6) Provide mechaniGal connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) except ijt db) 11 =168. 1 0=168, 7) " Semi -rigid pitchbf0aks will) fixed 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 SUffiGMIt 10 support concentrated load(s) 74 11) down and 25 lb Up at 6-11-4, and 75 Ib down and 25 lb up at 2-11-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others, 9) In the LOAD GASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B), 10) " This rrianufacluied product is designed its an individual building component, The suitability and use Of MIS component for any particular building is the responsibility of the building designer per ANSI TPI 1 as teterenced by the building code-" LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber lncrease=1.25, Plate Increase= 1,25 Uniform Leads (pit) Vert: 1-2,---54, 2-4=54, 4-5=-62(F=-8), 5-7=-54, 7-8_54, 12-13=-20, 13-14=-23(1`=-31, 9-14=-20 Concentrated Loads (lb) Vert: 13=-52(F) 14=-52fl A& WARNWO , Verity design parameters and READ NOTES ON THIS AND INCLUDED UITEK REFERANCE PAGE MY-7473 rev. 1010312016BEFORE USE mitt I m&, "i4y will, futilek nn I-m this P I-m, I (q,jy tij ,,, ItF' nwjei, ho wl,, eftin I, it, I txtil ittr,t."mi, I IIw%YkM11 li,&,w r,- IN j"ota"'; mml It.-tj 441, '114try -f 4"I'ti, J)"i ,,try tht", flite -,!Al No, I1tw-A- o0j,I , I,t-itlw... ia ok"Iy, r,Jdi-j I"'; A,A,ilityond hruc utartkc olr)pt,, wilh IrqiAY,v,,1 iol ;t,Wlorr,, fi„,Vu, fltuj Itw sir " ioo,,Iellvc; Y, "i-lionond I'l,c ti,g of nnY.`rw,irt,l to i,% :YshrI i i%. -,ANSf/TPfl Quality Criteria, DSB-89 and BCSI Building Component safety information tl(, m lltls,,[I'Wn 11011r+e, 2PH MiTek 904 Parke Fzml 13W Tampa FL 33610 Job truss truss type vty "y T9688300 T600215 R27(SPECIAL TRUSS 1.4 1 731605034 I D: AtONcKBwljVg7aDOLJob Refere 1n0c 1iTekli u66jaPlantGov- Ronda 3K566 7 640 % Ap, 196 Mduslr,es Inc.T.eOct 18 09 3)40 2PageI XIDBySD6M-GoLJtEhoenXcJDOHr5k1G04SBo0N-qMvi1rB0vAySEl-z 1- 7 0 11 8 C, IC- 4-0 19-4-6 21,3-4 21-4,0 0 1) 8-46 1-0 12 — 1- 12 Scale = 1 ;60 1 600 12 LOADING ( pst) SPACING- 2-0- 0 I' CILL 20,0 Plate Grip DOL 1,25 TGDL 7.0 Lumber DOL 1 25 BUL O'D Rep Stress InGr YES BCDL. 10,0 Code FBC2014fTP12007 12 10 z,6 3x4 3 W CST- DEFL. in (loc) Vdef€ Ltd TC 0,64 Vert(Li-) 0,16 13-14 999 240 BG 0.64 Verl(Tl-) 0,42 13-14 565 180 WB 0,54 Horzji-) 0,19 11 n/a rria Matrix) PLATES GRIP MT20 244/190 Weight: 145 tb FT = 20'% LUMBER- BRACING - TOP CHORD 2x4 SP No, 2 TOP CHORD Structural wood sheathing drmcfly applied of 3-11-2 oc-: purlins, except BOT CHORD 2x4 SP No,2 'Except' end vertical$, 7 11: 2x6 SP NcT2, 5-16: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No,3 6-0- 0 oc bracing: 11 -13 10-0-0 oc bracing: 14-16 REACTIONS, (lb/size) 2=79810-8-0, 11=,910/0-4-0 Max Horz 2=342(LC 11) MaxUplrt2=- 227(1-G 12), 11=-209( U,, 12) FORCES. (lb) - Max, Comp -/Max, Ten, - All forces 250 (1b) or less except when shown. TOP CHORD 2-3-11 15/259, 3-4=-1296/327,4-5=-1266i338, 5-6,=1314/425 B01' (.,HORD 2-17=-325/904,14- 18=-201/464, 18-19=.2011464,13-19=-201(464, 11-13=-838/248 WEBS 3,17=-566/316, 6-14n- 381/1183, 6-13=-6611244, 14-17=-398/1184, 3-14=-86/285 NOTES- (7) 1) Unbalanced toot live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult--139rrIph (3-second gust) Vasd=108rnph, TGDL=4,2psl; BGDL=6,0psf; h=25fl; Cat, 11; Exp B, Encl., GCpi=0,18: MWFRS (envelope) gable end zone and C-C Intelfor(l) zone, cantilever left and right exposed: end vertical right (,,,xposed;0 G for members and forres & MWFRS for reactions shown; Lumber DOL-1. 60 plate grip DO;- 1-60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconUlfteot with any other live, loads. 4) "This floss has been designed for a live load of 20,Opst on the bottom (;hold To all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. with BGDL = I O.Opst 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2--227, 11 =209, 6) "Semi -rigid p(tGfibreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) "This manufactured product is designed as an individual building component. The suitability and Use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as tefeTenced by the building code.` A k WARNING, Vanity design parameters and READ NOTES ON THIS AND fiNCLUDEV MITEK REFERANCE PAGE "11-7473,0,, to/0"015 BEFORE USE l)(-,,Jq1i V, At, It1 rrw 'nfy with roikikt,l lhls, k-,ilqn is l: urwJ, A" Tit -n I x w At T sli, ",qn, c:4 Id Is k 'I I hi NS sy1,1(,u 1 . riolow {rut, tho brill lit k1, I—Aa Tormir"I W ACV lh,x it 141, "A i6ily (A d—iql 11, 11, Iuwkn, it v i I ,v 'r,, fly in i", qi,)Itile, liv, , kiA I.) toil , , If xi , 'v,'! )it MiTek' I", al to }tor t""Tonflity and r, ple"'i"11 Willi T —,, sll 4, f)Fc,i,)! injuly .)"I; vr-llv J IDT Aj, f('1 o4j"t"", 1("4 11. AT j The Quoirty Criteria, DSB-89 and SCSI bvild4riq Component 6104 Parke East BW TaWa FL 33610 TBOO25 Spetol Truss 7,1-X0S036 19688301 xi 9 tY City, Flo,idki DW 7.640 ,, Apr 19 2()16 MtTek (,IFc Tue C)d 18 095041 eM6 1%(Je I ID:AtONcK6enilVg7aDOt-XIDHBySD6M I riivZtOP4tTxNz1PF(7iif)dcWBjF4Bf2wLw RcySELy 00 . 4-0 11 411 u- 80 -4- -4 Q 0- Sit-6 11 10 2 1948 21 3 22 1- 0-0 i7l 1-4 0 1: I 04 11012. 10112 46 3x4 Scale = 1 60 1 3X6 3X4 3, 2- 4 1 3 4_3 F11Tte - Ottse -------- - ----- LOADING ( pst) SPACING- 21-0-01 CSI. DEFL. m (Ioc) Udell t,ld PLATES GRIP TOLL 20,0 Plate Grip DOL 1,25 TC 060 Verl(I-L) 0,14 2-21 >999 240 MT20 2441190 TCD1- 70 Lurnlner DOL 1,25 BC; 0,66 Vrql(TL) 039 2-21 >598 180 BOLL 0,0 Rep Stress incr YES WB 092 riotz(l U 0,24 14 nat n/a BCDL 10A) Code FB02014fl,4112007 Matrix) Weiqf* 163 In FT - 20','6 LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD SITUCtLilal wood sheathing directly applied or 4-0-7 oc purims, except BOT CHORD 2x4 SP No,2 'Except` end verticals. Except: I O^ 14: 2x6 SP No.2 6-0-0 oc, bracing: 5-7 WEBS 2x4 SP No,3 10-0-0 oc bracing: 18 20 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 6-0- 0 oc bracing: 14-16 REACTIONS. (lb( size) 2=606/0-8-0, 14=920/0-4-0 Max Horz2-- 384([-C 9) Max Uplift2=- 228(1--C 12), 14=-243(LC 12) FORCES, (lb) - Max. Comp./Max, Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 112/343, 3-4=-969/313, 4 22=-20141710, 5-22=-2015/710, 5-7-262/331, 8-9=- 433/178, 9-10.-351/138 BOIGHORD 2- 21=-5081992, 17-18758/1984, 16-177-2331285, 14-16-,683/348, 10-16-853/343 WEBS 4-21=- 568/343, 8-17=55(279, 9-17= 170/576, 4-18=-585/1447, 18-21=-496/1185, 5-8-261120, 5-17=-17191787 NOTES- (8) 1) Unbalanced Foot live loads have been considered for this design, 2)Wind: ASCE BCDL= 6,0psf1h=25fl: Gat, III LXPB; EnGl-GGpi=0 16; MWFRS (envelope) gable end zone and G-G, Intertor(l) -1-0-0 to 22-4-0 zone, cantilever let( and right exposed ; end vertical right exposed-IG-Cmi members and forces& MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL-I,60 3) Provide adeqUate drainage, to prevent water bonding. 4) This truss has been designed for a 10.0 pst bottom chard live load nOrIGOTIGUrlent 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 inernbets, 6) Provide mechanical connection ( by others) of miss to healing pate rapalble, of withstanding 100 lb uplift at joint(s) except (lt=lb) 2-228, 14=243, 7) "Seen[ - rigid pttchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this tRlss, 8) "This nianufactureo product is designed as an Individual building Component. The suitability and use of this component t>r any particular building is the responsibility of The building designer per ANSI TPI I as lefetenced by the building code." WARNWG - Verily design parameters and REAP NOTES ON THIS AND INCLUDED MITEK REFERANCE PAIGE W-7473 COV 101012015 BEFORE USE. 1, Ehe %"A' I fI , lwrti ,Iy will t Milok trsc 1. FS It It, : s1rD11,t rs- i "Nvul , "nlr J, Ali on, , It " I 1sI, 'I - a, 1;), 114 Iki, it I a01, fir 'j , -q w H 'nl, t v 't litusssysknu tAlty Illo')l I'li- 11,11ily ,I, t-,Aon l'Ifoln'A'11 , 11v I;,("[ Ki,jy tW itilt, lk- III W9 MiTek K ok v, lys Fjuji", f I, x 4,# Ality 'IF" I I, >; -0, 4 Jith I --ot le t is i 1lrvtiFv lnd ['1-1 us11 V, tn n, k), )F, 11. it q, 0, 1- r, 1, , ,o21tIII I, 1(4,114 olv>t,. 0+ iqo, dolryly,, = 1, lion it F,J t i"ll"I of 11, )6,os IF K I tlI, 'y"t, I T", a-ANSVTPI I Quality Criteria, DSB-" and SCSI Budding Component 6,404 Parke Ent and Safety latormallorl, eIvm A*rv'm N Tarnpa I'L 33610 T60025 R29 Special Russ T96883011 KIM city, 1 733605037 Job Reference 764G -2616 0L4-0 -4-1,'Q 8-0 IC14-0 19 4-ri 21 34 22,4,0 I Q-0 070 3A 0 1-0 Q t -3,4- J-I, j76 12 LOADING (psi) SPACING- 2-0-0 T (3, 1, L 20.0 Pqkre Gtip DOL 1,25 TGDL 70 Lurnt)er DOL 1,25 13G, L L 0,0 Rep Stress incr YES BCDL 10,0 code FEIG2014fFP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOO CHORD 2x4 SP No,2 'Except* 8-12: 2x6 SP No-2 WEBS 2x4 SP No.3 'Except* 6- Ifr: 2x6 SP M 26 REACTIONS. (Ibisize) 2=806/0-8-0,12=919/0-4-0 Max rforz2=362(t-(-'. 9) Max Uplift2= 229(LC 12), 12=-245(LC 12) 4* -- Scare = 1 60, 1 Lx XID = 14 15 SX8 tv T7 3x4 18 17 2x4 13 12 c 3X4 12410 c. 1640 12 0-1 1 fd2e-lLIL8 Ed DEFL, in (roc) Udefl Ud PLATES GRIP TG 0.60 Verl(LI-) 0.38 17 >610 240 MT20 244/190 f3c 0,87 Ved(T L) 0,78 17 >300 180 MT20HS 871143 WB OS4 HorzjQ 0,51 12 n/1 rJa Matnx) Weight: 165 ib FT --- 20% BRACING - TOP CHORD Structural wood sheathmg directly applied or 2-9-15 oc putlins, except end verticals- Except: 6-0-0 oc bracing: 4-6 10-0-0 OG bracing: 16-18 BOT CHORD Rigid ceiling directly applied or 5-9-1 oc btacing. Except: 6-0-0 oc; bracing: 12.14 WEBS 1 Row at inidpt 4 15 FORCES. (lb) - Max, Gornp./Max- Ton. - All forces 250 (lb) or less except when Shown. TOP CHORD 2-3=-1176/323,3-20,---3148/1166,4-2C)-3148/1166,4-6=-513/436, 6- 7=-721/391 t- 8=-471/194 BOT CHORD 2-19=-476/977, 18-1 9=-1 90/404, 15-16=, 1036/2906, 14-15-265/299, 12-14=-853/353, 8- 14= 840/354 WEBS 8-1 5=1 601600, 4-15=-2570/1171, 4-7=-262/307, 3-16=-841/2208,16-19=-359/694 NOTES- ( 9) 1 ) Unbalanced root five roads have been considered for this design. 2) Wind: AS(,E 7-10 * Vult- 139niph (3-second gust) Vasd-108mphl TGDL=4.2psf; BCDI-6-0pstl lh,2511; (,at- 11, Exp 6, Ericl_C Gpi=O-18, MWFRS ( envelope) grible, end zone and G C Interrot(l) -1-0-0 to 22-4-0 zone, cantilever left and right exposed ; end vertical right exposed, C-C for members and tomes & MWFRS for reactions shown, 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 pst bottom chord live, load nonconculent with any other live; leads, 6) ' This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a iectangle. 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other nferribers,, 7) Picivide mechanical connection (by others) of buss to heanng plate capable of withstanding 100 Ib uplitt at joint(s) except Ot=ib) 2=229, 12= 245, 8) " Semi -rigid PlIGhbrealks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) " This manufactured product is designed as an individual txiildinq component. The suitability and use of this component for any particular building is the responsibility of the bullding designer per ANSI TPI I as referenced by the building code." A) x WARNWO Verify d"Iffn parameters and READ NOTES ON THIS AND fMCLOOED MtTEK REFERANCE PAGE Urt, 7473 rev, 1010312016 BEFORE USE, iv,, 1,11 v,llklr ,1"' lhK'j"Si,In i "N'tul-11 9,, 11, 1(,, 9, 11" $Ividwfl t,tq4,,,1, "I"i-tvIiI ivt lm%% % Y,1,*... must V'Illy th-1144i, otAily ol oxj 1,1<4-fty it,c lIv, -V(*01 l' ild,lic,q 41511ejfl Bro, inq indi-ll-i is 1- J,wv,*IA txlekikrtcl 4 il,ir,+iu,it - drijo, Ow-ll i1w1'r)ei% ,wnly. A, 1 frkr, ak it f-liu, inept t+ Vlhj is, 11w,ws r"t slot'illfvond I" I ,Ievont , ,W rf'w Witt, l-sA 4" t,qs,,11oI injuly'Ir'll jei,ecjj ln.tidcarl o wj the tokicoli" 11 A,Mv,,Y, ow, tg,j, livo'q hkmsu,ond tim'syst'In"'. -,ANSljTPII Quality Criteria, DSB-89 and BCSI SWIding Component Safety rt,fii lliols lii%ttlijt,', 218 N, VA 22314 MR' MiTek' 6904 Parke List Blvd Ta, Wa, H- 33610 JOD frUSS Rudders Firstsoume, T,,r%,a Plant CqY Hwida 33S6E 2 3X4 Ttuss Type oty Ply HMI Hip Ci,(de, Job Reference o tianaI 7 640 s Apr 10 2016 MlTck Indusitw, Inc Tue Oct 18 09 'V 42 2016 Pane I I D Air) Nc K8 e ryt; V g 7 a D OL X I D H By S D 6M - DBS 46v I 290nJ Z X Ygz W m V H R 9oKb 1 I-prn R C 9? 9 Xz 2ys E L 8-10-4 13-0-0 3-10-4 4-1-12 Scale: 11Z'_I' 3x4 — 2x4 3 4 5 7 3x4 — 13 0-0 6X8 C LOAD(NG (psh SPACING- 2-0-0 CSL UEFL. in Ioc) I/opli Ud PLATES GRIP TCLL 20,0 Plate Gnp DOL 25 TC 0,53 Verl(LL) 011 6-7 999 240 MT20 2441190 F C, D L TO Lurribet DOL 1 25 PC 0,80 Verl(Tl-) 0A1 6-7 366 180 BELL (), Q Rep Stress, inci NO WB 0,44 Horz(T, L) 002 6 n/a iva BCDL 10,0 Gode F13C,20141TP12007 Matrix) Weight 61 lb FT = 20% LUMBER- BRACING - TOP (> iORD 2x4 SP No-2 TOP CHORD Structural wood sheathing directly apphral or 4-1 1-7 o(, purlims, except BOT CHORD 2x4 SP No-2 end vertolls. WEBS 2x4 SP No,3 BOT CHORD Rigid (;ailing directly applied of 8-9 15 0C tracing. REACTIONS. ( Ib/size) 6=804/040,2=800/0-8-0 Max Herz 2= 131 (LC 8) Max UPI016=-301 (LG 5), 2=-253([-G 8) FORCES. ( 11h) - Max, Comp,/Max. Teri, - All forces 250 (lb) or le," except when shown. TOP CHORD 2-3=-1319/353, 3-4-- 10791336 BOTCHORD 2- 7=337/1101,67=-401/868 WEBS 3-7=- 22/408,4-6=-967(486,4-7=0/310 NOTES- (9) 1) Wind: ASCE T10; Vult=139mph (3-secondgust) Vasd=lO8rTipti; TGDL,-42pst; BCDL=6.0psf1 h-,25ft; Cat, III ExpB; Encl., GCpi=0 18, MWFRS (envelope) gable end zone, cantilever left and right exposed I Lumber DOL=,1,60 plate grip DOL=1,60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10,0 pst bottom chord live load nonc-oncurrept with any other live loads. 4) ' I his truss has been designed for a live load of 20,0psf on the bottom chord In all areas where a rectangle 3-6-0 fall by 2-0-0 wide will tit between the bottom chord and any other members, 5) Ptovide, mechanical conne0ron ( by others) of truss, to beating plate capable of withstanding 100 lb uplift at joint(s) ex(, epr (It=lb) 6=301 2=253, 6) "Semi - rigid pitchbnEaks, with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 307 In down and 102 It) up at 5-0-0 on bottom chord, The design/selection Of such connection device(s) is the responsibility of others 8) In the LOAD CASE(S) section, loads applied to the, race of the truss are noted as front (F) or back (B). 4) "This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building, code,' LOAD CASE(S) Standard 1) Dead + Root Live ( balanced): Lumber Increase-1 25, Plate, lncreaso=1,25 Utirfoin) Loads (pit) Vert 1-3=-54, 3-5=-90(F-36), 2-7=-20, 6-7=-33(F-,- 13) Concentrated Loads (lb) Vert: 7=-216fl All, WARNINO, Vordy d" 09n paramerels and READ NOTES ON THPSAND WCLUDED WTEK REFERANCE PAGE M11-7473rev. 10/0.3/2015 BEFORE USE, onl.Olf, M11,4", — wl,- rvt lhls,i<sY1r1 is t,,—d ''Illy k4,n ond Is t-r , to ln,VA,1,vA t x19,1vj < —wf1")Wi"'I Wek ls,llwo',5 w,tur- I Pyr tit It Ally onr $ to I wv(•nl (,,H, 1( sir "'Ith 1 rs roil IrrtsaY, rI I, 114"1 xAly, J, I, I" h I., 'I tI, n,+ 0 ,)144 AI, 1= 11111111sW,, I Iho tit'll, d0iv',Y "i-1ion on' ll hf, vinyl ot ffrws '11.1 hu,", ut,ANS[/TPII Qfjolfty Crirerlo, DSB-89 and SCSI Building Component 6Q04 Parke East Blvd Sorely Informotton ov(Akrl 4o llv4x1 tars N, loMl,—I, Nox,ity, Iwl, VA 4, Tampa- fL 33010 1147 T Hall Hip Girder 196fi 104 33566 Job Reference T64- Apr )KmT!s 2614 ID:AtONcK8ernjVg7aDOLXIDHBySD6M-hNOSKFjgwivAA(C( 2-80 7-0-0- 2-8-0 5X6 2x4 3X6 = 2X4 -, 7 0-0 4-0-0 2-80 4 4.0 .0.0 LOADING (psi) SPACING- 20-0 TGLL 20,0 Plate Grip DOL 1,25 TCDL 70 Lumber DOL 1,25 BGLL 00 Rep Stress InGr NO BGDL 100 Code FBC2014fTP[2Q07 LUMBER - TOP CHORD 2x4 SFNo.2 BOT (,HORD 2x4 SP No.2 WEBS 2x4 So No-3 REACTIONS, (Iblsize) 6=825/Mochanical, 2=52310-8-0 Max Horz2=175(I-C 8) Max Oplift6n-339(1_C 6), 8) Max Grav6=937(I_G 15), 2=523(LC 1) 2016 Scale = 1 23 3 CSL DEFL. in loc) I/defl Ud PLATES GRIP IC ok3 Verl(Li-) 0,16 7-8 653 240 MT20 244/190 BC 0,77 Veil(Tt-) 026 7-8 391 80 WB 0,28 Hcqz(TL) 0 10 6 n/a n/a Matrix} Weight: 45 lb FT M 20% BRACING- FORCES. (lb) - Max. Comp,/Max. Ten, All forces 250 (lb) or less except when Shown. TOP CHORD 2-3=-2913/0,3-4=742/204 BOT CHORD 3-8.=-240/635,7-8--2401635,6-7=-229/588 WEBS 4-7-225/923,4-6=-1084/425 TOP CHORD StRiGurrai wood sheathing c1trectlyappited or 5-7-8 oC Purlins, except end verticals, BOT CHORD Rigid Getting directly applied or 10-0-0 cc bracing, NOTES- (10) 1) Wind: ASGE 7- 10; Vult= 1 39rnph (3- second Tisp VasdI 08mph, TGDL. 4,2psf; BGDL=6, Opst, h=25ft; Gat- ill 17,xp 131 Encl,, GCpt=0. 18, MW FRS (envelope) gable end zone; cantilever left and right exposed I Lumber DOL= 1 60 plate grip DOL,- 1 .60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live load$. 4) * This truss has been designed for a five lead 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 bottorn chord and any other members. 5) Refer to girder (s) for truss to truss connections. 6) Provide mechanical connection (by others} of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=0) 6=339, 2= 168, 7) " Semi -rigid pitIJ)bteaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) cat other connection device(s) shall be provided sufficient to support concentrated load(s) 676 10 down and 223 In lip at 7-0-0 on better) chord. The designtse.lection of such connection device(s) is the responsibility of others, 9) In the LOAD CASE(S) section, loads applied to the face of the russ at(, noted as front (F) or back (B), 10) " This Plarli-ItaCtUred product is designed as an individual building component, The suitability and use of this component tot any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Inciease=1.25, Plate increase=1,25 Uniform Loads (pit) Vert: 1-4=_54, 4-5=-120(F----66), 2-9=-20, 7-8.---20, 6-7=-44(F---24) Concentrated Loads (lb) Verti 7=-475(F) A] Ill, WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MiTEK REPERANCE PAGE UIP7473 rev. 1",7/2015 BEFORE USE, D,- slqn voli"I 1-1 lav,r c,Ny uMlh fvrl,*,:, 1"tlhkO-irjlt is (11-t, t N to yele ie %ti-wlt, owl G,, I, 'I <91 it Iiv(filol I AAdil+rj , nir f n nl it, W91, llunssYsktn, ir,4ow me, lh,+ I uWrinq d(t,4)It,4 lnwl v,,lily th-)l j'l1",:tt0Y lIAOM01 US,M,t i'lol-tyit, ('11"" 11, tho-iosion il'I" lho -\" v tAhl"lin' tdo'kil I, Nt I, it 7q It, *,Ilo I I, I, I'l,wonf t,o, klin, Io(It tit I -mi'm- I ly A, idir, f 41 l,mf-F, I; It MiTek' 6 ojwov, (' quit"4 to ,,I it 411ty, lo, i 1, twvertl >41(ti", "Ah I -4A, 4,j,mr, It 4toly zn, I i'tol-fty :horn vlo, k I o",vu ,I t I, r14 't, 't lit t I th" tot',it, It-n alxl I,lo,fli,j al rRis- -and Quottly (arefici, D$8-49 and SCSI But1dingComporrent 6904 Pattie East Blvd SatetylntormationlilyIxFit4,= V,, n1,1ik;s,tlul,>ltistit(it,:,2i0N W, Ta,,p,, FL 33616 Job TFUSS Truss Type Oty Ply TB0025 P48 Monoptch TWIS 1 1 733605040 Job Reference a to -anal 7640> Apr 192016M,Tek hdi.lnes Inc Tr Oct 1909 3042 22016 Puge I ID:AtONcK8emjVg7,iDOL,XIDHBySD6M-1tNOSKFlgwivAAh7sXDHkqei C?PBYI LDfP4WVySEI.,w 5-11-6 1-0-0 5-11-6 3411 4 9-0-0 9-0-0 S(;ale = 1 27 6 LOADING (pst) SPACING- 2-0-0 CSL DEFL, in (10c) Udell Ud PLATES GRIP TCLL 20,0 Plate Grip DOL 1 25 TG 0,46 VeN(L-L) 0,16 2-5 >623 240 MT20 244/190 TCDL TO Lumber DOL 1,25 BC 063 Vefl(TL) -0,42 2 5 a241 180 BG[ L 0,0 Rep Stress Incr YES WI3 010 Horz(T"') 000 5 n/a n1a BCDL I 111, (11 Code FBC2014,/TP12007 (Matrix) Weight 42 In FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TO CHORD Structuial wood sheathing directly applied or 6-0-0 oc puthns, except BOT CHORD 2x4 SP No,2 end verlicals. WEBS 2x4 SP No,3 [30T CHORD Rigid ceiling directly applied or 161-0-0 oc bracing. REACTIONS, (lb/size) 5=310/Mechanical, 2=393/0-8-0 Max Horz 2---,2I5(LC 12) Max Uplift5=- I 49(LC 12), 2= 92(L.(; 12) FORCES. (lb) - Max, Comp,/Max. Teri. - All forces 250 (Ib) or less except when strewn, TOP CHORD 2-3=-286132 WEBS 3-5=-2821213 NOTES- (7) 1) Wind: ASCE 7-10; Vullt=139rnplh (3-second gust) Vascl=108mph, TGDL=4.2pst; ElGDL=6,0pst, h=25fl; Cat. ll; Exp B, Encl- GCplr0,181 MWFRS (envelope) gable end zone and C-C Interior(1) zone, cantilever left and light exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 2) This truss has been designed fora 10,0 lost bottom chord live load nonconcurfent with any otll(-'3 live loads, 3) * This truss has been designed for a live load of 20,Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 4) Refer to girder(s) for 111,15S 10 PUS$ connections, 5) Provide mechanical conneotion, (by others) or in,iss to nearing plate capable, of wittislanding 100 lb uplift at joint(,,,,) 2 except (jt=lb) 5=1 49, 6) "Semi -rigid pitchlbteaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7f "This manufactured product is designed as an Individual building component The suitability and use of this component for any particular building IS file FeSPOI)Slbility of the building designer per ANSI TPI I as referenced by the building code." A, WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE mit-7473 rev 1010312015 BEFORE USE. V, Ir, $ (, , '1'o only ,^ W, , nrj,,•t"I" It iiI, t ')w, $,Nv uj —n f, li, rimer sly , ai. I 1, 1, '1 oti In, IPA, 111, 111 rill. fir ,,3 , "flil — ,qlt, i) Inm, h,-kle rise`. tt,,` t 401 fln l Jo,tqi l im 6t ffy In— 11'r 4 ot Cty ''(' $"qqri ;,)v 1, 11 'd I I"`I ,try q,( ('it 11 it, it it, , Jjl, ovef, 'It Nil' motffi, i') 1o irtr r, ilj i, Ing in, fr,, ito'l r, I'' I I,, jlvt< 1,1 41 rkm, W"t % r,,' l/,r 'h—i- I m,n I '[11y A, $'Ilh-icIl I'mil - + i'y , ql I I nl, lnonl t 4,I, "n%I MiTek' I, IK,,zy,, I,,, psw'd lo, AoHlly)n' I I" wift, I —,,it 4e )I tilju,V,K" I I' "JIJ11 101 qw Plt, tI, , 111"n Il, F- Igo, i,Hv,qy, ff ti,n " I nc i"ir) l Km- In I tni,,, F—,ANSI/TPII Quality Criteria, DSB-89 and BC51 Ruilding Component 6904 Park. V,ml Blvd Safety Information Div,,Iilot io W,m ltri» llrot, insww,a, 21 ' N [-, Mw,I, S(We 3V, Ili,), VA 14 T.nqm FL 33610 Job I rus's I russ I ypo I-Ity r-ly T80025 P48 T monopich 1 1 733605041 Job 7 640 a Apr 19 2016 M,Tek Industries. Inc ID:AtONcK8errijVg7aDOLXIDHBySD6M-g2aqXbkih7 11 o 1.0-0 2-8-0 53-11 9.0-0 5 3N4 2x4 2-a-0 8-0-0 2-8-0 LOADING (Tisf) SPACING- 2- 0-0 CSL DEFL, in 10c) 1/deft Ud TCTL 20.0 Plate, Grip DOL 1 25 k062 Ved(LL) 0. . 13 6-7 768 240 TGDL 7,0 LUmbei DOL 1,25 BC, 0,55 Verl,(TL) 0,36 6-7 281 180 BCLI- 0,0 Rep Stress Incr YES WB 0,12 Horzjl-) 0,08 6 n/a R/a BCDL 100 Gode FBG2014/TPI2007 Matnx) LUMBER- BRACING - T9688306 09 30 44 1016 Page I SUAre = 1 27.9 PLATES GRIP MT20 244/190 Weight: 44 In FT = 2 0,". TOP CHORD 2x4SPNo.2 TOP CHORD Stru0mai wood sheathing directly applied or 6-0-0 oc putlins, except BO r CHORD 2x4 SP No,2 end vedicats, WEBS 2x4 SP No,3 BOT CHORD Rigid coding dIrGcfly applied Or 10-0-0 0C, bracing. REACTIONS. (lb/size) 6,.=310/Mechanical, 2=393/0-8-0 Max Herz 2=215(LC 12) Max Uplifltb=- 1 49(,[-,C 12), 2=-92(LC 12) FORCES. (lb) - Max, Gornp,/Max. Ten. - All forces 250 (lb) or less except when 'shown. TOP CHORD 3-4=-373/97 BOT CHORD 3-7=-2141333, 6- 7=-2141333 WEBS 4-6=-353/241 NOTES- (7) 1)Wind: ASCE 7-10 Vult=139n,,ph(3-s(,condgust) Vasd=108rnpYi; VGDL=4-2p,,f: BGDL=6.Qpsf; h,--25ft Cat If-,ExpB; EncI_GCpi=0,18, MWFRS ( envelope) gable end zone and C-C Intenor(l) zone, cantilever left and right exposed 10-C for rnemL)ersiand forces & MWFRS for reactions shown: Lumber DOL=1,60 plate grip DOL.=1,60 2) This truss has been designed for a 10.0 psf bottorn chord live road nonoonc,,urrent 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 hearing plate capable, of withstanding 100 lb uplift at joinns) 2 except Ot=lb) 6= 1 49. 6) " Semi -rigid p(tchbreaks with fixed heels" Member end fixity rnodk,,,l was used in the analysis and design of this truss. 7) "- This tilanufartured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code-" Aj, WARNING - V.I#y d.vtm P814me101. trnd READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE M11-7473 rev , 10/0"015 BEFORE USE, V, Aid rol ci(, A Jy witt r k1l , o4m(" IN, 1s I • is, I oly a ll —li I M 1, l,,r I, : InI Is 1, q <1) If i livi, lk I, J I r A, ill 'i'l , '( '1 4 , 4,l1r, , 'A o 4lm sy'l"ll" N +,w t1w, 11, s t'uiiIft"q jowjr i", I, Ivst v,4i(7 its tr I qrn)I'Ilily t"w1l, I 'n In "Aol, , slxI r I, 'I 0y ti i, < q -'I, A" this e"A'In il,k , P V,;V,lI A11'Imdk It -1,vi liwi,I-1, ,Ny AIJill, it tsxtng l,' II- 1,61-julwd 1,1 itylly "r,"I p-j-1ty wo,udil'yj the M,r, x je,iMIV,qy,ow, 11ol, w) I 0(and —,ANSI/TPII Quality Criteria, DS6,89 and SCSI Building Component Nil' Millak 6904Parke East BNd TampaFl- 33610 Job I russ I russ I ype ".fry r-iy T9688307 T90025 Ri49 Monopach Truss '...1 S MC105042 da 3g,&6 7.640 s Apr 19 2016 Weir Industries- Inc. Toe tact 48 09 30'44 2016 Page 1 ID:AtONcK8emjVg7aDOLXIDHBySD6M.9ZagXbkih711ag124wozNsFAhPmJHIit),I9e2xy$ELv 1 0 0 5-4-6 8-8 0 5-4-8 3..3-8 4 f3x4 Cv 3x5 8-8-0 Flufr Ottse3s {XY:021Q G-i-i LOADING (psO SPACING- 2.00 CSL DEFL. in loc) ltde(l Ltd TOLL 20-0 Plate Grip DOL 1.25 TC 0-41 Vert(LO 0 14 2-5 710 240 TCDL 7-0 Lumber DOL. 1.25 BC 0.57 Verl(TL) 0-35 2-5 277 180 BCt_ i_ 0-0 Rep Stress Incr YES WB 0.10 Hoiz(T L) 0.00 5 FVti Na BCDL 10.0 Code FBC2014ITP12007 Matrix) LUMBER - TOP CHORD 20 SP 1\10.2 BOT CHORD 2x4 SP Na.2 WEBS 2x4 Sp No.3 REACTIONS. ( ihrisize) 5=297I0-8-0, 2=38110-8-0 Max Horz 2- 207(LC 'f 2) Max UpUft5z.-144( LC 12), 2=-90(LC 12) FORCES. (ib) Max. Comp,lMax. Ten. - All forces 250 (lb) or less except when shown, TOPCHORD 2-3.=- 291i39 WEBS 3-5=- 270t203 BRACING - Scale = 1: 27. 4 PLATES GRIP MT20 2441190 Weight: 41 lb F7 = 20% TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc purlins, except end vertica'ss- BOJ CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7.10, Vult-139mph (3-second gust) Vasd-106mph; TGDL=4.2psf; BCDL=6-Opsf; h=251t; Cat. 11, Exp B, Enct., GCpi=0-18; MW FRS (envelope) gable end zone and C-C Intemir(1) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber D01-w1.60 plate grip DOL=1.6O 2) This truss hag been designed for a 10,0 pst bottom chord live load noncorlCurrent with any other live loads. 3) ° This truss has been designed for a live load of 20,Opst on the bottom chord in all areas where a rectangle 3-6-0 fall by 2-0-0 wide will fit between the bottom chord and any other members 4) provide mechanical connection (by others) of truss to bearing plate capable. of withstanding 100 lb uplift at joints) 2 except (jt=db) 5=144. 5) ° Semi -rigid pltchbreaks with fixed heeis" Member end fixity model was used in the analysis and design of this truss. 6)''This rnanufact€ 3red product is designed as an individual building component. The suitability and use rat this component for any particular building is the responsibility of the building designer per ANSI TPi 1 as referenced by the buliding code." WARNING trertry, design Parameters and READ NOTES ON THISAND fNGCUOEO MrTEK REFERANGE PAGE Mtf-7473 rev 10110312015 BEFORE USE v,tl+£t i me "Illy with Miic^k' r-,nne3 kas hits <:f<41 Jn r tnx r ;.niY ratvn( sF aite tc is str 4n <Ft Ste [a ur t[fi i Nr si t.d ftrlt7•rnt rx it n,i 1 htt sysMe n [ 44oter uw, kte"a tx3il.itr>t1 S<< }i>E.r lints! eeA i(y ftua tt13 .1k,ity` E,! f< v,xe iaxcn nc pas eta 4 r.t.{ v°tly i«" of "r ttea q lS .#<>•ae aid tnt flx.,vrt<ttI t N1if•$Il ik}< i:sl,ft" l3tCk'ktf}Ifk$ie:Fifl ii`i lXY`s•'nt fxK:ktlil"r sr it}, SI m"+4 t 1111. tJ5 i1 F?t' )[kt(3t f.l i'! $i1Ff`Sill:'ES =!'I4` del ltti f tl tE`Ift('^F If `;3C t Ex'iEit ariE?fii t`I iC'ti GZ a tlw"lysrt 11 fir,j ket'xt ltaitty"in it I4eiEent d4g>ses evilt,[-wt:le injtttr xxf lsn ,S xarh°karrnaSr: f^r ;7s'rka al ntkf ne ri. S<ar:.An>J it1t: P tt y v ttt is sty rcr i£ie. SerHt'e ti y. er s.Nar .tiro bt<t fnn f -t f l usus rnd to os aysfc-ins. ',-ANSljTT 11 QualIN Criteria, DSS-89 onel ftCS# 8WIdfng Component Safety informatio0 "tro.xl 1t dt iron truss fluter h0lutc:. 218 N ice Sir < I a"ilte; S k 1 Mcxc rxJrt t . A 2:2324. 4 4, Mi$ 6904 ParkeEastBlvd. Tampa FL 33610 TROO25 I buss iruss lype R50 Halt Hill Truss 7010 1,0-a—'-----7-0-0 7.640 , Apr 19 201f ID:At0NcK8er-,rjVg7aD0LXIDH6ySD SX6 --,- 3 AiTek Induspres Ino Tur, Oci 18 09.0.44 2016 Para, I M,9Z,iqXbklh'?Iloqi24wozNsF78PorHiDUcl9o2xySELv 88-0 1-8-0 Scale = 1:24 9 2X4 4 3x4 3X6 6X8 Rw-e(A --- ---------- LOADING (pst) SPACING- 2-0-0 CSI, DEFL. in loc) 11drol Ud PLATES GRIP TOLL 20,0 Plate (3rip COOL 1,25 TC 0.58 Verl(LL) 0,06 2-6 >999 240 MT20 244/190 TGDL 7,0 Lumber DOL 1.25 BC OA! Ve,71(7l,,) -0, 14 2-6 716 180 POLL 0.0 Rep Stress Inct NO WB 0,29 Horz(TL) 0.01 5 rda not BGDL 10,0 Code FBC2Q14/TPI2007 Matrix) Weight 44 Ib FT LUMBER- BRACING - TOP CHORD 2x4 SP Nri,2 TOP CHORD Structural wood Sheathing dlipcIly applied or 5-0-0oc punins, except BOT CHORD 2x4 SP No-2 end venicals. WEBS 2x4 SP No-3 BOIGHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (IbIsize) 5-803/0-8-0,2M491/0-8-0 Max Harz 2=175(LC8) MEtxt.lplitt5---336(i-C8),2=-154(LGB) Max Gmv 5=-923(LG 15), 2=491 (LC 1) FORCES. (lb) - Max. Gotnp,/Max, Ton, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3--5W111 BOT CHORD 2,6=-1 61/428, 5-6=- 153/393 WEBS 3-6=- 177/854, 3-5=-989/386 NOTES- (9) 1) Wind: ASGE 7-10, Vult-,139mph (3-second gush Vasd--106mph;TCDL=4,2pSt; BCDL=6,Opst, lh=25ft; Gal, It: Exp B, EncL, GCpi-0,161 MWFRS (envelope) gable end zone; cantilever left and right exposed; Lumber DOL-1,60 plate gild D(OL-lkO 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenI with any other live loads, 4) * This miss has been do -signed for a live load of 20,Opst on the bottorn 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 triechanical connection (by others) of truss to bearing plate capable of withstanding 100 in uplift at joint(s) except OWI)) 5=,336, 2=154, 6) "Semi -rigid pitchbreaks with fixed hGpis" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufloient to support concentrated load(s) 676 lb down and 223 lb tip at 7-0-0 on buttorn chord. The desigrtlsetectian of such connection devices) is the tesponsibilryof others, 8) in the LOAD GASES) section, leads applied to the face of the truss are rioted as front (F) or back (B), 9) "This manufactured product is designed as an Individual building component, The suitability and use, of this component for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building codf,.` LOAD CASE(S) Standard 1) Dead + Root Live (balanced); Lumber Increasew1,25, Plate Increase=t25 Uniform Loads (plf) Vert: 1-3=54,3-4=-120(F--66),2-6=-20,5-6-- 44(F=-24) Concentrated Loads (11)) Vert: 6-475fl WARNING - Verity design parameters ami READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. t0/0"015 BEFORE USE, t h si,tn Ve Illd r('1 wilts rAll"k, , I, qs 11% k'qqrl Is I v4,, I only + It —t 1 (11, A -""I I. and j, I, 'I aIi h, iiA. iir ll ill I, I III n, I rim, Not-i" r—, III, t'diding , $-*Inol I I Kltil —Itly I ire III lk"ll ility ot f u.InI'a,itI- I (s .)I x I I -1I rI ly it I— qI . I Io IN, I, 'n I I he, V,,Lill MR' a1 In t s art era MiTek' fI,I % 1,40tyot'd II, I,wv,I,t Witt, I —,It+ I iwlloi if ju—vli l K1 "I'll '104ITI, " wri'lldin't it,,, ll(wl, po, kaioly, of" ti"ll oi<i to inq of Imsso", tit I Muss sysloms, "—oANSI/TPI1 Quol" Criteria, DSB-89 and SCSI Building Component 6904 Parka East BJvCl Tampa. FL 33650 T96RB309 TBQO^c5 Vol ;Valley Trust j1 t 733605044 Job Refer Builders F'trsl5aurr~e. Tarra'a. Plant City, Flowhi 33666 7.640 s At,, 14 D:At0NcK8emj Vg7aDoLXiDHByS 2-0-0 2-0-0 Inc. Tue od 1809 30 45 2016 rage 1 HFeeKCv3i)OkPDW QC?3eryubaNvSEI u Scale = 17 9 LOADING (psf} SPACING- 2-0-0 CSi. DEFL. n (loc) I/detl Ud PLATES GRIP TCLI_ 20.© Plate trip DOL 1,25 T C. 0.08 Ven(U-) 0-01 3 >999 240 MT20 2441190 TGDL 7-0 Lumber DOL 1-25 BG 0.13 Verlj[-) -0,01 3 >999 180 3CLI_ C:-0 Rep Stress Incr YES WB 0-00 Horz(TL) -0.00 2 il/a nta BGDL 10,0 Code FBG2014/TP12007 (Matrix) Weight: 5 rr) FT = 20` LUMBER- V BRACING_ TOP CHORD 2x4 SP No.2 1OP CHORD Structural wood sheathing directly applied or 2-0-0 oc ptivins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid coiling directly applied or 10-0-0oc bracing- REACTIONS. ( lb1size) 1=50/1-11-9, 2=50/Mechanical Max Harz 1=30(LCf 12) Max llplittl=-9(LC 12), 2=-24(LG 12) FORCES- ( Ib) - Max. Comp./Max Ten. - All forces 250 (Ib) or less except when shown. NOTES- ( 7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108rnph, TC:DL=4.2psf; BCDL=6-0pst; h=25ft; Gat. 11, Exp B; EnrJ , GCpi=0.18; MW FRS (envelope) gable end zone and G-C lnteriar(1) zone, cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nancaneLWent with any other live loads. 3) . This truss has been designed for a live Toad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 4) Refer to girder(s) for truss to Miss connections, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 6) " Semi -rigid prtchbreaks with fixed beers" Member end fixity model was used in the analysis and design of this treks. 7) " This rmanufactMed product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSf TPI 1 as referenced by fhe building code," WARNING - Verify design parameters and REAR NOTES ON IRIS AND 1140LUVED MITEN REFERANCE RAGE Mil-7479 rov 10l03P2015 EEFORE USE tk sh try s :18.f roF u;ut l tly "Ill1 Mif k t is this fw,in is t, sse. } tdy u4 v,rt I 1,vl ,:at i 1, 1<,; ,x; If,, li i fri• if [ l tE kn;r ` <xnt n nt no d t buss sysh=m Fi ir,rua a ., tht bttFl Ott; #r siitrh t must vaafv ttx ,rr p:h r x11ty r 4 r.R1I*a; •:.ttrre i r uc:5la, •F ce tiy In q r Its., fl,h k sk}n itd tl ,r wt>a rkl 1, 01 no dc%Ft) Ardili-f-'iletitl1+sty.ux#MiTek n . rl -rys is yrr{te ,E hu st zt dNty xx1 E rv< vcan! 11<>f—,,ttll, F sll de: F t u«ki inprtY r¢! Vrr,Fx.r h kxrmaFr< k,p rtC re<.r<'G ezul:tn -F, [vtk-srtilr,tl !h<a 1 ttatc ::iron, tray Itgl ^t hens;., ,lnd fltn, sy et= ins w,< ANSUTPI t Quality C[iteria, DSB-89 and BCSf Building Component 6904 Parke East Blvd. Sorely Information true afl atde. Sicxx7 truss F'I-.ztt lnsfllutc,, `:tit P! E «f* Sr<,r*1 s;01,, 31,% N, x ]t Ill, 1, VA 2231 d. Tampa. FL 33610 T9688310 T8002, Vol Valley Truss i i 713W,045 Job Reference _(2ptiona Builders —F;tMS0ulCW —GrP e City_ Florida 33566- 764OsApr 10201C MtTek lrdustnes Inc T.a W IttO930452016 Page i ID:AtONrK'iernjVg7aDOLXIDHF3ySD6M-dIBClxlwSJ9LsO HFeeKGv3n0rpDH0DJery(lBl 0 2-11-1 1.0 15 scare = 1 Q 0 3 S 4 2XA 2X4 LOADING (pst) SPACING- 2-0-0 CS1, REFL. ill 10c) 11dell Ud PLATES GRIP TCLL 20,0 Plate Grip DOL 1,25 TC O.08 Ved(LL) 0,00 3 n(r 120 M-1-20 244/19b TCDL TO Lumber DOL 1,25 BG 0,08 Verl(TL) 0.00 2 n/r 90 RGLL 00 Rep Site$,, incr YES WB 005 Horz(TL) 0,00 n/a Iva BCDL 10,0 Code FBC2014ffP12007 Matrix) Weight 13 11n FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No-2 TOID CHORD StFUOUTal wood sheathing directly applied OF 4-0-0 OC purlllls. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceding directly applied or 10-0-0 OF, bracio,;, WEBS 2x4 SP N(,),3 REACTIONS. (Ib/size) Max Holz 1 =71 (-C 12) Max Uplift!3-76(LC 12) FORCES. (1b) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; VUIt=139rePh (3-second gust) Vasd=108mph, TCDL=4,2pst; 6GDL=6,0psf1 h=25ft; Cat, 11; Exp, B, Encl_ GGpi=0,18; MWFRS (envelope) gable end zone and C-C Intertot(l) zone; cantilever left and right exposed IC-C for members and forces & MWFRS for reactions shown; Lumber DQL=1.60 plate glib DOL=1,60 2) Cable requires continuous bottom chord bearing. 3) This truss has been designed for a 10,0 psf bottom choid live load nonconciment with any other live loads, 4) * This truss has been designed for a live load of 20,0pst 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 rneGhaNG,'ll GonnectIon (by others) of truss to bearing plate capable of withstanding IGO lb uplift at joint(s) 5. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) "This manufactured pieduct is designed as an individual building component. The suitability and rise of tNs component for any particular building is the responsibility of the building designer per ANSI TFI 1 as referenced by the building code." WARNING - Verity d",fqnplarnrae,. »nd READ mores ON TWS AND firi UDED MtTEK REFERANCE PAGE 4,111- 74 73 rev10103a015 BEFORE USE, lhskttr lll11, , t Iy,o1 tl y WI it, MI 1, k , , -n[ I, ',, t, ;, I hi, • 1, 1, t - %, - I "I Ity , If -f 1 1 1, - m) " k ", sh, \o to n tlsI. r in in iivt. ik I. i I A Ill, It[ , I < , , 111 n, 1 Itruss sy tek , N Aof , , r" , II,, ,, I uik lina l i, -Wrt oj I, I mt v, [ ity I t w , , tj I M, , 1 A cy , I , I, l,' I • IF41 - toes , I, I f x , I y 1; ,j I "t , 11, e 0 k, , 1, 4qt , IF A ilk 'I I IS F 411 14, l," h 1e j it x $1, " I I, I I, ('fo Vot i I t I I, kI in,) , rtitr 0&k 1I, rl I I l ms '-)t om i/-i i II i i I t I, l Ay. A, J ii Wm " l Io 'i I 1W N 1( j I 1 11 er3tI I it r, 4 MiTek I, jkaw,i 0 1 ' I'll 4M Iruf I- It ziau* "'ah f -,t-nol qkk I A,-axeiar<Nnei ill,, tot'r I, , lik'n, s I, ,1 " Iq, I, rve q Yf, , rf (- flnn .and t+ r," it , I or trusses cm J I rc%,y, toi ANSI/TPI I Quality Criteria, DSB -89 and SCSI Building Component 6904 Parka East &W Safety Information czv, the it !, ftofn firtm, Ill, 31 11 1 e' N r 111, 1. V/+ 14 fzmeta, FL 93610 TP66R311 V03 vak"y Im's i 1 733605046 Job Reference jon'Al 7 640 s Ap, 19 2016 M,Tek industries- lnc Tur, Oci 18 09 30 46 2016 Page I ID:AtONcK6ernjVg7,iDOLXIDHBySD6M-5yibyHIYD(iHllBrFiCLrRSHKZk,GVhltRn4c,k,,16qySELt 4 11-1 Scale = I 18 0 4 20 2x4 LOADING (psh SPACING- 2-0-0 est, DEFL. in Ioc) Vdefi Ud TCLL 200 Plate Grip D(--)L 1 25 TC 0,25 Vwt(LL) 0,01 3 oft 120 T C', D L 7,0 Ugnber DOL 115 BC 0,32 Verl(TL) C", 0 1 a r""r 90 BGLI, Q'() Rep Stress Incl YES WB 0.06 Horz(F L) 0,00 nia Iva BGDL- 10.0 Code FBG2014fTPt2007 Matrix) LUMBER - TOP CHORD 20 SP No,2 BOT CHORD 2x4 SP No.3 WEBS 20 SP No,3 REACTIONS, (Ibisize) 1=147/5-11-8,5=247/5-11-8 MaxHoiz1=115( ' LG 12) Max Upliftl =- 1 2(LC 12), 5=107(LC 12) FORCES. (lb) Max. Gorrip./Max. Ten, All forces 250 (ith) or less except when shown, PLATES GRIP MT20 2441190 Weight, 21 Ir) FT - 20% BRACING - TOP GHORE) StruGturai wood sheathing directly applied or 6-0-0 oc PU01nS, BOT G HORD Rigid ceiling directly applied or 10-0-0 oc bracing, NOTES- (7) 1) Wind: ASCE 7-10; VUlt=139111ph (3-SOGOod gust) Vasc--108niph, TCD[-=4.2psf; BGDL=6.0psf, hr25ftl Cal, 11, Exp B, Enrl,, GGpi=0.18; MWFHS (envelope) gable end zone and G-C rntenoi(l) zone; cantilever left and right exposed IC-C for mornber,,, and forces & MWFRS for reactions shown, 1-Urnber DOL=1,60 plate grip DOL-1,60 2) Gable requires continuous bottom chord heading, 3) This truss has been designed for a 10.0 pst bohom chord live load nonconGurrent with any other We loads, 4) ' this truss has been designed for a live load of 20,Opsf on the bottom chord rn 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 n-*,chanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplih at joint(s) 1 except (jt-lb) 5-107, 6) 'Seirni-rigid pitchbreaks with fixed heels" Member end fixity model was used in the, analysis and design of this truss. 7) "This manufactured product is designed as an mclividUal building The SditablIrly and use of this component for any paniculat building is the lesponsibilty of the building designer per ANSI TPI 1 as referenced by the building rode.,, AA, WARNINC- Verity design parameters and READ NOTES ON THIS AND INCLUDED UITEK REFFRANCE PAGE W-7473 rev. 10,102O15 BEFORE USE, Imi'l ve.my t1j,"Iti'll, ot ajily ''I, lo'I'j" i ,I, III wl'nS 31 fit,,, fA'n' off, -TI, %toloqe' ctoliv(jy'I- ir(q,jnd tolIn') l hu"o", Ii'd tm''Y'knu" 1-ANS11711 Quality Criteria, M-1)9 and BCS1 Building Component Suil,317, /+ xofxlivi, VA 4 N1, MiTek 6904 Parke East 61,,d Tkw)pa, FL '43610 T9688312 T80025 v0s arripa, LOADING (par) TCLL 20,0 TOOL 7,0 BOLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1,25 Lumber DOL 1,25 Rep Stress Incr YES Code FBC2014/TPI2007 Valley Truss REACTIONS, jb/size) 1--21714-0-0,4=9814-0-0,5=-80/4-0-0 Max Herz 5=43(1-C 12) Max Upliltl=-54([-C 12),4=-29(LG 1) Max Grav I =217(LC, 1), 4=98(LC 1), 5=32(LC 12) 1 733605047 Job Reference 7 640 s Apt 19 201 4t0NcK8ernjVq7aD0(, XIDHByS[ 1-6-8 2 CSI. DEFL. in (ioc) Udell Ud TC 0,09 Verl(!-L) n/a n/a 9Q9 BC 0.15 Ven(TI-) n/a nda 999 WJ3 0,00 Horz(TL) 6-00 4 n/a rVa Matrix) FORCES. (lb) - Max. Cotrip./Max, Ter). - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Unbalanced root live loads have been considered for this design 2x4 s T,ie 00 IS 0 30 46 2016 181 RGI-rRSHKbGCYTIfJII4 3 2x4 Scale = 1 9,2 PLATES GRIP MT20 2441190 Weight 12 In FT = 20',, BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc, purfins, except end vertrulls. 1301 CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2) Wind: ASCE 7-10; Vult=139rnph (3-second gust) Vasd=108mph; TGDL=4.2psf, BCDL=6.0psI; h=25ft; Cat, ll; Exp B; Encl., GGpi=0.18; MWFRS (envelope) gable end zone and C-C Interior(l) zone, cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown, Lumber DOL. 1,60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding, 4) Gable requires continuous bottom chord bearing, 5) This truss has been designed for a 10,0 psi bottom chord try(- load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom ohofol and any other members, 7) Provide mechanical connection (by others) of ttuss to bearing plate capable of withstanding 100 lb uplift at joint($) 1, 4, 5, 8) 'Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) "This Manufactured product is designed as an Individual building COMPOnent. The suitability and use of this component tot any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code-" All, WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MUEK REFERANCE PAGE M11,7473 rev. 1010312015 BEFORE USE. I)o,,Ay it, v<lil"I I ( ua, only \'III i mil 11 its, i I% 1, 1—1, I'l V i ir ,n t J sir( wn ;JrJ v, I, I nun rvsiM 11 t +Iik fib ij , "I ,I Vlenl, Iv inns syMefl l, K+m rise, rise I , fildil ig d,>Sinf KI ,it 0 "ofily the 11 I * 'It'llity, ,f, t f e 11, , 11k,f I 'v j ,mly it l-,q , I'll, ) It it, J, "kJ) (Iro l11le , V, =;1011 Nil' lito,'Aig is to 1,wv,,ol 1,v,klin,l ot nl,ltvlaiu 11 htm—,l , "rildlot c11 id llwml (, only. A410i'l,oi I'mil -f, sly -Jlldt mwll nl I+ k,vl j MiTek' l"A 111, .; ill, It 1, sIorkjo , 1, 4fvo,y. owc 11'r, (1110 I'locinq of to mo, . if " fill m ySI, A,,%, s, >,.-ANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component i 6904 Parke East Slwri Safety Information awjfloHe ll,rn Im, Prrt<> Imlilur'), 2i tr K I ee Ski et Sutra 3I9, /+cxoi, irks, VA 223F 4 Tampa FL 33610 180025 V% T%88313 Valley Truss 2-6,8 3x4 — 6,00 _12 2 Jab Reference )ti2ryl 7 WsApr 192016MOok lndustnesIx. Tue0d 18 ID: AtONcK8en)jVg7iDOLXIDHBySD6M,Z,3C,zAdr)B wPctIQdm3Mg 3- 58 3X4 6_ 0 0 0 0 FIT LOADING ( lest) SPACING- 2-0-0 CS1. DEFL. in Ooc) Ifideff L/d TOLL- 20,0 PIME+ Grip DOL 1,25 TC 0,22 verl(I.1.) n/il n/a 909 TGDL 7.0 Lumber DOL 1,25 BG 0,37 Verl(TI-) n/a n/a 999 BGLL 0.0 RepStress Inct YES WB 0,00 Horz(`[L) 0,00 4 t"11 nja BCDL 10, 0 Code FBG2014/TPI2007 Matrix) LUMBER- BRACING- Scale = 1 11 7 2A 4 2x4 PLATES GRIP M120 244/ 1910 Weight 18 In FT = 201 TOP CHORD 2x4 SP No,2 TOP CHORD Sliucturai wood sheathing direGUy applied or 6-0-0 roc puthris, except BOT CHORD 20 SP No,3 end verticals WEBS 2x4 SP No,3 BOT CHORD Rigid ceiling directly applied or 10-0-0 or; bracing, REACTIONS. (lb/ size) 1.432/(i-0-0,4=165/60-0,5=-214/6-0-0 Max Horz5= 43(_C 12) Max Upfit1=- 77(LC 12),4=-53(I_G 9),5=-214(l-C 1) Max G rev 1 = 432 (LG 1), 4= 165 (LC , 1). 5=4 4(U-, 12) FORCES. (lb) - Max, Comp,/Max. Ten. All forces 250 (11b) or less except when shown. NOTES- (9) 1) Unbalanced root live leads have been considered for this design. 2) Wind: ASCE 7-10; Vult..-.139mph (3-second gust) Vasd=106rnph; TGj)[,-42psl1 BGDL6.0psf; h=25ft; Gat. It: Exp B; Encl., GGpr=,0.18: MWFRS (envelope) gable end zone arid G-C. Interror(l) zone; cantilever left and right exposed ,G-G for members and forces & MWFRS for reactions shown: Lumber DOL,-1,60 plate grip DOL 1,60 3) provide adequate drainage to prevent water ponding, 4) Gable requires continuous bottom chord bearing. 5) This tress has been designed for a 10,0 par bollorn chord live load nonGQoUlfreol with any other live loads. 6) * This 1rusis has been designed for a rive load of 20.0pst on the bottom chord in all areas where a rectangle 3-6 0 tall by 2-0-0 wide will fit between the bottorn chord and any other mernbeis, 7) Provide inechanicil connection (by others) of truss to bearing platk,capable if withstanding 100 b uplift at joinl(s) 1, 4 except 01=1b) 5=214, 8) " Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this huss, 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular bulding is thc; responsibility of the building designer per ANSI FPI 1 as referenced by the building uode," WARNING -Verily design parameters and READ NOTES ON THIS AND INCIL WED UfTEK REFERANCE PAGE M11, 7473 rev. 1Q 0312015 BEFORE USE. I, , N+to Its' kiii,iis I, iii't ",lilry lh( , It I A lc A410y 4, 1 t A it m I, 't4 )n, I I [ 'j,' I y a I— "t I4 i,o jj, Ii I- 11x , "I'll I Nil' tilt MiTek' f)10 th" fi, w, lion .211'5 tfoloo ^4 rfuw- kwi sy 4-m_,-,ANS(/TP1I Quality Criteria, DSB-89 and SCSI Building Component 6904 parre East Blvd Safety informollor, ov,:rilot* From Itu's tl(,ro In'tihir", 218 N, I"o Mw,A, "'A'012, Jab -- Truss — - Truss type Cry Ply T60025 V07 Valley Truss 1 1 733605049 on F3uiiders Fir.,t5aurcc; TtrmPa F'lant CRy. Fonda 3356G ..... .— iC) AtONaKBelnjVy7a 7 640 s AtaHef19 201 b, T,, k €n G40sqPr59201GtTekIndustries, Inc. Teie Oct 58 09.30:47 20iG F"a25e 7 CI_ X IDH BySD6M-Z&GzAdm B _wPctIQdn53tAc0-, U tjsc raU6?xJGN i fGySE I 2- 6-8 55-8 Scale = 115.4 4X6 2X4 6,00 12 2 3 v, f+ 5 4 2x4 < 2x4 '.. 2x4 2 6d 5.5 2 LOADING ( psf) SPACING- 2-0-0 CSI, DEFL. in (to(;) ildell TAJ PLATES GRIP TC. LL 20-0 Plate Grip DOL 1.25 TCt 0-29 Vet2(LL) n/a ilia 999 MT20 244/190 TCDL 7-0 I-AanberDOL 1 25 BG O35 Ved(TL) R,a rota 999 BCi_L 0.0 m Rep siress irlcl YES WB 0.04 Horz(TI-) 0,00 4 n/u rtta BCDL 10, C) Code FBC2014(TP12007 (Matrix) Weight: 25Iir F T - 20°T LUMBER- ---RACING- TOP CHORD 20 SP No-2 TOP CHORD Stru ctuiat wood sheathing directly applied or 6-o-0 oc purims, except BO'T CHORD 2x4 SP No.3 end verticals, WEBS 2x4 SP No-3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS, Ail bearings 8-0-0, ib) - Max Horz6=43(LC '12) Max Uplift All uplift 100 lb or less at joint(s) 1, 4, 6, 5 Max Grav All reactions 250 lb or less at joint(s) 1, 4, 6 except 5m268(LC 1) FORCES. (ib) - Max. Gomp_1Max- Ten. - All forces 250 (kb) or less except when shown, NOTES- (8) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst, BCDL=6-0psf, h=2511; Cat. Il; Exp B, Encl., GCpr 0.18; MW FRS ( envcllope) gable end zone and C-C Intertor(1) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown, Lumbar DOL=1-60 plate grip DOL=1,60 2) Provide adequate drainage to prevent water Trending, 3) Cable requires' continuous bottom chord bearing, 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads_ 5) ' This truss has been designed for a live load of 20.0psf can the bottom chord in all areas where a toctangie 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 100 lb uplift at joint(s) 1, 4, 6, 5. 7) °Semi - rigid pt lbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. 8) "This manutacti red product is designed as an individual building component. The suitabilityand use of this component for any particular building is the responsibility of the bolding designer per ANSI TPi 1 as referenced by the building code," WARNING Verily dastgn parameters and READ NOTES ON THIS AND INCLUDED AfITEK REFERANCE PAGE hlfb7479 rev. 10103aolS BEFORE USE tr gtrn ,oli4f e ry oly l,Ath ratitek lN,0-,47n ist vo€ nr ltxxat >t 5tsac.ter< h hn tn51i, Gv x;iI,ftvIlkzl txArfv< < I t 5 tlual sysh= m riot+nr, u"o, In,, 1, lkiii t na nt v ,tiri ti < ,5t 4..,41 tt dliN -.t, i oaltir thi k ` ll, ijtk th r<zt all tvakfn KI dtru zlr 14 ac:mt) relit, It, I I k K t .lea t F tc.kitrxt t a livtdt_r IIII",, J If I(,x h I,i Uzi<.mtx t4 < tAV, A,i lit( tul lerr t t a y x,d I 9rII, cent t+ S InJ Is ahaay. u., tklit * Ittor tt. it.lilly and to ptovexai II, q se will i I wwAt pie I a Iuv riA Iniiay'ImI I I, k^try 4 icon 1tiI I, '1 .1 e;un,icxx „ i<y t<,r<.Iinta the tttlxu atrol t st r, rIiv,ty ow tkat ,m<f to , rl t) of tnt4 t s +ad hu`.ti u I ,R tic u oANStI7Fl t Quottty Critedo, DSO-89 and SCSI Building Component Safety tnfarmotfoti 1v ,kl rld<> Ir;xr 4in f9• net in IiIl ttr. 2!fl N Eae Silt r ouRe 31L N,x xndrl .a, v'A MI11, MTe Job 'Twss Trus,5 Type Oty F51Y TB0025 V08 valley Truss I Job Refert, 640 s —Apr1-9 JD: At0NcK8emjVq7aDQLXIDHBy5 9- 7-4 2-& 8 1-7-14 5 4-14 see 12 3Y4 — 2 2X4 1 2x4 4 7 6 5 2x4 2X4 2X4 LOADING ( pst) SPACING- 2-00 CS1. TOLL 200 Plate Grip DOL 1,25 TC 0,25 7CDl- TO Lumber DOL 1,25 B G, 0.34 BOLL 0.0 Ron Stress Incr YES WE 0,05 BCDL 10,0 Code Ff3C2Q14/TPI2007 (Matrix) LUMBER - TOP CHORD 2x4 SP No-2 BOTCHORD 2x4 SP No,3 WEBS 2x4 SP No,3 REACTIONS, All bearings 9-7-4. 1b) - Max Herz 7=43(l-G 12) Max Uplift All uplift 100 In or less at joint(s) 1, 5, 7 except 6=-11 5(LG 9) Max Grav All reactions 250 Ito or less at joint(s) 1, 5, 7 except 6=365(LG 1) FORCES, (lb) - Max. Comp,/Max, Ten. - All forces 250 (11h) or less except when shown. WEBS 3- 6=-2611176 DEFL, III fid0l LAJ Verl(I- L) n/a n/a 999 verl(TI-) n/a n/a 999 Hoorjl-) 0, 00 5 n/a rsa 1pcles315 Scale = 1 16,3 PLATES GRIP MT20 244/ 190 Weight: 30 ith FT = 20% BRACING - PP CHORD Sti`MtUlal wood sheathing directly applied or 6-0-0 oc purlins, except end verticals_ BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracirKI, NOTES- (9) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; VI,Jlt-1 39110) (3-SOConcl gush Vasc1=108niph; TG DL=42psf; BGD1--6.0psf1 h=251t, Cat. 11, Exp B; EnGl-, CIGPI=O,, 16; MWFRS (envelope) gable end zone and C-C Interior(l) zone; cantilever left and tight exposed IG-C tot members and forces & MWFRS for inactions shown; Lumber DOL=1,60 plate grip D0L=1 60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottorn chord bearing- s} 1 ) Thistruss has been designed for a 10 0 psiboltorn chord live load noncomt.atoul with any Other live loads, 6) ' This truss has been designed for a live load of 20,Opst on the bottom chord in all areas where a rectangle 3-6-0 fall by 2-0-0 wide will tit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 Ib uplift at 101111(S) 1, 5, 7 except (11=ib) 6=1 15, 8) "Semi- oqtd pitchbreaks with fixed heels" Member end fixity rnodel was used in the analysis and design of this truss, 9) "This manufactured product is designed as an individual building Component. TI-w, suitability and use of this component for any particular building is the responsibility Of the building designer per ANSI TPI 1 as referenced by the building code," Afj, WARNWO - Vary), design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFFRANCE PAGE MR-7473 rev. 1010312015 BEFORE USE. i)-* It, v, 4kj I"I irlw "ttly whit mfli*oliiwc tort, 110, I, "Iktn K $-I ily i It —t ao, w+'(s )n it, t1j , Tlir'JIVI, It rol [ tilidirm —ml "I vq)t, 11, Ml' 14ir"sSy"tomboilk'Ang-A, isign, I + Welk' I,, ii—o' t-inti, 'I for 4lolqgly orl l r, j,F"V(j,I ,Q, it , %,tit, 4,) 1 ,% not It lioly )ti.i I 4ol IV . i 104 ,tan, 1[ A, jut, $.in, ( i,?qol, rrltr It to f(ItAcoti"n, d(lit oly cxc c lips ond hto*t, ' I ,t Ilmw 1"d ljuss ,-AN$UTPIT Quality Criteria, DSB-89 and SCSI Brilkling Component 6904 Parke East 6KiJ Safety Information Ii li-, Truss1+11,, jfistjtnj,,. 2,m JI, Suite, .312 Noxon,lilo, VA 29314 Tampa FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION enter plate on joint unless x, y offsets are indicated Dimensions are in ft-in-sixteer-iths Apply plates to both sides of truss and fully embed teeth, 0-1114, t For 4 x 2 orientation, iccate dates from outside edge of truss. This symbol indicates the required direction of slots in connector blotes. Plate location details available in MiTek 20/20 software or upon request. The first dimension is the plate 4 x 4 width measured perpendicular to slots Second dimerision is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown, by text in the bracing section of the output, Use T or I bracing if indicated. Indicates :ovation where hearings rsupports) occur Iccrs vory but reaction section Indicates joint number where bearings occur. V;r, size shown is for crushing only, Industry Standards: ANSI/TPI I . National Design specification for Metal Plate Connected Wood Truss Construclion DSB-89: Design Standard to( Bracir)g. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 6-4-8 1 dimensions shown ir) ft in sixteenths i(Drawingsnot to scale) 2 Tr—', P CHORDS 8 7 6 5 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 i—- ES Reports. ESIR- 1 '3 1 1, ESR- 1352, 'ESR 1983 ER- 3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others, 2012 MiT ekS—R, A!! Rights Reserved M i Tek k N/ liTek Engineering Reference Sheet'. Mil-7473 rev, 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury I Additional STOLAiity broCing for truss Syster-, e,g, diagonal of X-biacinq, is always required. See BCS1, 2 Tfljss brocrr-lg rnusT bedesignedby an, en-gineer Por wide truss spacing, inJvldual oteral braces thefnselves may requife. bracing, or o(tethotK,,e Tor I bracirig sfhcluld be ccrrsidered 3 exceed the design ,nading shoe an>a never liock. rnate: iols on inadequatef', braced trusses 4 Provide copies of Mrs truss design to the building ciesigner, erection suioef-vis-c'r' cropefty owr'er and all orner interested parties. 5 Cut members to bear tightly against each other, 6 pic- ce plates on each, face r f truss ateocr) roir,t and ernbed fully. KnoTs ond warre at joint ilocat"ons are regulated by ANSI/Ti 1 7 Desion assumes trusses Aviii be suitably protected from t..-, enviror- rrient witir-, ANSI/TR I 11, Unless otherwise noted, moisture Content of lumber sha!l not exceed I %ct firrieof fabrication 9 fitness ex[Dressl', nofed, this d1esrgh';s not cpbriicob le for use wit" n fire retardant, pleser"'citine treated, Of green iuffi, er' 10 i- arnver is a and is Me responsi'lolry of truss fab`catr-l. Generoi;:rrocfice isto ca'r- q:rer for aeoal load detllecTior-)' I I Plate I/pee, size, orientation and location dimensions indicated are rninirnurn prating requirements, 12 Lumber used shall be of the species ano we, and no! respeacn, equal to or better than that spe c i f ie or Tcp chords must be sheciffred or purlins prc,, dea cit spacing ind alecl on design 14 spacina, f less, if rta ceiling is s insialled, unless otherwise r ofeedl 15, Connections not siriown are the responsibility ,-)fcttle(s, lt Do not cut or aster truss mernber ol-b4ofewithcuf prior ap-Irc, vai of an engineer 17, instali and locrq vertically unless indicated otherwise. 18, use otgayer` iortreated lumbermcly Pose unaccectable health or performance risks Consult with project engineer before use. 19, Revlew all poftioris of this design (front, tjo,,ck, words and pc-fures) beforeuseReviewing pictures alone nic, sufficient, 20, Design clssufr ies ffianufaclure, in occordan-c ee with ANSI/TR I Quality Cirteno. T ) f' -, i I ", I k- U 8-00-00 22-00-00 18-00-00 6EARIN6 HE16HT 56HEPL)LE M w co 01 9, 0— 9, 0, 0', 01 c9 17 0 C—; 01 co 2 2 © tD CD <s, U- CO C', CL ce af d: a- %!/jL % -i.. y --5 -5 w af L-- ly CK CL [if a r Ja I JOI J02T Ks) 027 CD 9 -4, CLN G, 1 9`14- CLNG J03T J03 co CD Icl- 03T 7-0 -00 + J04 -QL4 Tmt4 FH1 ------------------------- -- 02T 29 2 Hanger List 9-4' CLNG URULTED CLNG 09ULTED CLNG 9-4. C, NO H1 HTU26 05 ROE, R07 12 0- CLNG i2-0, CLNG N 1) REFER TO Hl q! (ZEWWENPATIONI, FORFAR IN16TAL -ATION AND TEMPORARY DFACIN6) NAWi% I IRoeRITE? TO UWYNEE , -1 FOR FERVAN-NTas L TRU Hl (XI LV,%- TR U`51,E ME RRep, 2) AL0"I VALEY FRAMING)Wl l BE0MFLETE L Y it- 08 1 07V8 S PECKED OR REFER TO PEI All- V105 FOR I AkNA TE S ACIW- REZIREMENT5 R08 — - ----- 3) ALL VALLEY5 ARE TO tFE WNVENT10%ALLY R08 - — --- --- - as 4 ) ALL TFU55E5 ARE PE51GNEP FOR 70 C MAXIVILIM 5FALIIV, UPk5 0-1 HIRVH NOT ED. Ras 5) ALL WAU 5 WWN ON PLACEMENT ELAN ARE COWD-ERED T 0 5E LOAD R07ff DWI%, LU-E',S OTHERCH NOTED 07 9 - 4- CLNG ULJLTED CLNG UAUL!--, LNC- 9 CLWS 6 i 5Y 4 2 'RO^5F5l ST 6E LNcTALLEP ml T ii- T OP P ffwl U C w LnHT026 LWE55 07HEJW 5E NOTED ALL a 5 FLOOR 7RU55 HANGERS 10 BE 51M,150N HA422 VILES6 OTHER* JSF -01EO e' 5EAMIHEADE91UNTEL ('OR) TO E BYf%ALPER BRNG1 ST BR POT 5HOF DRAWING AFFROVAL Top 9 S S OP 9 _4 - i R22 Tt" 5 LAYOJT 1S 'HE 'AE WCE FX FAMICCON OF TZ?5,E5 AND V019E AU PFEVOUK, AzCKITH TLRAL OR OTKIR R27 F 17 TRt LAYOUIh RFVI;W AK WCOVAL Of WT 1 C-LNG I leioB 12 0- CLNG R 1 11 R27 R?7 WI R27 R27 o TIft TO NE XfN AA 6AMUiAFU TT CWMf IKAT WILL FEAT CD CD 'EXTRO YOU W19L L BRNO OP 7f 8- 0 - ------ - -------- 7 cn C? R27- ------ cu cu ti LNG 9 - 14* CS D Y. R1IA - ----- - KNE E WRLL KNE E HL L p 11-7-3 --- -- - cc Builders 00 'p-0, OP R29 RP98 -P- CLNG8 el, Cl NIG FirstSource RP 3 ------- R30 23 Orlando PHONE, 407 F,51 ?100 FAX 407-ffI-7111 CD 2 7r , " , D - -------- Plant City J02 PHONE 112 jl;'2 J013j 1 0 ja i Jos 5 ZC-1 J06 J02 --- - - ---------- 1-00 00A J 1A 'A, D g Q) Jo I -i7j01 '01 ENTRYE -AM ENT BE HM on Homes Taylor Morris 0 CID CD 0CDNNI'D 0 Q N-1 1--,-) 6 6 &) TOP 02-0 TOP 12 0- 1 F I iwft k-D Stanton ME Tray@Master o 0 8 - 00 6-02- 0e -oo I I Oi4-aa 6-00 00 20-08-00 Lot xx 707L, NTI? L! 0 00-00 - ------- - --- --- 2-16- 16 JxR'Ai c` k 4 D I City of Sanford Building and Fire Prevention Product Approval Specification Form Js Permit # 0 16-2929 Project Location Address 408 Treasure Lane As required by Florida Statute 553,842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Therma Tru Swinging Ext. Door (front door) FL15225-R3 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332,09 Sectional Amarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-R6 Roll Up Automatic Other — 2.Windows Single HRn ...Ml Windows Block Single Hung FL17676.9 Horizontal Slider Casement Double Hupq__ Fixed Awning Pass Through rojectecl Mullions MI Windows Mullion -vertical FL18504,2 Wind Breaker Dual Action Other — June 2014 Category / Subcategory Manufacturer Product Florida Approval # Walls— Description including decimal) 3. Pane'1 Siding Soffits Aluminum, Inc. Soffits FL12019-RSAlpha Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products As haft Shin les tlas Roofing Shingles F_L16305-R4 T Underla ments InterWrap, Inc. -- Underlayments FL15_216-R2 Roofing Fasteners T ONonstructural Metal Roofin Wood Shakes and Shingles Roofing tiles Roofing Insulation Wafter roofin Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Adhesives l Coating Liquid Applied Roofing Systems Roof Tile. adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Weather Vent Roof Vent Miami Dade Approved Other June 2014 2 Category / Subcategory Manufacturer Product Florida Approval # I Description I (include decimal) 5.Shufter4 Accordion Bahama Colonial Roll yp Equipmei Other S kri ht q Hhts Other 7. Structur Wood Connectors Anchors Truss Plates MiTek Industries -Truss Plates FL2 197-R5 Enqineered Lumber Railing___ Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefa67Sheds _____ Other 8. New Exterior Envelope Products VAC Tie Down BIVIP International HVAC Tie Down FL14239-R3 Applicant' s Signature Applicant' s Name Please Print) June 2014 yn OUL & VssDLf I L AlBorix iSCRT ormf69"tcaft11Mo0 TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS WINDOW 26' v54 032s-1 _711-sq-1 V -5141 LL, 3T B54 V23354 235 4 33 5H 51' 14 S4 12345W 74514 34 SIA p g 554 1`23359 75!4 3554Z63' 3: IbSW 4236S;4 766;4 f4i12' W"7 AE6 AND MIA"TM FUf ;;RI FER nWACRl;ERA'0WEUlCA1M F4ffR16FLCCRFLAl6"5JTL;046LM)M I w4-5qc4%-,4m- c5moRma, Of Wc NICHE DETAIL HATCHING 7L,s 2-k# 9 / P. -Z --tior 25 rssua 16 LL 1All DAVIS EWS 2055 FLOOR PLAN NOTES 5"zi ""r ' t.,. 2A GARAGE RIGHT I Florida Building Code Online Page I of 3 kl- BCJS Home Log In Use, Registration Hot roptcs Submit Surcharge i Sl & Facts l PUODMIMS F6C Staff BCIS Site map I Links I Search I Bus neSProductPrsslunal Approval4USER: Public User Replation PARU"tigo'Llu - Application 0"l w FL # FL15225-R3 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary, Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconstiltants.com Authorized Signature Vivian Wright rickw@rwbtdgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By Ryan J. King, P.E. q, Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year 101/l.S.2 1997 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method I Option A Date Submitted 06113/2015 Date Validated 06/28/2015 htips://www.floridabuiIding.org/pr/pr__app_dtl.aspx?param=wGEVXQwtDqv3yVVK.1/`-`I Q... 7/20/2015 Florida Building Code Online Page 2 of 3 Date Pending FBC Approval Date Approved 07/05/2015 Summary of Products FL 9 Model, Number or Name Description 15225.1 a. "Classic -Craft" and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Tru" without Sidelites. [nswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure; N/A Installation Instructions Other: See INST 15225.1-68 (6'8 Door Products), INST E1,L5225 RLRjNjjj_L5ZZ5,k-WW 15225.1-80 (8'0 Door Products) and INST 15225-68M (6'8 UIRZI-U-1 Door Products Direct to Masonry) for installation instructions. (Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P.E, 43409 04) Created by Independent Third Party: Yes Evaluation Reports ELWZLRIALKYAL15,Mjstt Created by Independent Third Party: Yes 15225. 2 b, "Construction Series" and 6/8 Opaque Steel Door with and without Sidelites. Inswing Benchmark by Therma-Tru" and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No NAMLWt6.W Approved for use outside HVHZ, Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.2-68 (68 Door Products) and INST 15225- 68M (6'8 Door Products Direct to Masonry) for installation instructions. (Note - Glazing Shall comply with Verified By: Lyndon F. Schmidt, P.E. 43409 ASTM E1300-04) Created by Independent Third Party: Yes Evaluation Reports E45? 0_, E_F.VAWZ21&ftW Created by Independent Third Party: Yes 15225. 3 152253 c "Fib Cl a, and "'Benchmark c. "Fiber -Classic" and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and Tr. byT , h rrria byTherma-Tru" without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ; No t 19 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant; No 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.3-68 (6'8 Door Products), INST fUM5 JUN5T_ J ZZ5jj%pl;lf 15225. 3-80 (8'0 Door Products) and INST 15225-68M (6'8 Door Products Direct to Masonry) for installation instructions. Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P.E. 43409 04. ( This product approval requires the use of "I" part Created by Independent Third Party: Yes number doors and sidelites, which have been stained or Evaluation Reports painted within 6 months of installation - Excludes Opaque Benchmark Door Panels.) Created by Independent Third Party: Yes 15225. 4 d. "Premium Series" and umSe"' CBenchn,,,,kby 6/ 8 and 8/0 Opaque and Glazed Steel Door with and without T e'rma-Tru" h. Sidelites, Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ* Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.4-68 (6*8 Door Products), INST 15225. 4-80 (8'0 Door Products) and INST 15225-68M (6'8 Door Products Direct to Masonry) for installation instructions. ( Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F, Schmidt, P.E. 43409 04) Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes es 15225. 5 e. 'Smooth -Star" and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and OpaqueS: l ma_1 bbyTherma-Tru' without Sidelites. Inswing and Outswing littps:// www.11ori(tabuiIditig.org/pr/pr_app_dtl.aspx?parain=wCiEVXQwtDqv3yVVK.1/`-"I Q... 7/20/2015 Florida Building Cade Online Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ: NoVfttL[5 p Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.5-68 (6'8 Door Products), INST; 15225.5-80 (8'0 Door Products) and INST 15225-68M (68; Door Products Direct to Masonry) for installation instructions. Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P.E. 43409 04. (This product approval requires the use of "7" part Created by Independent Third Party: Yes number doors and sidelites, which have been stained or Evaluation Reports painted within 6 months of installation - Excludes Opaque Ft 2_.QS P k4_6,.t df Benchmark Door Panels.) F Q g¢ Created by Independent Third Party: Yes 15225.6 f. "Premium Series", "Construction 6/8 and 8/0 Opaque and Glazed Steel Door with Transoms. Series" and "Benchmark by With and without sidelites. Inswing and Outswing Therma-Tru" with Transoms Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Lr pl2f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.6-68 (6'8 Door Products) and 15225,6-80 (810 Door Products) for installation instructions. Note - Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, R.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Doc# NaMt C211!jljQ- a :: Is a The State of Florida is an AA/EEO employer. :: Privacy Statement :: Ar;eessibilitv_$t„atement :; 5CILL0A.,zS@tC,02.C-r!t Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail, If you have any questions, please contact 850„487.1395, 'Pursuant to Section 455.275(1), Florida Statutes, effective October t, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may he used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine it you are a licensee under Chapter 455, F.S., please click hqrrf. Product Approval Accepts: Ehgc_ re r https://www.floridabuiIding,org/pr/pr app_dtl.aspx?parani=wGEVXQwtDgv3yVVKJZIQ... 7/20/2015 NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: NI005327-115 108 Mutzfeld Road Certification Date: 10/1512003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic/Smooth Star Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Series Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330 The `*Notice of Product Certification" is only valid if the NAM1 Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www-N-amzcertitication.com. INAMPs Cernncatlon Program is accredited by Ine American National aL ntUii(UJ 111341i UtC t1i W11 - lnswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Outswing Opaque Size Pos/Neg Rated Comments X 1/S Opaque 3'0" x 8'0" +47/47 No NCTL-210-1940-1.2.3.4/TTF-257F Single X O/S Opaque 3'0" x 810" +471-47 No NCTL-210-1940-1.2.3.4/TTF-257F Single XX US Opaque 6'0" x 8'0" +40/40 No NCTL-210-1940-1.2.3.4/TTF-257F Double Standard Aluminum Astragal XX O/S Opaque 6'0" x 8'0" +40/40 No NCTL-210-1940-1.2.3.4=17-257F Double Standard Aluminum Astragal XX US Opaque 6'0" x 870" +47/47 No NCTL-210-1940-1.2.3.4(1TF-257F Double Coastal Aluminum Astragal XX O/S Opaque 6'0" x 8'0" +47/47 No NCTL-210-1940-1.2.3.4/TTF-257F Double Coastal Aluminum Astragal OXO/OX/XO US Opaque Door 5'4" x 8'0" +40/40 No ETC-01-741-10593.0/L-2173=F-257F Sin le w/Sidelites Glazed Sidelites OXO/OX/XO O/S Opaque Door 5'4" x 810" +40/-40 No ETC-01-741-10593.0/L-2173/TTF-257F Single w/Sidelites Glazed Sidelites OXXO 1/S Opaque Door 8'4" x 8'0" +40/-40 No ETC-01-741-10593.0/L-2173/TTF-257F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO O/S Opaque Door 8'4" x 8'0" +40/-40 No ETC-01-741-10593.0/L-2173/T7F-257F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO 1/S Opaque Door 814" x 8'0" +47/-47 No ETC-01-741-10593.0/L-2173=F-257F Double w/Sidelites Glazed Sidelites I I Coastal Aluminum Astragal OXXO O/S Opaque Door 8'4" x 8'0" +47/47 No ETC-01-741-10593.0/L-2173=F-257FiDoublew/Sidelites Glazed Sidelites 1 Coastal Aluminum Astra al National Accreditation Management Institute, Inc-/4794 George Washington Memorta y/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5124 NAMI AUTHORIZED SIGNATURE: _::AAal NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005329-R4 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E331/TAS202 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within ti ANAII, !',..t:f:aei Prn.i.,nt i :ctinn t:vivtiv \nminnrti r3tinn nnm NAMIle('artiiirvtinn Dr""rn is aeersr 4PA by Thv 3mnriran National Cfandnrtle Institute (ANSt7_ Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Outswing Opaque Size Pos/Neg Rated Comments X I/S Opaque 3'0" x 6'8" +67/-67 No ETC-01-741-10703.0/L-2097=F-253F Single X O/S Opaque 3'0" x 6'8" +67/-67 No TC-01-741-10703.0/L-2097/TTF-254F Single XX I/S Opaque 6'0" x 6'8" +40/-40 No ETC-01-741-10703.0/L-2097/TTF-253F Double Standard Aluminum Astragal XX O/ S Opaque 6'0" x 6'8" +40/40 No ETC-01-741-10703.0/L-2097=F-254F Double IStandard Aluminum Astragal XX I/ S Opaque 6'0" x 6'8" +47/47 No ETC-01-741-10703.0/L-20971TTF-253F Double Coastal Aluminum Astragal 1 XX O/S Opaque 6' 0" x 6'8" +47/47 No ETC-0 I -741-10703.0/L-2097=F-254F Double Coastal Aluminum Astragal OXO/OX/ XO US Opaque Door 5'4" x 6'8" +40/-40 No ETC-01-741-10593.0/L-2097n7F-253F Single w/Sidelites Glazed Sidelites OXO/ OX/XO O/S Opaque Door 5'4" x 6'8" +40/40 No ETC-01-741-10593.0/L-2097/TTF-254F Single w/Sidelites Glazed Sidelites OXXO 1/S Opaque Door 8' 4" x 6'8" +401-40 No ETC-01-741-10593.0/L-2097ITTF-253F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO O/S Opaque Door 8' 4" x 6'8" +40/40 No ETC-01-741-10593.0/L-2097/TTF-254F Double w/Sidelites Glazed Sidelites Standard Aluminum Ast al OXXO I/S Opaque Door 8' 4" x 6'8" +47/47 No ETC-01-741-10593.0/L-2097/TTF-253F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal OXXO O/S Opaque Door 8' 4" x 6'8" +47/47 No ETC-0I-741-10593.0/L-2097/TTF-254F Double w/Sidelites Glazed Sidelites I Coastal Aluminum Astragal National Accreditation & Management Institute, 1ncJ4794 George Washington Memorta ; y/Hayes, VA 2JU72 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005330-115 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic/Smooth Star Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Series Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E3301E331/TAS202 The ":Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namirertification.com. NAMI's Certification Proerain is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Outswin Opaque size Pos/NeR Rated Comments X 1/S Glazed 3'0" x 6'8" 47/47 No NCTL-210-1940-1.2.3.4177F-256F Single X O/S Glazed 3'0"x 6'8" 47/47 No NCTL-210-1940-1.2.3.4n7F-255F Single XX US Glazed 6'0" x 6'8" 40/40 No NCTL-210-1940-1.2.3.4117F-256F Rouble Standard Aluminum Astragal XX O/S Glazed 6'0" x 6'8" 40/40 No NCTL-210-1940-1.2.3.4/TTF-255F Double i Standard Aluminum Astra al XX US Glazed 6'0" x 6'8" 47/47 No NCTL-210-1940-1.2.3.4/17F-256F Double Coastal Aluminum Astragal XX O/S Glazed 6'0" x 6'8" 47/47 No NCTL-210-1940-1.2.3.4,'TTF-255F Double Coastal Aluminum Astragal OXO/OX/XO US Glazed Door 5'4" x 618" 40/40 No ETC-01-741-11008.0/L-2151/TTF-256F Single wlSidelites Glazed Sidelites OXO/OX/XO O/S Glazed Door 5'4"x 6'8" 40/-40 No ETC-01-741-11008.0/L-215I=F255F Single w/Sidelites IGlazed Sidelites OXXO 1/S Glazed Door 8'4" x 6'8" 40/40 No ETC-0I-741-11008.0/L-2151,971:-256F Double w/Sidelites Glazed Sidelites i Standard Aluminum Astragal OXXO O/S Glazed Door 8'4" x 6'8" 40/40 No ETC-01 -741-11008.0/L-215 I /TTF255F Double wlSidelites Glazed Sidelites Standard Aluminum Astragal OXXO 1/S Glazed Door 8'4" x 6'8" 47/47 No ETC-0I-741-11008.0/L-215I/TI"F-256F Double wlSidelites Glazed Sidelites I Coastal Aluminum Astragal OXXO O/S Glazed Door 8' 4" x 6'8" 47/47 No ETC-01-741-1 1008.0/L-2151IITF255F Double wlSidelites Glazed Sidelites 1 I Coastal Aluminum Astragal National Accreditation & Management Institute, Inc./4794 George Washington "I y/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005331-R5 108 Mutzfeld Road Certification Date: 10/152003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic/Smooth Star Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Series Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E331/TAS202 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document, The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within wt a XAV,- !-„-.r:r—A o-..a..-. t ;rs.,... VA t fU. i1 a.+*A—tinn Dr— is or —AitoA hv'rha Amor—n N tinnal Rtand Ardc lnctitnte lANMY Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Outswing Op a ice size Pos/Neg Rated Comments X 1/S Opaque 3'0" x 6'8" 67/-67 No ETC-01-741-10702.0/L-2096II7F252F Single X O/S Opaque 3'0"x 6'8" 67/-67 No ETC-01-741-10702.0/L-2096=F251F Single XX i/S Opaque 610" x 6'8" 40/-40 No ETC-01-741-10702.0/L-2096/TTF252F Double Standard Aluminum Astra al XX O/S Opaque 610" x 6'8" 40/40 No ETC-01-741-10702.0/L-2096/77F251F Double Standard Aluminum Astragal XX US Opaque 6'0" x 6'8" 551-55 No ETC-0 1 -74 1 -11 008.0/L-215 I =F252F Double I Coastal Aluminum Astra al XX O/S Opaque 6'0"x 6'8" 55/-55 No ETC-01-741-11008.0/L-215I=F25IF Double Coastal Aluminum Astragal OXOIOX/XO I/S Opaque Door 5'4" x 6'8" 40/40 No ETC-01-741-11008.0/L-2151/TTF252F Single w/Sidelites Glazed Sidelites OXO/OX/XO O/S Opaque Door 5'4" x 6'8" 40/-40 No ETC-0 1-741-11008.0/L-215 I =F251 F Single wlSidelites Glazed Sidelites OXXO 1/S Opaque Door 8'4" x 6'8" 40/40 No ETC-01-741-11008.0/L-2151TTTF252F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO O/S Opaque Door 8'4" x 6'8" 40/-40 No ETC-01-741-11008.0/L-2151/17F251 F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO IS Opaque Door 8'4" x 6'8" 55/-55 No ETC-01-741-11008.0/L-21SInTF252F i Double w/Sidelites Glazed Sidelites I I I ICoastal Aluminum Astragal OXXO O/S Opaque Door 8'4" x 6'8" 551-55 NoI ETC-01-741-11008.0/L-2151=251 F Double w/Sidelites Glazed Sidelites I I Coastal Aluminum Astragal National Accreditation ManaQement Institute. Inc./4794 George Washington MemoriaYHjxh ay/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: E 1111 Eu 111MIRNA1 THERMA TRU DOORS 1 *,8 J++DugTRi On., E00C-, 0" 43S I? Smooth -Star" and "Benchmark by Therma-Tru" 6*8'SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W1 & WIOUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes J. This product anchoring droving has been developed in compliance with the 51h Edition 2014) Roddo Building Code JFBC) excluding the "Nigh Velocity Hurricane ZoW, See the Ceflikotion Agency Certificate for sees, specifications and ratings. 2. Product anchors shall be as Wed and spaced as shown on details. Anchor embedment to base material shag be beyond wall dressing, stucco, foam, brick and other wall r, 105, 50'MAX. OVERALL FRAME WIDTH I 4 5 lip I Y 2 Y 3 4 Y 5 ) 6 DOLIXE W1 SIDELITES OXXO MAX DESIGN PRESSURE 55. 0 -55.0 3 7 —10' MAX. coverings. OVERALL 3. Wood screws sholl be installed following installation instructions of ANSI/AF&PA NDS 2012. WIDTH All other fastener types to be installed following fastener manufactures Installation Y T 4, fastener embedment depths, edge distances and center -center distances shot be as but in instance they be less than shown in 1 4 I specified by the fosterer rrionvfoctLfer no shall 5 ithis drawing. 09 5. Where shims are used, they mist be o"rigid / stiff material that compFes With the requirements of ihe FOC. 25 6. Positive and negative design pressure reqi'rements for use with this drawing shall be determined by others for specific jobsin occorcloncewith the governing code. 7. Site conditions not covered by this drawing are subject to further engineering analysis. TABU Of CONTENTS SHEET* MCRMM I Typical elevations, deli pressures & general notes 2 Suck anchoring 3 Fromen; n 4 frameOrabitof riicteriols 5 Horizontal & vertical CIOSS sections 6 veftol cross sections SINGLE X MAX DESIGN PRESSURE 67.0 - 67.0 68,57 MAX. OVERALL WIDTH IQ SINGLE W1 SIDELITES 0X0 MAX DESIGN PRESSURE 40.0 40,0 74-V MAX. OVERALL WIDTH 1 2 COUEILE XX MAX DESIGN PRESSURE 55.0 - 55.0 LOCK HARDWAM MFG A SEM OVIKSMUGNAME SERIES IATCH KW=ErSnXAn1XE SERIES 7W DUMW S3jV MAX OVERALL WIDTH SINGLE W1SjaEigE ox ax- 212IZ1 MAX DESIGN PRESSURE $CALF N. T.S. 40.0 - 40.0 vor, UY.- JK C l a` Lf'E 09-n4 " as FL-15225, 5- fuiru _1 OF -1 NNO N 4- 4- 44 MULLION MULLION MAPENSON,'Y-7 OiNG TY HEAD MASONRY_ 7-_ OPENING 4 11 SHOWN FOR Typ REFERENCE 4 MASONRY - 7,-, OPENING 4 11 Typ 11 SHOWN FOR REFERENCE 0 - Z* fj Z0i JAMBS HEAD HEAD JAMBS JAMBS ai 6 2X BLICK 2X BUCK 2X SUCK I x-/ vgti 1 MULLION -1 SHOWN FOR L; 6 6REFERENCE5ING! E W/SiDF-LJTF SINGLE WSil),-IJTES Cc Q W i2 laUf, KANCHORINGaQCHQRNBUCKANCHORING04 4- j 4- 4' 4- J. MULLION MASONRY SHOWN FOR MULL! ON T OPENING TYP H HEAD Typ. REFERENCE SHOWN FORD JAMBS ASTRAGAL HEAD REFERENCE :1 I SHOWN FORJAMBS1, Z)( bvck fr4m S.G. 2 a55. 2X BUCK -/.- REFERENCE 2X-) 4 SUCK 1 # x --N. CONCRM ANCHOR NQMS: cl: 1, con- t to =xha loco6am at the comes moy be cl3{usfed to rrto Jar the mm edge doance to mortorp;n1s, ASTRAGAL hor locafio noted as'MAX. ON CENTER' Mull t>-- aCqU$ted to 11 SHOWN FOR 1 Cr 6 11 REFERENCE 11 fcm themin, edge dIsfmja ce to m000ntLockgr4nc;ll corcmfe orchw o may be requred 10 orUt" Me %tAX ON CENJER dir are 001 "C&Oded 3, Concete wct* f fc;tA&: ANCROR ANCnO* butt AW CLEAUNCE 10 MASONRY AM ttEAR4NCE TO AAACEW 11 Ti(ff WE EMBEOMW EDGE ANCHOR TA Ow PCON 114- 1- 1/4* 7 DOUBLE W/aID 7 BUCK ANCHORING MASONRY OPENING 2QCK ANCHQRIN,- eLco 114" 1- 114, Y r ULTRACON 1 N. T. S. xv `mot BY: JK ee LFS 15225, 5-68 2 CF 6 7 -- 1 3 7"! MULLION ati SHOWN FOR REFERENCE A W/2X SUCK INSTALLATION W17X BUCK INSTALLATION 6 TYP HEAD & JAMBS 15 4 12 C- "D" *E' ZEW--:= j ,ODRW rf ITFS IN PAIRS n3 T'YP. TYP I 3' 111711 -- TT! Si W 10 CL C5 IV SEE n DETAIL n O fZAll T- r, 1,E-w—Xi=X_* VIEW SHO^ W/ wricx COMAG.-,w FASTENERS" MDW IN 07P. AU SoevrE rD DOOR AWD com"IONS) SIDELITE NOTES: 1. The sidefite is direct set Into the iamb with (12j #8 x Z'pth. wood screws. There are (4) at each vertical Irma, from the top down at 13,5', 3) ", 48.5' & 66", There are (2) at the header at 4" from the outside comers of the frame. There are f2) of the sX4" from the outside corners. 2. For optional s4defite constriction %ofth staples, sidelite, is direct set into the jamb With (4) 71,6'. X 1- 3l,' 16 ga. staples along each jamb (6* from ends; and equally spared thereafter). CONCRETE ANCHOR NOTES; 1. Concrete anchor locations at the comets may be oclusted to maintain the mim edge distance to morfarjoints. 2. Concrete anchor locations noted as 'MAX. ON CENTER" must be adjusted to maintain the rnn, edge distance to mortarjoints, additional concrete anchors may be required to ensure the'MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLURANCIF MN. CLEARANCE TYPE Sa EMBEDMENT TO MASONRY TO ADIACW EDGE ANCHOR rTw TAPCON* 1/ 4- 1-114. 2" TTW a TAPCON3/14' 7' 7" MULLION SHOWN FOR REFERENCE X SUCK INSTALLATION X BUCK INSTALLATION vt HEAD & JAMn In k- SEE DETAIL L a ' A' frTi j 4 zW W/2X SUCK 0 - z N 1ION STALLA" 5 D W/ I X SUCK If T INSTALLATION0 P H. TYP, HEAD z JAMBS n, 6SEE DETAIL I D, " A' a- 'A' SINGLE DOOR WISIDELTE SINGLE DOOR VIEW W/ 2X SUCK..2 INSTALLATION W/ IX BLICK INSTALLATION DETAIL ' f W/ 2X 911f, 2 8 WSTLITW/ Ix BUCK INSTALLATION 12 1 4 sv L, 21211'2 LE N.T.S. i. ar JK LFS 15225, 5-53 V 3 OF 4kIN P3O, c " A' C" 1*- 7 PAIRS 4-4 3- 3- TYR 3' 7' 4 r ZeTAILSEENOTE3W12XBUCK * A -T SEES-IEET, 3 --SEE DETA L 3 W/2-" iNSTALLATION INSTA-JA'TlO1 WIIX BUCK INSTALLATIOI, W/IX BUCK TYP. HEAD ASTRAGAL- TALLATION 4 ASTRAGALJI MULLQN HEAD 5 6 gI & ;AMBS SHOWN FOR 4. SHOWN FOR 9 SHCWN FOR REFERENCE I JAMBS REFERENCE REFERENCE ONLY ONLY A \Mj Z U :JATJG1 j SEE —Jb DETAIL -4- is SEE Via" in 4. DETAh- 59 j 12 5 6 12 E' A' aouB E DOOR wlsiDELITES DOUBLE, 0010 m SHO" W/ cpnopm CORRwIfTo FASTEW-RS, fT I (,. XtSTEUTE70DOOR19 W/2X BUCK INSTALLATION W/IX BUCKINSTALLATION5 W12X BUCK 3 Iteml DESCRIPTION Material INSTALLATION 7-107T-2---172—PFH WOOD SCREW STEEL j0 0 10 X 1-314- PrH WOOD SCREW STEEL W/1X BUCK 11 I C 10 X 1 PFH WOOD SCREW STEEL X-TALk=1 ;NSTALLATION 10 WOOD SCREW (Minc-STEEL L w ---ffE—a70x2- LG. PFH WOOD SCREW 3 8 2 LC. PFH WOO SCREW STEEL A 7/4 x 2-314 PFH ELCO OR ITW CONCRETE SCREW STEEL f ATTACH ASTRAGAL THROW BOLT 4_ X -1141 11T" _ 3 PFH COr 4 TTW PFH CONCRETE SCREW STEEL., STRIKE PLATE To FRAME4x1-3 AS SHOWN. ETE SCREW STEEL94' x 3-314 iTW PFH CONCR CONCRETE SCREW STEEL 2 714' x 3-114' fTW PFH CONCRETE SCREW STEEL 13 MASONRY - 3000 PSI MIN, CONCRETE CONFORMING TO ACi CONCRETE i,301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 f15 ' 1/4" X 2 -1 Z4 * PFH (TW CONCRETE SCREW TEL- 20 :HFADER )AMR (SUGAR PINE, 5C >= 0.34) 1 WOO() QETAIL RIF BY, JX 0 15225.5-881. 4 or 6 1n of 13 . . VAS•. tO'-" $wn r 13 v v# X BUCKcl Z M, ti 1, K p z 3a N 1 3 Zz Q 2X BUCK X a w INTERIOR EXTERIOR g INTERIOR EXTERIOR c z INTERIOR EXTERIOR > T HEAD JAMB 2 HEAD JAMB 3 HEAD JAMB T j To wood tome z 0 inswng shown i o St Civ* 1 0 z 4 U I 4` o 03 i 2X BUCK £ f j INTERIOR INTERIOR E cs A z I J3 I i 3 i EXTERIOR EXTERIOR i PACSSCsM SE "L—i F 135" WN. ; 3 EM& 2. u Erns. rrf. x 2/2 a 2 z rr, r s. ° J Ws&, 8r: Jt{ a 4 MUCAL SIDE JAMB 5 YEVKAL SIDE JAMB ram, s, LFS 5 TO Z, uz-wa \"v To .0 a L- 75225.5-58 n 5 cS qp q f INTERIOR EXTERIOR 8 "' INTERIOR EXTERIOR EXTERIOR INTERIORzip 20 n. z z 13 T3 21 C 12 V 13 o GUNr 1 VERi'iCAL CROSS SECT70N 2 VERTICAL CROSS SEC7iON 3 VVMCAL CROSS SECnCW d ftv*V conWoio b ovt —v c-&g—llon IQ,I r r IcnINTfRiflREXTERIOREXTERIORINTERIOREXTERIORINTERIOR td n z e s 0z 4 VERDCAL CROSS SfCTiON 5 VERTICAL CROSS SECTK3AJ d VERMAL CROSS SECTION 2 ; t 2 dswvascoc ficxatcx d d 00zv SCALF m M-LCT, 5,- aim THERMA TRU DOORS 1 IS ;NQU-1— Ow.. EooL4T aft 43517 Smooth -Star" and "Benchmark by Therma-Tru" B'0' SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ & WIOUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes 1(Li.S(T'MAX. OVERALL FRAME WIDTH----- I 2 3 o 4 S 3 eisx Z ZIA r r_ t. This product anchoring drawing has been developed in compliance with the 5th Edition 2014) Florida Guiding Code (FGC) excluding the "High Verity Hurricane Zone'. See the Certification Agency Certificate for sizes, specifications and ratings. 2. Product anchors shot be as listed and spaced as shown on details. Anchor embedment m base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be instolled folowing fnsfallation instructions of ANSI/AF&PA NDS 2012. Ai other fastener types to be installed following fastener manufacturers installation instructions, 4. Fastener embedment depths, edge distances and center -center distances shot be as specified by the fastener manufacturer out in no instcnce shot they be less thon shown in this drawing. 5. Where shims are used, they must be a "rigid I stiff" material that complies with the requirements of the FGC. 6. Positive and negative design pressure requirements for use with tt'is drawing shall be determined by others for speck jobs in accordance with the governing code. 7. Site conditions not covered by this crowing ore subject to further engineering oncysis. TAME Of CONIFtM SHEEr i DESCRtP"ON 1 Typical elevations, design prezures & genera! notes 2 Buck onchoring 3 Fame 4 Frome onchoring & t A of materials 5 Horizontal & vertical cross sections 6 Vertical crow seclbns I 68 SLY MAX. OVERALL WIDTH t 2 3 4=71 it i 1 it ti II a1 .i si DOUBLE W/SIDELriES OXXO SfNGLE W/SIDEUTES OXO MAX DESIGN PRESSURE LOCK HARDWARE Mrsa$EM MAX DESIGN PRESSURE 47A -47.0 RwtRSETsrGNATuI sERrEs uTcn 40.0 40.0 KWTKSE7'SIGNATUR£ SEW 7M1 DEADaatT 37.50-MAX. OVERALL YYt2 3 5 5 74-0" MAX. OVERALL WIDTH t 2 3 5 5 5 7 53 W MAX' O';ERALL2WFDTH3 5 5 5 SINGLE X MAX DESIGN PRESSURE 67.0 -67.0 r, r D -t-; a---' p P 8 S 6 DOUBLE XX MAX DESIGN PRESSURE 47.0 -47.0 11 it 11 J 1 it : 3i ar Sim -,LE W/SiDEUTE Ox aa.. a,. LFS MAX DESIGN PRESSURE 0PAW4 14W 40.0 -40.0 FL- T 5225;5- s„cc t MASONRY OPENING TYP. HEAD JAMBS 2X BUCK -/I SINGLE QQQR BUCK ANCHORING I; 4 . I I 1 4 4' y MASONRY I SHOWN FOR MASONRY 4 OPENING - 7 T.P. REFERENCE 7 OPENING TY HEAP l I HEAD 4 JAMBS JAMBS lI 2X BUCK -/ C5 MULLION SHOWN FOR REFERENCE 2X BUCK -/ SINGLE W/SIDEUTE SINGLE W/SIDEUTES BUCK ANCHORING BUCK ANCHORING 4' pi 6;g 11 ncj -.' Z X L X . X. Dsn 6 C5 4- 8- MASONRY MULLION I I SHOWN FOR MULLION OPENING TYP. HEAD A i TYP. 11 REFERENCE SHOWN FOR IE JAMBS "J; ASTRAGAL HEAD REFERENCE Si SHOWN FOR JAMBS REFERENCEI NOTES. 2X BJCK 1, 2X bvck ffin S.G. 2! 055. jjl I i S11 ASTRAGAL CONCRETE ANCriO NOTES: 2X— SHOWN FOR Co,,_rete onct*r Socations at Pwt comers may Oe adjusted to mantas the f7in, BU C K REFERENCE edge dWorce to nlorfs jorIM MAX. 2 concrete anchor iocatbns noted as ONCENTER" must be ocusled to mantoin the mh edge distance to mcxtar joints, odditiond concrete oncho`3 may be required to ensue ov MAX, ON CENTERdorstor are not exceeded. 3. Concrete anchor table: ANCHOR ANCHHOR MK MfN. CLEARANCE hilk CLI50ANCE TYPE TOMAIIONAY TO AOJACENT EDGE ANCHOR FW 2' Ar TAPCON IF= 1/ 4* ULTRACON8 poL)BlE W/Slf),- JF MASONRY OPENING BJCKANCHORING i Kf' N. T. S. LFS FL- 75225,5- 80 SKF 2 OF 6 V MULLION 14 SHOWN FOR #14 X REFERENCE A 11/2X SUCK INSTALI.ATION n 7 6 W/IX BUCKiNSTALLAOON TYP HEAD& JAMBS i V, ISE z T SEE 5 EE DETAIL NOTE 16 SEE DETAIL 5 4- 12V, VIEW 5N-Or rKQR WISIDFLITE SiDEUTEIHARWDARE NOTES: pC "D' "A' a, Al A' az Ib10 S Y% CK ION OCK SEE 10N DETA t D & a' W virw 'B'- -F? lzmri P 1)nOp 1. The sidelite is direct set into the jamb with 112) #8 x 2"pfh. wood screws. There are (4) of each erfIcaf jamb, from the top down at 115", 3; *, 48,5"& 66". There are 12) at the header at 4" from the outside comers of the frame. There are 12) of the 0, 4" from the outside comers. 2. For optional sidefite construction with staples, s4defite is direct set into the jamb with (6) 7116* X 1 -314" 36 go, staples along each jamb 16" from ends and equc*y spaced thereafter). 3. Latch, deqdboNt and tinge locations vary. See Certification Agency Certificate and corresponding test reports for specific dmensx:ins and design pressure rald)gs, CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. DETAIL "4 edge distance to mortcrjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the rrin, edge distance to mortar joints, cddifionof concrete anchors may be required to ensure the 'MAX. ON CENTER"dim"on ore not exceeded. A A 3. Concrete anchor table: ANCHOR ANCHOR WIN. MIN,CLEARANCE MIN, CLEARANCE TO MASONRY TO ADJACENT TYPE SW EMSWMENT EDGE ANCHOR 0A OAt1w 1/C 1-114- 21 4" 7 TAjAPCON- vTW TAPCON 0 3/16" 1.114- 3" I-Irr DETAIL VqLA -A"-A' DETAIL @10 q —L) 2EaL sks 2121112 XALE N,-?,S, YG, a,- jK F1-15225,5-80 C' 7 4 3 i it ii71F - SEE CETAjL "3' Itl SEE NOTE SHEET 3 MULLi ON SHOWN FOR REFERENCE T SHOWN FOR REFERENCE — ONLYONLY 12 DOU&E DOOR WIS;DELITE 11/2x sUct sTALLATIC W/IX auc INSTALLATjO TYF, HEAD JAMBS SEE DETAIL A' 4 TA "T211 —11 SEE DE ATI,N W/"x sucx < WSTALLATIGN TYR. HEAD & m 0 ASTRAGAL -A SHOWN FOR REFERENCE 2f ONLY K 16 5 < A - VIEW -E--:E DOUBLE DOOR VL V A' -'A" W/ OPT"MW OrD FASMWJOM OU IM MV M soarT 70 D" a4 m cor CcTols) 0 DETAIL "4 DETAIL '3' ATTACH ASTRAGAL THROW BOLT STRIKE PLATE To ERAAAE AS SHOWk Q_ ,Al_ ra z 5 2 21 ;2 3 JK tX SUCK INTERIOR r'. 41tli I r .. j1 m O C to m ui I EXTERIOR I u r h 2x BUCK z W 5 A ni O Z INTERIOR EXTERIOR INTERIOR EXTERIOR u 1 HEAD JAMSv S To tx wbck HEAD JAMS 3 HEAD IAMB m a qshpwn C 5 Tons st I. 2x s t—bvck ftwuig )own y 0 BUCK INTERIOR 4711.15"MIN. EXTERIOR KM $PACE t 2S WN. EMS. EMB. IYP. r4-*i VERTICAL SIDE JAMB kw*ingshown ac EXTERIOR 0.1 S" brit. C {"— -SNK 0.25" MAX. SHM SPACE EMS 5 VEVXX SIDE JAMB S To wood s *vm 3 fl 2 2tjt2 ay.. JK ar LFS w.. FL- t 5225.5-80 s-r 5 cr B INTERIOR EXTERIORINTERIOREXTERIOR za Z .6 1VWWAL!QROSS SEC77ON twwvv confQ=tlon 4 1 VERTICAL CROSS SECTION pan ONNI.— 4( INTERIOR EXTERIOR EXTERIOR INTERIOR I c z 13 21 12 13) 2 VERnCAL CROSS r3 VERTICAL CROSS SECTION EXTERIOR INTERIOR 5 VERTICAL CROSS SECTION 4>' t-V cww-omEXTERIOR INTERIOR za VERTICAL CROSS SECTION Out, g con N.I.S. FL- 75225.5-80 err 6 -a'6 105,50" MAX, OVERALL FRAME WIDTH OVERALLWIDTHTHERMAITRU THERMA TRU DOORS 7 1B r>A.. £DOCR40ft, 0+ 435I? f 1 f yi a1NAiJiTgll.l a 3a aY to 3} y# sa a y if W isa t i la a i 3 1 t sa as 3 as f3 i iy as is ra as i al t 1 to fa at is a. fr 171, a 6'8" SINGLE & DOUBLE OPAQUE OR GLAZED DOORS WJ & W/OUT SIDELITES OUTSWING r at ai II Ii as ai as as 4 3 1r i_A t 1 1a ii ar fi DIRECT TO MASONRY INSTALLATION 3 3 4 a aass DowrExus v saxxo VnGaW7Soam0xo MAX DESIGN PRESSURE MAX DESIGN PRESSURE 55.0 -55.0 55.0 -55.0 General Notes I . This product anchoring throwing has been developed in compliance with the Sth Edition 2014) florido building Code (F6C) excluding the "High Veiocfty Hurricane Zone". See the Cef ficotion Agency Cerfifrcate for sizes, specifications and ratings. 2. Product anchors sh,jfl be as Wed and spaced as shown on details. Anchor embedment to base material sholi be beyond wag dressing, stucco, foam, brick and other wag coverings. 3. Fastener embedment depths, edge distances and center -center distances shag be as specified by the Fastener manufacturer but in no instance shot they be less than shown in this drawing. 4. Where shims are used, they must be a "rigid I sfiff material fnat complies with the requirements of the F6C. 5. Positive and negative design pressure requirements for use with this dravrng shoii be detemsined by otters for specific jobs in accordance with the governing code. b. Site conditions not covered by this drawing are subject to further engineering analysis. TABLE OFCOHMM SHEET# DUCRIP1iON i Typical eievotiDru, d pressures b rot notes 2 Ho ntd crap om IR3 ' V0600t cross MOSOW 1 Framearictioifrs9 5 Frame onctIodna & bR of materiels 37S0- MAX. OVERALL WITH 1 2 3 3 5_ i 1 S2 OT 2 2 w bNGrE x MAX DESIGN PRESSURE swo soa. +55.0 -55.0 65. 0 -65.0 74- W MAX. OVERALL WIDTH i 1 3 D O ri E Eam 3 N a an o 0 3a < v _ 530 Mali. OVERALL WIDTH 1 3 3 DOUNU xx sm4a WJsmTIDE ox MAX DESIGN PRESSURE MAX DESIGN PRESSURE 55. 0 -55.0 +55.0 -55.0 IOCx NARDW1ERE$ AWVG A SEISES J(:= ff 3*M$WE$ LATCH XWMET SIGNATURE O DFADSW Jlu z n 4 s' ux - 2121112 WALf N.T.S, rc, sr: JK s xus. m: LFS 3 iRwUPC ai0 n FL- 15225-66M c ia+ EET 7 Ar 5 a G HORIZONTAL CROSS SECTION a-q Jr 0,;-t 717, 4W" INTERIOR EXTERIOR 2 HORIZONTAL 'CROSS SECTION Ou/16hwk)gonbconf9scion 6-?- 3 -1, HORIZONTAL CROSS SECTION 40 9-lUl 6' INTERIOR P] EXTERIOR J7 L CROSS SEC77ON Y-, 5;1 561M121 INTERIOR N"", 4 - I EXTERIOR HORtZONTAt!9&0SS SECTION' t11 "'g fgurotb" 46C 9C Ir 0Oz C, Q I OZ F L- 15225-58M wr -- L c - , anc 1 S MAX. EXTERIOR WA INTERIOR VERMAL CROSS SECTION 1,31 MAX 1,25' --- 1 EXTERIOR FO INTERIOR4(A VERTICALCROSS SECnON EXTERIOR INTERIOR N z 12 3 MIICAL CROSS SE(MON 3 Oh-;,v c,-,rqa- EXTERIOR ow tl INTERIOR VERDCAL CROSS SECTION EXTERIOR t EXTERIOR 4VERTICAL CROSS SECTION 3 OA-lrg z ovzo 1 fill% INTERIOR n fm O c. 5 Ib cc C> INTERIOR VERTICAL CROSS SECTION o,, u-v C.Wg..bo" mkL- w 61LFS 77 "25 F1 1525-68M .5 3 5 C V1, 177' i 3r 67' 3' T T 13—Ir HEAD C Typ- 10 HEADDt,4116"HiEAD iYP, @ HEADy1pl, 1119116"HEAD 0/1CHEAD Z 2 MULJON MwON SHOWN FOR SHOWN FOR REFERENCE 4 Lj REFERENCE q JAN% Typ. @ AMBS TYF 4 JAMBS 16"JAMB 4-91167 JAMB44/ CL SEE 16 16 DETAIL SEE 3 SEE 1' 4 DETAIL "4' 12 DFrAJL712) I VIEW -C-.-C- SINGLE DOOR WISIDEUTES VIEW "r-"E" VJEW"D!-"D" SINGLE DOOR W fS1DEL1iF VIEW"B'-"S' CONCRETE ANC -Of rQn 1. CQrrj&j& anchor tacofaM at the comer; may be ac"ted to maintain the Nn. edge distance to molar joints. 2. Concrete ar)&,or;occwm noted as MAX.ON CENITER"mtat be ocµhnted to maintain the min, edge distance to triorforJoinis, ochcftionai concrete ancbors T'oy be requred to ensure the MAX. ON CENTEJR-dsmenson are not exceeded. 3. Concrete anchor toDle: NCfJOR MKMIN. CLEARANCE 4* Ct"RANCE IYPE lA E ANCHOR lb MASONRY EDGETO ADJACEM ANCHOR, M. 14 1114" ELCO , 114- 1-114' utTRACON311C 1.1/r AS SHOWN I AS SHOWN TAlCONoLIDIEUTE NOTES I, The sidelite is direct set into the jamb with ()2) #8 x 7 Pfh, wood screws. There are 14) at each vertcaljomb, from the top down of 13S. 31", 48.S'6 66, There ore f2) at the header ot4" from the outside comers of the frame. There are 12) at the sX, 4'from. the ovWde corners. 6- ct 8ct t1w ZEHEADH a0 z 7 1 . Q 5o2 HEAD Am$— z t Z 1 IX AIMBS SEE DETAL 11SINGLE DOOR VJEW" A-" A" 26 24 DETAIL *1" DETAIL T t andor 27 DETAIL" 4" DETAIL' S* DETAIL"T FeC-u—nty 21112 z ZALL, N. T.S. Z W --TK- VIEW"C%"C" 3- 17 i — - 3 ffi SfE DETAVI r TYP. @ HEAD k9jl6-HEAD ASTRAGALMULLJON SHOWN FOR E SHOWN FOR REFERENCE REFERENCE ONLY pqq#!tDOOR W-[SIDEUfES S& O; m 00 SEE DETAIL -6- n.. Z D 4-W16-HEAD T f, 2 z 0 'YP10=7 fS c*w 0 5 SHOWN FOR 6- 9/16"JAMB m 0. o' Lo 7 REFERENCE 4- 91'6'JAMB 9TY?.*JAM8S r JJ TYP, 4 JAMBS ONLY 36-9/16'"S R TFi — !14-9/16- JAMS SEE DEIA& SEE — 7- DOAIL' S' A' VIEW" F-7 DOUBLE DOOR VIEW"A*-"A" BILL OF MATERIALS MATERIAL C 1/4'MAX. SHIM SPACE b 114" X 2-3/4'ELCO OR ITW PFH CONCRETE SCREW STEEL E MASONRY ' 30M PSI NUN, CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO AS7M C9'0 CONCRETE F 1/4x 2-1 /1" ELCO OR ITW PF+i CONCRETE SCREW STEEL G 3116- X 2-3/4' ITW PFH CONCRETE SCREW STEEL H 3116'x 2-114'FTW PFH CONCRETE SCkFW MEL 5 1 14'x 1-314" ELCO OR TTW Pfii CONCRETE SCREW STEEL 3/ 16'x 3-1/4"TTW PFH CONCRETE SCREW STEEL 12 114'x 3-1/4ELCO OR ITW PFH CONCRETE SCREW STEEL 16 114"X 2-114"PFH fTW CONCRETE SCREW STEEL 24 9 X 314" PFH WS STEEL 26 9 X I' PFH WS STEEL 27_ 10 X 1-314- PFH WOOD SCREW STEEL ci 0 27 DETAIL"6' ATTACH ASTRAGAL THROW BOLT STRXE PLATE TO FRAME 26 AS SHOWN. 24 DETAIL W N Alq26 ow- 2127112 24LE: DETAIL ' I" 04K & DA- ANG FL- 15225-68m ver 5 Of 5 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P,O. Box 230 Valriro, FL 33595 Phonc 813,659.9197 Florida Board or professional EngincersCenificate Of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therms Tru Corporation Smooth -Star" and "Benchmark by Therma-Tru" Exterior Swinging 118 Industrial Dr 6'8 Single & Double Opaque or Glazed Panels w/ & w/o Sidelites Doors Exterior Door Edgerton, ON 43517 Inswing I Outswing Assemblies I- Phone 419.298.1740 Insulated Fiber lass Door with Wood Frames Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation, based on Rule Chapter No. 61G20-3, Method 1A of the State of Florida Product Approval, Dept. of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product anchoring has been developed in compliance with the Sth Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes, specifications and design pressure ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be Installed following installations Instructions of ANSI AF&PA NDS 2012. All other fastener types to be installed following fastener manufacturer's installation instructions. 4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but in no instance shall they be less than shown in drawing FL-15225.5-68. 5. Where shims are used, they must be a 'rigid / stiff" material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with drawing FLA 5225.5-68 shall be determined by others for specific jobs in accordance with the governing code. T Site conditions that deviate from the details of drawing FL-1 5225.5-68 require further engineering analysis by a licensed engineer or registered architect, Supporting Documents. 1. ToiUm2d No, ETC-01-741-10702.0 ETC-01-741-11008.0 TEL 01460147 2, Drayi!lng No. No. FL-15225.5-68 3. CalglIlationj Anchoring Dist Standard ASTM E330-02 / TAS 202-94 ASTM E330-02 / TAS 202-94 ASTM E330-02 / E1886-02 / E 1996-02 PrAgared U RW Building Consultants, Inc. (CA #9813) PEgDars4 by RW Building Consultants, Inc, (CA #9813) Sheet 1 of 1 Tostlas UhgrAt2a §igned by ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab, Lyndon F. Schmidt, P.E. ISMW & §2gled tly Lyndon F. Schmidt, P.E. SlgpAd a Scal2d by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 21612015 R R W Building Consultants, Inc. W B Consulting and Gngincering Services for the Building industry P,O, Box 230 Valrico, FL 33593 Rion 813,659.9197 Florida Board of Professional Engineers Cenificatc of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therms Tru Corporation Smooth -Star" and "Benchmark by Themma-Tru" Exterior Swinging 118 Industrial Dr 8'0 Single & Double Opaque or Glazed Panels wil 6 wlo Sidelites Doors Exterior Door Edgerton, OH 43517 Inswing i Outswing Assemblies Phone 419.298.1740 Insulated Fiberglass Door with Wood Frames Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation, based on Rule Chapter No. 61G20-3, Method 1A of the State of Florida Product Approval, Dept. of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial Interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product anchoring has been developed in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes, specifications and design pressure ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be installed following Installations instructions of ANSI AF&PA NDS 2012. All other fastener types to be installed following fastener manufacture's Installation instructions. 4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but in no instance shall they be less than shown in drawing FL-15225.5-80. 5. Where shims are used, they must be a "rigid i stiff' material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with drawing FL-15225,"0 shall be determined by others for specific jobs in accordance with the governing code. 7. Site conditions that deviate from the details of drawing FL-15225.5-80 require further engineering analysis by a licensed engineer or registered architect. SupportIng Documents: 1. Tgs,,Rewl No. Test Standarg fir tir g Wh9mLory Signed b ETC-01-741-10593.0 ASTM E330-02 i TAS 202-94 ETC Laboratories Mark D. Passere, P.E. ETC-01-741-10703.0 ASTM E330-02 i TAS 202-94 ETC Laboratories Wendell W. Haney, P.E. NCTL 210-1940-1,2,3,4 ASTM E330-02 i TAS 202-94 NCTL Barry Portnoy, P.E. TEL 01460147 ASTM E330-02 / E1886-02 / E1996-02 Testing Evaluation Lab. Lyndon F. Schmidt, P.E. 2, Drawing No. Prepared by jg024 & Seated by No. FL-15225.5-80 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 3, Calculations Prepared by 219009algoby Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No, 43409 Sheet 1 of 1 2/6l2015 R R W Building Consultants, Inc. WConsulting and Fngincering Services for the Building Industry B P,O. Box 230 Valrico, FL 33595 Phone 813.659,9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Thermo Tru Corporation, based on Rule Chapter No. 6IG20-3, Method 1A of the State of Florida Product Approval. Dept. of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have not will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product anchoring has been devetoped In compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the *High VetWty Hurricane Zone", Sao the Certification Agency Certificate for sizes, specifications and design pressure ratings. 2. Product ancheiris shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3, Wood screws shall be installed following Installations instructions of ANSI AF&PA NO$ 2012. All other fastener types to be Installed following fastener manufaclurees installation instructions. 4, Fastener embedment depths, edge distance and center-oenter distances shall be specified by the fastener manufacture, but in no instance shall they be less than shown in drawing FL-1 5225-68M. 5. Whore shims are used, they must be a "rigid / stiff' material that complies with the requirements of the FBC. Positive and negative design pressure requirements for use with drawing FL-1 5225-68M shall be determined by others for specific jobs in accordance with the governing code, 7. Site conditions that deviate from the details of drawing FL-15225-68M require further engineering analysis by a licensed engineer or registered architect. SupporOng Documents.* 11. Teel ftgoI3 No. J21t §fAnda_rd TEL 0 1460145 ASTM E330-02 / E 1886-02 / E 199"2 ETC 01-741-11006,0 ASTM E330-02 / TAS 201, 202, 203-94 2. Drawing No. Emir" by No. No. FL-15225-68M RW Building Consultants, Inc. (CA #9813) 3. CaISMIgtiong Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) Sheet 1 of 1 Testing Lg4orgl2pt Signog by Testing Evaluation Lab. Lyndon F. Schmidt, P.E. ETC Laboratories Joseph L. Dolden, P.E. Slauld 1k §901 ki Lyndon F. Schmidt, P.E. Signeq & Seat by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 2/612015 Florida Building Code Online -SG t Page I of 3 Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitfinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Luis Roberto Lornas PE-62514 National Accreditation and Management Institute 12/31/2015 Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard Y[ AAMA/WDMA/CSA 101/l.S.2/A440 2005 1q, I of that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code Documentation from approved Evaluation or Validation Entity ,Yes No -'N/A https://www.floridabuilding.org/pr/pi-__app_dtl.aspx?param--=wGEVXQwtl)qtl 18572qvdWI... 7/20/2015 V Florida Building Code Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # Model, Number or Name 15332.1 SERIES 420 ALUMINUM SGD B.153 2--QQ (;,-EI,45Rk&DM,,PWf Method I Option D 04/30/2015 04/30/2015 05/06/2015 Description SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: Na Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS Created by Independent Third Party; Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NONIIREINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS Created by Independent Third Party: Yes 153323 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXOIREINFORCED1145-3/4"x96" Limits of Use Installation Instructions Approved for use In HVHZ. No fL=t__U_JL_Q"V_4_0&94f Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: REFER TO APPROVAL. DOCUMENT FOR DESIGN f "N-RZ-fT151z9-QV-w PRESSURE RATINGS Created by Independent Third Party: Yes 15332A SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XXIREINFORCED196"X96" Limits of Use Installation Instructions Approved for use in HVHZ: No FU5A1Z-R-Z-(LQKLQM9-A--W( Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN &15 Uk-92,-A""9,69A.01 PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" I REINFORCED I Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant, No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL. DOCUMENT FOR DESIGN PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIFS 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XXIALUMINUMSGD196"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified fly: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER 10 APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED SERIFS 420 REINFORCED ALUMINUM SGD OXO 146"x96" I IALLJMINUM SGD I I littps://www.floridabuilding.org/pr/pr "app_dtl.aspx?param---wGP"VXQwtDqtt-18572qvdWI... 7/20/2015 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other; REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS Created by Independent Third Party: Yes 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; REFER TO APPROVAL DOCUMENT FOR DESIGN FLV5J1Z_RZ_AL5_LM%W PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: Na Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN W51a_jqA —SLM"t PRESSURE RATINGS Created by Independent Third Party: Yes Ei@ gig The State of Florida Is an AA/FF0 employer. rWXWbt 2S)QZ-2QI A WAjgQLB2t" ;; eayitlydifi[14 :: 6c"51111tilty StAW1119111 :: fffbJaa_5Ld1tM1U Under Florida law, email addresses are public records, if you do not want your e-mail address released In response to a putilic,records request, do not send electronic mail to this entity. Instead, Contact the office by phone, or by tr aditional mail, It you have any que5tions, please Contact 850.487. 1395, 'PiJuSciant to SWJ60 455, 27S(1). Florida Statutes, Wood" 00bW 1, 2012, fiCbmirei; liCilinSod under Chapter 455, F.S. must provide the Department with an email address if they have one, The toral prorated finally be used for official COMMUMWIPA With the licensee. However email addresses are public record. if you do not wish to soppy a personal add", please provide itut Department with an email adruft-, which Can he made available to the public. To determine if you am a licensee under Chapter 455. F,S , please click her Product Approval Accepts: IE [a ER E xkl M https:// www. floridahuiIding.org/pr/pr_app__dtl.aspx?param -wG EV XQwt [,)qtl-1 8 5 72qvdWI... 7/20/2015 SIGNED: 1211012013 V 'Wl,,"DOWS AND 111DOCIRS LL,' S R, 1001 W, CROSW RD p SEAMS WO/W XY SOD Z 0 SIX A3- x 96" REMPOWED WaKOW ADAMER NOTS AAVTATii OF V L. 08-0050 NAL111 0\ 1-- it SERIES 4301440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING )MPACTRATING DESIGN PRESSURE RATING IMPACT RATING 35,OPSF NONE +25.01-28.8PSF NONE WITH 2V,rH2 7432'5tLL WITH 1 SEE CHARTS #1 AND #2 FOR OTHER UNITS RATINGS SEE CHARTS #3 AND #4 FOR OTHER UNITS RATINGS 2 1132" SILL 1 112"SILL ALUMINiW6j6-f5- 0-555 THICK ALUMINUM 6063 IS 05E THICK CHAR; #1 CHART#3 WITH 2 1,32'SILL WITH I 1t2'SXL WHERE VVA TER WF& TRATiON RESISTANCE 15 REQUIRED WHERE WATER INFILTRATION RESISTANCE;$ REQUIRED SEE NOTE 9 SHEET I SEE NOTE 9 SHEET I Design pressure chart (pso Fame mg'e Part) and Total Ra— VVdb k.) X0 3&0 4za 47,7 1 90.00 10&00 121,W 143,00 n) pa-r mig P N.,q PV mH — lat- 40 0 1 582 40,0 50T 40E . I 400 4420.,8ASiO4-5400 2 41 Ej$20L 400 496 40 0 42 9 eZ I 3tZ 150 1 31- art (pso frame tl right 300 X4 42.O 47.7 00 Pos 14m,00 12&00 143,00 Nog p" "'" Pas-9 -, N" ll 250 478 25.0 41 2i 04 374 25.0 34,5 2$0 452 25C 293 210 3e-2 25 0-1 32 920 2$,() AZO 250 1 37 2 25 0 33 20IWO50402501353 CHARTjr2 CHART44 WITH 2 1,32* SILL WITH I 112'SILL WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED WHERE WATER INFILTRATION RESISTANCE IS N07REGUIRED SEE NOTE 9 SHEET I SEE NOTE 9 SHEET I F- 2&0 36.0 42.0 77-6,00 47.7 iijoo Pas 1" Nay Pea N" POS Neq Pos N*9 84.0 S02 582 50 455 45$ 80.0 550 560 478 478 *3 429 394E42,O42-0 394 49 404 404 3 1 3, 1 9,-0 9 495 429 429 332 382 115,0 350 2nen pies-0 chart 4)-,;* RineP— I.W n) 9&00 106,W 1#2 00 1 14j,00 Pay I N.9 Pos Nog P.. 14.9 P.. N" D 47,8 478 41, 41,7 374 374 U 5 95 88.0— 452 452 43933D3a5236232 324 92.0 429 429 3P37237,2 332 Z32 ,6 305 JK0 407 40,7 353 353 1.4 2, 4 25.1 CHART 05 Haft S.*pw**VTOO FearsaVamhw X6 4zo 4717 i,* ghl 90. 0 100,0 12&9 W AND DcClRs I C c ARROIL.TON. TX 75306 7- o c- EP:,-S 4,30/440 XJX SGD x W -HCDUT A AFHR 4T A T79 8- 0225C A ONAAL EXTERIOR INTERIOR VERTICAL CROSS SECTION WOOD _FRAMING _6R 2-X'_BUCK INSTALLATION NOTES: I , i?VTERiOIANOEXTERIOR FIN6HES.BYOTHERS, NOT SHOWN FOP CLARITY 2 PEP METER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 EXTERIOR INTERIOR JAMS INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION n Q. A, N D 0 "ili S A N D D" 0 0 RS LL" 0AIIIIII/j/ S"s R, L 0 c ARROLL-'ON, TX 75006 p 0 OT SER ES 430/ 4A0 )(1)( ',GO 143" 96 T A fO A P T Z E i N - ---D 'N,Ti Clj RAVE dN'STALLA7iON D_77AI s 4, TA T 08-02250llj ONW 77 N7:-, -0/30/13 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES I INTERIOR AND EXTERIOR FINISHES BY OTHERS NOT SHO'M FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 A- -A JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION Q,` WINDOWS AND DOORS LLC i0l0i W. -;zosEy 0 7x 75306 FRi-ls 430/440. X;X SG-0 143 x 95 " REINI-ORCE-D WIT,,!,,)T ADAPTER FAmL- !NSTA'-LATK)14 DETAILS 088-02250 777 00 '30 3 INTERIOR Ll EXTERIOR INTERIOR 4=-11 EXTERIOR JAMB INSTALLATION DETAIL CONCRETFMASOAIRY INSTALLA TION NOTES: I,INTERIOR AND EXTE,91ORPNISHES,BY07',4ERS, NOT SHOWN FOR CLARITY. PERIMETER AND JOINT SEALANT BY OTHERS TO BEZ DESIGNED IN ACCORDANCE WITH ASTM E2112 VERTICAL CROSS SECTION CIACPETEIMASONRY INSTALLA DON INTERIOR EXTERIOR INTERIOR EXTERIOR J4 JAMB INSTALLATION DETAIL W06D FRAMING DR 2X SUCK 1NSTALLATIpN VERTICAL CROSS SECTION WOOD FRAMING -&P-Tx-BUCK 7Wi7A LLA TION NOTES I WTERiOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2, PERMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 EXTERIOR VERTICAL CROSS SECTION METAL STRUC fUSE INSTALLATION NOTES I iNTERICR AND FXTERIOR FINISHES, By OTHERS, NOT SHOWN rOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE ;KITH AS 144 E2712 INTERIOR INTERIOR EXTERIOR JAMB INSTALLATION DETAIL fA--L L TiON sw VERTICAL CROSS SECTION CO,NCRE7&MASONAY1NS iALLATIf N KM o, EXTERIOR s ° '~ JAMB INSTALLATION DETAIL CONCRETEMASONRY INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2, PEMMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 A INTERIOR s EXTERIOR HOOK STRIP INSTALLATION MASONRY10ONCRETE INTERIOR A EXTERIOR HOOK STRIP INSTALLATION 2X SUCKiWCOD FRAMING INTERIOR mif EXTERIOR HOOK STRIP INSTALLATION METAL STRUCTURE NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE 3MTI4 ASTM E2112 Ml vVINCO',lS AND DOORS LI-C iooi W. CRCs3y 4D c ARRO: -:--CN, TX 7-1006 5,-RiES A-K,14AO VX SG, 43" x 9' 'NJH,,0UT ADAt'T,-N DETAiLS 08-022tG 110/31--/13 Is"g OF L. Roberto Lomas P.E. 233 W, Main St. Engineering Evaluation Report Danville, VA 24541 Report No.: 512970A 434-688-0609 rIIornas@),IrIornaspe,corn Manufacturer: MI Windows and Doors L LC 1001 W. Crosby Road Carrollton, TX 75006 Product Line: Series 420 XIX Aluminum SGD 143" x 96" Reinforced without adapter Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 61G20-3,005 method 1 (d). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-02250 revision A, titled Series 420 XIX Aluminum SGD 143" x 96' Reinforced without adapter, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Report No.: CCLI-12-1 18 signed by Wesley Wilson Construction Consulting Laboratory International, Carrollton, TX AAMANVDMA/CSA 101/1,S.2/A440-05 Design pressure: t35.Opsf Water penetration resistance 6.Opsf 3, Report No,: C1716,03-109-47 signed by Michael D. Stremmel, P.E. Architectural Testing, Inc,, York, PA AAMAIWDMA/CSA 101/I.S.21A440-08 Design pressure: :t25.Opsf Water penetration resistance 3.76psf 4, Anchor calculations, report number 512970-1A, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: Refer to approval document. Maximum unit size: 143" x 96" Units must be glazed per ASTM E 1300-04, see installation instructions for glass options. This product is not rated to be used in the HVHZ. This product is not impact resistant and requires impact protection in wind borne debris regions. Frame material to be aluminum 6063-T5. Installation: Units must be installed in accordance with approval document, 08-02250 revision A. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued, Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). its w N Eij251 40 F • TAT40V) t is ONAI. Luis R. Lomas, P.F. FL No.: 62514 12/ 13/2013 A f Florida Building Code Online G I c1c6`01k Page lof4 lim rA BCIS Home I Log In I User Registration : Hot Topics I Submit Surcharge i Stars & Facts i Publ"bons F8C Staff $CIS Site Map j Links Search Product Approval USER: Public User AQpj0UWLVA AppliaAlon 041at FL # FL5302-R6 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Amarr Garage Doors/ En tre matic 165 Carriage Court Winston-Salem, NC 27105 336) 251-1309 danny.joyner@amarr.com Brandon Gentle brandon.genLleOamarr.com Brandon Gentle 165 Carriage Court Winston-Salem, NC 27105 336) 251-1308 brandon.gentle@amarr.com Dannyloyner Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 djoyner@amarr.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Thomas L. Shelmerdine PE-0048579 Intertek Testing Services NA Inc. - ETL/Warnock Hersey 01/01/2016 Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard XW, ASTM E 330 2002 DASMA 108 2005 1-ittps:llwww,floridabuilding.orglprlpr___app_dti,aspx?param=wGEVXQwtDquiil-7seVZMI... 7/20/2015 N Florida Building Code Online Page 2 ol'4 Documentation from approved Evaluation or Validation Entity Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # I Model, Number or Name 4 1 affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code, Yes ' No N/A K-5111-9900-ARM"I "F 5MLIR5.991 Method 1 Option D 03/30/2015 03/30/2015 03/31/2015 Description 5302.1 Stratford (M600); Heritage (M950); Dwg. IRC-6009-110-11,Thru 9'wide. I Oak Summit (M65 I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. +19.1/-22.6 Other, Design Pressure + 19.1/ -22.6, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.2 Stratford (M600); Heritage (M950); Oak Summit (M650) Dwg. IRC-6009-100-11, Thru 9'wlde. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant; No Created by Independent Third Party: Yes Design Pressure: +15.8/-18.7 Evaluation Reports Other; Design Pressure +15.8/-18.7,Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door, 5302.3 Stratford (M600); Heritage (M950); Dwg. IRC-6009-120-15,Ttiru 9'wide, I Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +22,8/-26,9 Other: Design Pressure +22.8/-26,9, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions Hof Verified By: TON SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FA53"_&k Created by Independent Third Party: Yes 5302.4 Stratford (M600); Heritage (M950); Dwg. IRC-6009-130-15, Thru 9'wide. I Oak Summit (M65 I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26,7/-31.6 Other: Design Pressure +26.7/-31.6, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302,5 Stratford (M600); Heritage (M950); Dwg. IRC-6009-140-15, Thru 9'wide. 1OakSummit (M650) Limits of Use Installation Instructions Approved for use in HVHZ; No FIAWJR§ _jLjR C.- Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: -t 31.0/-35. I Evaluation Reports ht( ps://www,floridabuilding.org/pr/pr___app_dtl,aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015 f Florida Building Code Online Page 3 of 4 Other: Design Pressure +31.0/-35.1, Not (or use in HVHZ, [],!K2 Ro JKC -OMA- - 1,5R"Qrt7 -I.Aff _IQ Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door, 5302. 6 Stratford (M600); Heritage (M950); Dwg. IRC-6009-150-15,Thru 9' wide. IOakSummit (M651 1 Limits of Use Installation Instructions Approved for use in HVHZ: No 2j-QYLW Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure; +35.6/-42.1 Evaluation Reports Other. Design Pressure + 35.6/-42, 1, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door, 5302. 7 Stratford (M600); Heritage (M950); Dwg. IRC-6009-169-15,Thru 9'wide, Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No EWQLBA_U_1RC_DM Verified By: TOM SHELMERDINE 0048579 ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure; +45.3/-51.2 Evaluation Reports Other: Design Pressure +45.3/-51.2, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302. 8 M6 )0 Stratford (M600),; Herlt.ge M 1 950) Stratford0. k ofl(M6)50) Dwg, IR I C- 6016-100-15, 10'Thru 16' wide. Summit 50) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: + 15,2/-17.2 Evaluation Reports Other, Design Pressure + 15.2/-17.2, Not for use in HVHZ. Glazing option shall not be used in wind borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement 5302. 9 Stratford (M600); Heritage (M950); Dwg. IRC-6016-110-15, 10'Thru 16' wide. IOakSummit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: -1 183/-20.8 Other: Design Pressure +18.3/-20.8, Not for use in HVHZ, Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302. 10 Stratford (M600); Heritage (M950); Dwg. IRC-6016-120-15, 10' Thru 16' wide. IOakSummit (M650) Limits of Use Approved for use in HVHZ*. No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. +21,8/-24.8 Other: Design Pressure f 21,8/-24.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions Of Verified By: IOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302. 11 Stratford (M600); Heritage (M950); Dwg, IRC-6016-130-15, 10'Thru 16' wide, IOakSummit (M651 I Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ, Yes Impact Resistant: No Design Pressure: +25.6/-29.1 Other: Design Pressure +25,6/-29. 1, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door, Installation Instructions Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302. 12 Stratford (M600); Heritage (M950); Dwg. IRC-6016-140 17, 10' T-hru 16' wide. IOakSummit (M650) https:// www.florldabuil(iiiig,org/pi°/pr_app dtl.aspx?param=wGEVXQwlDqunL7seVZMF... 7/20/2015 Florida Building Code Online Page 4 of 4 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.1/-33.8 Other: Design Pressure +30.1/-33.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions LL52QZA1kjLjffi;__ Ad Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.13 Stratford (M600); Heritage (M950); Dwg. IRC-6016-1.40-24, 10' Thru 16' wideIOakSummit (!V!650I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +29.7/-33.8 Other: Design Pressure 129.7/-33.8, Not for use in HVHZ, Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports 1k=tQdoP9 Created by Independent Third Party: Yes I5302.14 Stratford (M600); Heritage (M950); Dwg. IR6016-145-24, 10'Thru 16'wide. I C- Oak Summit (M650) I Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant, No Design Pressure: +31.91-37.2 Other, Design Pressure +31.9/-37,2, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.15 Stratford (M600); Heritage (M950); Dwg. IRC-6018-110-15, 16'2 thru IS' wide. I Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. +18.2/-20.6 Other: Design pressure + 18.2/-20.6, Not for use in HVI-IZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door, Installation Instructions Verified By: TOM SHELMERDINE 0048579 rt Created by Independent Third Party: Yes Evaluation Reports ft53Q,2,_R§_ M_tK_-§4"_JAQJ,5 Created by Independent Third Party: Yes 5302.16 Stratford (M600); Heritage (M950); Dwg. IRC-6018-120-15, 16'2 thru 18' wideIOakSummit (M65 I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure; +21.6/-24.5 Other: Design pressure +21.6/-24.5, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions Verified by: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes The State of Florida is as AA/ EEO employer. Agf,es5ihillav 8taterttant Under Florida law, email addresses are public recur0s. If you co not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity, instead, contact the office by phone or by traditional mad. It you have any questions, please contact 850,4137,1395. -P.,s.4o( to Section 45S.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address it they have one. The emalls provided may be used for official communication with the licensee, However email addresses are public record. It you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine it you are a licensee under Chapter 455, F.S., please click fttM. Product Approval Accepts: W WN ER E littps://www,floridabuilding.org/pr`/pr___app __dtl.aspx?paraiii=wGEVXQwtDquiiL7seVZMF... 7/20/2015 aW'AaE R(iLER CAARMR ATTACHED 23 L4' x i/2' A XLT 1 M., PER S. CIZT 16 CA CR RES3DENTTA TO+ RAi1R HRACKl 3' 2Cf3A STRUTS ATTACHED ATTACHED W"[ 1/4' W/ c23 SE 3lrCSCREWSNE% 1EAD SERE AF PER DRA al CACH CENTER STILE YPXAL TOP lRT9 .S_f I i s 14GA DIRASACE CENTER RMA ATTAC±[i Y/ t4) L{' x 3/{'3J{' j 2' 15 (N RESID£17I& TEA fiXT'. ATTACED Y/ NE% HPAa SYREYS EX MEAD SCREWS f ABAb?ASLs' xA1 LTRAM1DY/L4' x KITS SUIleIjjf an- D I HMES lw STRUT ATiACRENT CF STK is REDTURED# tCA. , STILE STif'FE+ .^__". 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ROOF AT ANY SLOPQ,' cw.rtwlr awn> SALra IN17 AAw MIT a sutaTANc amxnnc tuao4+s c:+Au si RSiND SAorl. + CA rz> wvE's vas . 7R WIND SPEED (OPH) 755 141 t 3 S+i 728 f22 m A casan+ uTssc.x sarme rai >t4un :aws T. EXPOSURE um_ 8 O CD D NCI - aN — DA — a -- m DAkA nou ns Si>t 11TU117 TRACK M207,NC DETAIL MEtw R'.hOP H£3psT 3O' 1-52.5' T5 35' no oia s m as •a 3 ra wm+o x ooat Aouo: N,T.S A A. TSSDE YR£Wi KTS FL E ;.acT v; ra; s+- tAisn uc OAK SUMMIT v/Dun STEAVORD w/vw*l IU A k flsx. summit p—l's a-.- 04mffl 1 m" mw US C+A5A1- IRC-K, ib-1N, Ssfi { of 3 X 2Y..A SVW L.CAICZ ON T TCP j[77 7- D. x Q sz"ION A11-9 ' 1/1' -1MEA1 =R"s-111 )CND CND AND UN -ER ST RUT AND STILE LAYELITS) tF, all 11.'fig Ili.AW) SECTM-N t37fta STILE tAYWTS) 161 .10C Dooks LESS "MN 15*6 m .S, USE S, P-n GLCK OR ci( 3zcmNS WOOL .:AMB ATTACHMENT TO STRUCTURE UI 1/2' EMBEDWATI C,r- 42 Ile E--W-V"T) TN4% ZV Or- I; V4' E-IXEMENT) ENOS "'.EN 24, aS, f2 J/e ENSCOMENT) siwsaf v4' X 0, T;-Ev CNOS. USE PAPS Or FASTENERS 13' APART,1 AT W EZ, (I Vr E""TI &V- W,L-IJ IJ4, x 2-3/4, KN`W-COW 3. SCREVS STARTINC, 6* FROM ENZS, USE PAIRS CF AS ,aKP$ (3- APART) AT IS' SIC , tl 1/4' CHRUMENT) LAGS ANi 30-TS SAN n CMWICRSM TO PkVIX A FUJS14 MO,;N7:NG SLPFACE PREPARZ JON OF 13m JAMBS By OTHERS W7- vv 2 3/1, MIN j14S, JAMB 31 WN OPTIONAL SNORT PAIL INTERMEXA7E GLAZED SECTION (STRUT 4,41, STILE LAY,-U7! SHORT PANEL GLAZING FASTENER VE7A1- LOWG PANEL GLAZM FASTENER UCIAIL Liz. 41 f: GLAZING 0P;1 "NR2&;ECTION LAM2 liTASISILTAMILE11300-04 C*Fr*mq WA4.10W FRAME OPMONAL Deno WSERTS TWTH uv mlpnoN ""TH VV PROTETION 3/12 WK SSS in I OW" or mws 1, A, .- A Nam 'NSDE PR SLCTQN 8-6 1—B 9m BUCKET 0~.*0 di AVAILABLE TRACK COWWRATZUS NT.S. MAX SIZE A. - El", 24- 3 EST LOADS .327rFPSSF4' FL 2IQarr MODEL # 00 OAK SUMWTr W, MODEL # WO SMIEPOW v/1 MODEL # 950 HERITAGE -11h Short, Long. flush & Oak Ei m amil Panel's 9M 2 OF 3 10 I TABLE 2 TABLE 3 v- MAX WE 34' HET-4T 24.8 ES7 :CADS 32.7 PSF 37.2 PSG' S tGi CAK 't4L tVJYi Y216T1V-YtEN. Kf. Z:Nb MODEL /850 OAK SUADW w/DUT*Safe V*DEL JW 54F ITORD :/DwASO- MODEL j95D FA=AGE */irwsWe Sb—t' LADS, ±imeh k Dak Summit Panda 9ff ORAiM $S @} htY ,#Jfi s J2titS'lVt4R E osaa e w I me a+ta rC-6015--12- 1 m3OF 3 STRUCTURAL SOL P.A. Structural E ng I neerIng a Invest Igat Ions * Consulting GARAGE DOOR STATIC PRESSURE TEST REPORT Garage Door No.: IRC-6016-120-15 Test Date: 11/8 2012 Project No,: 112-114 Design Pressures: 21.8 esf, -24.8 psf Report Date: 12/6/2012 Model #1600 Test Pressures: 32.7 psf, -37.2 psf Test Location: Axnarr Garage Doors, Winston-Salem, NC ASCE 7-10 Criteria: Up to 5 Feet of Door Width In Zone 5; Any Roof Slope; Enclosed Building Exp, B, 30'MRH Exp. C, 151 MRH Exp. C, 251 HN 1) E. , 15'MR=HExp. D, 25MRH 155 mph 141 mph 134 mph 1 128 rnl2h 1 122 to Witnessed By: Brandon Gentle - Amarr Garage Doors; Thomas L. Shchnerdine, PE - Structural Solutions, P.A. Descrigtion of Test SgeciLnen: A 16-0" wide x T-0" high residential steel sectional garage door, one section wide by four sections high, each section being 2" thick by 21" high 25 gauge galvanized steel sheet. Each section was reinforced with two 3" 20 gauge galvanized steel struts, except I strut on the top section. The door sections were connected together with one 14 gauge galvanized steel end hinge at each end stile and one 14 gauge galvanized steel center hinge at three interior stiles as shown on the drawing. Garage door Model 600 manufactured by Amarr Garage Doors was used in the test. The test unit is further described on Drawing IRC-6016-120-15, Manner of Testina: This test was conducted at Amarr Garage Doors in Winston-Salem, NC, which is accredited by the American Association for Laboratory Accreditation, Certificate #2595.0 1. The specimen was tested for static pressure structural performance in substantial conformance with the procedures described in DASMA 108 "Standard Method for Testing Sectional Garage Doors - Determination of Structural Performance Under Uniform Static Air Pressure Difference", and ASTM E330 "Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference". Both positive and negative pressures were tested. The specimen was installed in an enclosure measuring approximately 5' deep, 9' high, and 25' long. The enclosure was framed with shop welded structural steel square tubing and covered with 3/4" thick plywood. The door was covered with 2 mil plastic sheeting to prevent leakage of air pressure. One pressure blower was attached to the enclosure with flexible ducting to provide the positive and negative pressures. Pressure transducers connected to a computer were used to measure and record the pressures in the enclosure. Test Procedure: The specimen was subjected to the above pressures for the following durations. Positive pressure was applied on the exterior face of the door first, and then negative pressure was applied. Step 1: Preload the door to 50% of the Design Pressure and hold for 10 seconds. Step 2: Unload the door for I to 5 minutes. Step 3: Load the door to 100% of the Design Pressure and hold for 60 seconds. Step 4: Unload the door for I to 5 minutes. Step 5: Load the door to 150% of the Design Pressure (which equals 100% of the Test Pressure) and hold for 10 seconds. Step 6: Repeat I through 5 above for negative pressure. Qb5ervatioLij: No failures occurred as a result of the noted loadings, The door remained operable after both positive and negative tests. Summary: A l6'-0"x7'-0" Model 600 as described on drawing IRC-6016-120-15 meets or exceeds the testing criteria as described above. By comparison to the construction of the 16'-0"x7'-0" Model 600, the following doors also meet or exceed the above testing criteria, when constructed in accordance with drawing IRC-6016-120-15: 16' x 7' Model 950 doors (which are constructed of thicker 24 gauge steel in lieu of 25 gauge steel) 16'x 7' Model 650 doors (which have the "Oak Summit" embossment pattern in the skin) Model 600, 650 and 950 doors with widths up to 16'-0" and heights up to 14'-0" Short, Long, Flush, and Oak Summit Panels, which are alternate embossment patients in the skin 8 short panel (18-1/8" x 10-5/8") or 4 long panel (38-1/8" x 10-5/8") windows (3/32" annealed glass minimum - meets ASTM E 1300-04) may be installed in I section Submitted By: N 41" t'l o t7- It Fn. Isi1p 4 STRUCTURAL SOLUTIONS, P.A. (Florida: dba Structural Solutions of North Carolina, Inc., Fimi #29412) Thomas L. Shelmerdine, PE (NC PE #14654; Florida PE #0048579) 5921-G West Friendly Avenue a Greensboro, North Carolina 27410 a (336) 856-2686 a Fax (336) 856-2687 a NC Firm #C-1096 Florida Building Code Online Page I of 4 aDprMof 13CIS Home I Log In I Use, Registration I Hot Top" Submit Surcharge 1 Slats & FaCts Pubiications FBC StaffOCIS Site Kip links 1Search usines Irofessik- al Product Approval Public Llser gulation g > P-d-Ir or A—Iii,atI.A Sezirch > list > Application Detail FL # FL17676-R2 Application Type Revision Code Version 2014 Application Status Approved Approved by D6PR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd,com Brent Sitlinger bsitlinger@miwd.com Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Unch, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) 501114ALd AAMA/WDMA/CSA 101/l.S.2/A440 Equivalence of Product Standards Certified By Product Approval Method Method I Option A Date Submitted 12/03/2015 Date Validated 1210412015 Date Pending FBC Approval Date Approved 12/06/2015 Y-W—r 2008 littps://floi-idabuilding.org/pi•/pi-__app__dtl.aspx`?paraln-w(iE'VXQwtDgvl=C;YZsjrlf='R6fG 1... 5/26/2016 Florida Building Code Online Page 2 of 4 of Prod FL # Model, Number or Name 17676.1 7 540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ* Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35. Units must be glazed in accordance with ASTM E1300-04. 17676.2 13540 SH Limits of Use Approved for use In HVHZ-. No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-50 Other: LC-PG40. Units must be glazed in accordance with ASTM E1300-04. Description 3604 Fin Frame Certification Agency Certificate FL17676 R2 C CAC ARC 3540 Fi Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions Verified by: American Architectural Manutacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 36x84 Fin Frame Certification Agency Certificate FL17676 R2 CAC AP C 3540 Fin 36Z2_4,W Quality Assurance Contract Expiration Date 07/27/2020 Installation Instructions FLIZ676 R2 11 Install - 3540 SH Fin 36x84,pQf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.3 13540 SH 140x66 Fin Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-45 Other: R-PG35, Units must be glazed in accordance with ASTM E1300-04. 17676.4 13540 SH Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure, +40/-47 Other: R-PG40. Units must be glazed in accordance with ASTM E1300-04, 17676.5 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-47 Other: R-PG35. Units must be glazed in accordance with A5'TM E1300-04. 17676,6 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/ 30 Other: LC-PG30. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate * Quality Assurance Contract Expiration Date 08/26/2016 Installation Instructions EL.17§76 RZ_ll In -_15AQ5E Fin 40 pClf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 44x63 Fin Frame Certification Agency Certificate Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions FL17676 RLjLln_q4jjt4 FFin 44X§10 Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 44x72 Fin Frame Certification Agency Certificate F1.1767ri— k2C CAC ARC 3540 Fin 44x72.odf Quality Assurance Contract Expiration Date 08/01/2017 Installation Instructions LL176Z6 R2 H_ jajitall - 354 H Fin 44x 2. df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 44x84 Fin Frame Certification Agency Certificate EL176_7QR7_F. CAC Ae(L151_Fin 44x84.Udf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FLIZ67( a RZ 11 Install- 3540 SH Fin 44x84.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: littps://IloridabLiiId1ii(,.org/ pt-/pi-. _ap[)___dtl.zispx'?pti-aiii--w(;I,-VXQwtl)qvl-'GYZs,ji-Zl,'R61'(; 1... 5/26/2016 Florida Building Code Online Page 3 of 4 17676.7 13540 SH Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +2S/-25 Other: R-PG25. Units must be glazed in accordance with ASTM E1300-04. 17676.8 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35 17676,9 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-50 Other: LC-PG40 17676.10 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-47 Other: LC-PG35 17676,11 13540SIl Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. 1-30/-30 Other: LC-PG30 17676.12 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: R-PG35 Evaluation Reports Created by Independent Third Party: 52x84 Fin Frame Certification Agency Certificate E117 76_E2C_LAC_&Pf4 Fin Quality Assurance Contract Expiration Date 05/ 26/2020 Installation Instructions FL- 176-7- R2 11 F 17 RLJL I 5,411 - 3-4 S Hi n 5- 2x84fdl _pVerified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 36x74 Finless Frame Certification Agency Certificate EL17 Quality Assurance Contract Expiration Date 08/ 28/2017 Installation Instructions FI- 17676 R2 11 08-01252B_Z,2 f Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports ELLZ 7Q_ RZ_AE_5 4 f Created by Independent Third Party: Yes 36x84 Finless Frame Certification Agency Certificate Quality Assurance Contract Expiration Date 07/ 27/2020 Installation Instructions FL17 76 R2. I1 0 7 1 89.Qdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports F117676 R2 AE 511989 3540 FLa3Q&q4,pgj Created by Independent Third Party: Yes 44x72 Finless Frame Certification Agency Certificate FI 17676 R2 C CAC APC 3540 FLS 44x72.i)df Quality Assurance Contract Expiration Date 08/ 28/2017 Installation Instructions F L_17676 R 2 1 Verified By: Luis R. Lomas, PE PE-62514 Created by independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 48x96 Finless Frame Certification Agency Certificate ELUfiZ§_ R2- QA"gC_15 4 Quality Assurance Contract Expiration Date 08/ 28/2017 Installation Instructions IB I I d f Verified By: Luis P. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 52x62 Finless Frame Certification Agency Certificate FL17676 R2_C_S:A__Ae;,_ _J 40 FL55_kx62.pdff QualityAssuranceContract Expiration Date 0812712017 Installation Instructions f Verified Ely: Luis R. Lamas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports littps://tloridabuilcliri(,. oi-g/pr/I)r app dtl.aspx'?paraiii=w(it",VXQwtl,)clvlGYZj-Sr/1'R611(il ... 5/26/2016 Honda Building Code OnlineZD Page 4 of 4Z71 17676,13 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: R-PG30 17676.14 13540 SH Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 Other: R-PG25 17676.15 13540 SH Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ*. Yes Impact Resistant: No Design Pressure: +35/-35 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. 17676.16 13540 Triple SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. +35/-50 Other: LC-PG35, Units must be glazed in accordance with ASTM E1300-04. LL 17,F76F 15& --EjA—_—LIQ _ZZ,6_9 _pljf Created by Independent Third Party: Yes 52x72 Finless Frame Certification Agency Certificate FL676 R2 C CAC APC 3540 FLS 52x2aof Quality Assurance Contract Expiration Date 04/12/ 2017 Installation Instructions LU 7 AZR2jj_0-QZZZQAjLpdf Vprifip(i Ply- I in, R I nnnas, PF PE-62514 Created by Independent Third Party: Yes Evaluation Reports E! 7 R A A O4 f Created by Independent Third Party; Yes 52x84 Finless Frame Certification Agency Certificate Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions F! k 7Zk_ RZJJ_QQ-P 4 2 111 1 Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports EL17676 R2 AE 512141 3540 Fis 52A84j2df Created by Independent Third Party: Yes 48x72 Fin Frame Certification Agency Certificate B2 C7326.01 3540 AW I ftyj& Quality Assurance Contract Expiration Date 07/20/2016 Installation Instructions FL- 17r27ra R2 IT Install Instructs - 3540 SH FIN 48x72 (As LUIOLIJ21 Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 108x74 Fin Frame Triple CIIS Certification Agency Certificate EL17k?§ -,RCACCA-CARC 1FInj x74pdI 5,___ Quality Assurance Contract Expiration Date04/ 12/2017 Installation Instructions EL176Z6 R2 11 Install - 3540 SH CH5_fj Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: F-- Ek Eq contact Us :: 121P N rt' fund state'qL Under Florida la., email addresses are public records. If you do not want your e-mail address released in response to it public records request, do riot send electronic mail to this entity. Instead, contact the office by phone or by tradit tonal unad. If you have any questions, Ine.,, contact 850A871395. 'Pursuant to Section 4S5,27S(1), Florida Statutes, effective October I, 2017, 11C.11ces licensed mld el Chapter 45S, T,S Illulk fur — de (he Department with all email address If they have one. The emads provided may be used for official communication with the licensee. However email addresses are public record. It you do not wish to supply a personal address, pleas,, provide the Department with an email address whits can be made avallable to the, public, to det,o larne it you are a licensee under Chapter 455, F.S,, please click Product Approval A —pits: WD IWM F7D, M fittps://Iloridabuilding. org/pi-/pr_app dtl.aspxr?param- wGI'VXQwtl,,)qvl-'(iY/s.jt-/`"I-'R61'ci I — 5/26/2016 I As Validator / Operations Administrator) MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product described below is hereby approved for listing In the next issue of the AAMA Certified Produce Directory, The approval Is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTEDAAMAMOMAICSA101)].SMA440-08 LC-PG40'-9114X21134 (36X84)-H Negafive, Design Pressure = -50 psf COMPANY AND CODE CPD NO, SERIES MOQEj- & PRODUCT DESCRIPTION MAXIMUM $IZE TESTED Mt Windows & Doors, LLC 7157 3540 SH (FINLESS) PVC)(OIX)(10)(INS GO FMME 914 mm x 2134 mm SASH 867 mm x 892 mmi Code: MTL RE1NFKnLT)(ASTM) 3'0" x 7'0") 21110"x2l11") Z This Certification will expire July 27, 2020 (extended from July 27,2015 per AAMA 103-14a) and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: B1910.01-109-47 Date of Report: August 15, 2011 Date: April 16, 2015 Cc: AAMA JGS ACP-04 (Rev. 1/11) Validated for Certification h' 4-4- X(!oci led Laboratories, Inc. Authorized for Certification AmericW Architectural Manufacturers Association Kiev - kll A X, j 84- klAX 4 MAX SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40,01-50, OPSF NONE V)71--S THE pf'--c'u-c- IS DES GNE3 AND %AANLFAC-1,,__ REOIAREMENIS O THE FLORITIA iJjILCINO 2) WOOD ' 'RAIAfNG kND MASONPY ';PEN814, Bf A,,!;, PROPERLY ALL LOADS TO 'STRI-'T,Rr ;RAYiN ANC cpE 14NC, 1 '4 7H" RtSPONSIE4 14i X SUCK C&R MASON Ry/CONCRE -E iS OPII ONAL WHERE 11, ELYCK 1No- L;iSSA-tLAR MUST 8;E SErARtcE t, APPRO'VED -CA7!NG OF MEMBRANE S-7LEC- TiCN aT COATING OR IS THE REGONSs3'Li7v '-7 THE AP.CKTIECT OP ENGINEER OF RECORD 4) AL,LOWA8LE ', 3TRESS INCRjAS-E Qz 1/3 vwt T us c' vi 7-N-- -L;r-sv'I PROC'J"T SHOWN HFIREIN, WIND ,-OAC DJR,,TjCN FACTC}R 1-1- 1,E IlAS ,SFD INOOD 6ioR CALC- ULA710145, 5) FRAME VATFRiAL: EXTRUDED RIGID P`VC. 6) SASHUNITS MUST BE REINFORCED WITH STEEL PE;NFORCEMEN'T, MEETING RAILS X411ST - X RFINFORCIED R---1047-020 S7FF,, 7) UNITS MUST BE GLAZED, PEP ASTM 8) APPROVED IMPACT PRO7ECTIVE SYSTEM FOR THIS PRODJC' ',m,%p, BORNE DEBRIS PFOONS, 9) SHIM AS REOUiREO AT ZACCH JNS7,ALLATiON ANCHOR W!TH LOAD 9EA-R,'%C, SHIM WHERE SPACE OF 1/16- OR GREATE'T OCCURS. MAXIMUM ALLOWA3LI, SHim STACK TO BE 1/4-, 10) FOR ANCHORING tNTO MASONRY/CONCRE-F jSF 3/16- TAPO,14 wiTi LENGTH TO A--HIEVE A 1 1/4- MINIMUM E"'3E&AEI,47' INTO SUBSTRATE 14M-4 2 5/8- MIN"MUM EDGE CIS-,ANCF. LOCATE t"40HORS AS SHORN IN ELEVATIONS 7 iNSTALLATION DA;LS, FORANCHORINGINTO 'WOOD FRAMAG OR 2x &JCK USE #8 WOOD SCREW SUFFICIENT LENGTH TO ACHIEVE A 1 3/16" MENIMJM EIJKEDMENT -eN7,-:I SuBSTRATL LOCATE ANCHORS A,- &- iowN ;N r-,EvA--ONS A?4:) JNSTALI-A7!--,%' DETAILS. 12) ALL FASTENERS TO BE. CQRROSION Rf:SJSjAljj. 13) ;NSTALLAM-4 ANCHORS SHALL BEINSTALLED IN ACCOi4CE IVITH, ANIC-iOR M,ANUrACTURER'S !NSMLATK)N INSTRUCTIONE. AND ANCHORS SjALL NOT BE USED IN SUBSTRATES OTH STRENGTHS LESS THAN THE Mj14JMQM SPECIPtED T LOW; A. WOOP - MINIMUM SPFJWrC GRAV; TY OF G=0,4i 6. CONCRETE - MINIMUM COMPRESSiNE STRENGTH OF 3,192 PS;, C. MASONRY - STRENGTH MNFORMANICE TD ASTM C-90, GRADE IN, T'fPt- I OR GREATER). SIGNED: 1012112011 MI WINDOWS AND DOORS 650 WM MARKET STREET SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW 0 7APt; OF CONTF'NT STEEL REINFORCED, - NON-JMPACT 36" X 84 pst';. i, = ELEVATION, ANCfjORJNG LAYOUT AND NOTES -zl4lT(OlAyTe OF SIJEET NO, O DESICRI,PlION ; o,* A. ELE',IAT;ONS, ANCv`RING LAYOUTS AND NOTES8-01372 V.L.vLN, MAI. 2 - 33 'NSTAL_ATICN DETAILSNTS 10/17/ 11 1-1 OF 3 EXTERIOR MAX, SHV rl'tAD IC 6 L 5 E 7 A 8;C Oz A7'PROVEC, INTERIOR SILL -0 97 F ! N OED MAY, VERTICAL CROSS SECTION 2XBLCKIWOOD FRAMING INSTALLATION 1 3116' VIN 1/4' 44,)L EV,87-I)MENT 8 WO01) SCREW INTERIOR 2X SUCK/WOOD FRAMING BY OTHERS, 2X RUCK TO BE PROPEPLY SECURE:) EXTERIOR FLANGE -u E3Z SF- IN BED OF APPRCVED SEALAN' HORIZONTAL CROSS SECTION 2XBUCKWOOD FRAMING INSTALLATION NC,_F: NTFRl,-,R -ND FXTFRiOR FiNSH-1-S, FY 10T ;7CR MI WINDOWS AND DOORS 650 'WEST STREET GRANTZ, PAMARKET17030-0370 IN t4 $ 00SERIES3540FINLESSPVCSINGLEHUNGWINDOW STEEL REINFORCED - NON -IMPACT 36" X 84 INSTALLATION DETAILS OTATe F 08-01372 N T S IkTf 10/17/11 I-uj2 OF 3 OAW I *Rpprm) CT,-;Z` 3Ucw, TO 1 1/4V X, N BE-R01,11F, D 7' 3/116' TAPC-/"," ii BY OTHERS IATER/ OR tLjl, r v EXTERIOR INTERIOR Lj tz, EDGE UYST. OPDONAL IX EL;CX BY EXTERIOR 07HERS. IX StrK TO 97 PRCpRLY SECURZO, SEE FLANGE TO BE NOTE 3 SHEET I SE7 iN SED OF APPPCFV---:) SEA,! ANT c c HORIZONTAL CROSS SECTION MASONRYCONCRETEVSTALLATION L 70 jL NOTE: iNIEPiOR AND EXTERIOR FINISHES, BY )IHEFS, Ix DuCK, 5 NOT SHOWN FOR ',LAPJTY. ix HUCK C_ By MI WINDOWS AND DOORS ollit M/]!)", N 650WESTMARKETSTREETVERTICAL CROSS SECTION GRANTZ, PA 17030-0370 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW zr* o I STEEL REINFORCED — NON —IMPACT 36" X 84 = : ., = INSTALLATION DETAILS Q:z TATOFip...... V.L,NTS a3 10/17/11 081-3372 OF 3 I 1 "/;/'/ P10AL 0\ L. Roberto Lonias P.E. Engineering Evaluation Report 1432 Woodford Rd, Lewisville, NC 27023 Report No.: 511989 336-945-9695 rllomas@lrlomaspc.com Manufacturer: MI Windows and Doors 650 West Market Street Grantz, PA 17030-0370 Product Line; Series 3540 Finless PVC Single Hung Window-- Non -impact Compliance. The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9N-3. The product listed herein complies with requirements of the Florida Building Code. Suppofting Technical Documentation, 1. Approval document drawing number 08-01372. tilted Series 3540 Fintess PVC Single Hung Window — Non - Impact, signed and sealed by Luis Roberto Lomas P.E. 2, Test report No., 81910,01-109A7, signed and sealed by Michael D. Stremmel, P,E. Architectural Testing, Inc. York, PA AAMAIWDMA/CSA 101/i.S.2/A440-05 Design pressure: +40.10/-50.13psf Water penetration resistance 6.06psf 3. Anchor calculations, report number 511989-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: +40.0/-50.0 psf Maximum unit size. 36' x 84" Units must be glazed per ASTIVI E 1300-04. Frame and sash material: Extruded Rigid PVC, Sash stile and rails and fixed meeting rail reinforcement: Roll formed steel. This product is not rated to be used in the HVHZ This product is not impact resistant and requires Impact protection In wind bome debris regions. Installation: Units must be installed In accordance with approval document, 08-01372. CorMication of Independence., Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also. I don't have nor will acquire a financial interest in arty other entity involved in the approval process of the listed product(s). I of 1 P, L 0 OAM rTATOF • ecfailOR0t' Luis R. Lomas, P.E. FL No.: 62514 11107/2011 Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlingerOmiwd.com Brent Sitlinger bsitlinger@miwd.com Windows MUMOOS Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 4 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FLO W4-90- . ..... 1710,5.3 Method 2 Option 6 littps:llflot-idabLlildiilg.orglprlpi-__al)p___dtl.aspx'?pai-aiii=w(il--"VXQwtl)cls9%21%2('t('OlipJQql... 9/6/2016 Florida Building; Code Online Pale 2 of 3t -1 Date Submitted 09/01/2015 Date Validated 09/01/2015 Date Pending F13C Approval 09/07/2015 Date Approved 10/16/2015 Summary of Products Fl. # Model, Number or Name Description 1M8504.1M-1926 Horizontal Mullion -1926 Horizontal Mullion Single, Twin or Triple with ITransom ransons' m Limits of Use Installation Instructions Approved for use in HVHZ: No ELL0.20-4 -RD-ILILM,hor-iz n Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; Maximum Span - 156-3/8", Impact Resistant up to EUB524 _Rj_AL5j2 Q726jLdf Wind Zone 3 Created by Independent Third Party: Yes 18504. 2 M-1926 Vertical Mullion M-1926 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No I - 44 ( Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind EL Lq j Zone 3. Created by Independent Third Party: Yes 18504. 3 M-2285 Horizontal Mullion Transom Horizontal Mullion Single, Twin or Triple with r " c TramLimits of Use Installation Instructions Approved for use in HVHZ: No fUff5_Q4 Rg_JL M:2ZajdpjrLqntaI_QA-Qj_U4&.gdf Approved for use outside HVHZ: Yes Verified by: Luis R, Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum span - 120", Impact resistant up to Wind EWUQ4RQ A f_5J252W&-Q&!f Zone 3. Created by Independent Third Party: Yes 18504. 4 M-2285 Vertical Mullion M-2285 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No F R j 2285 &.,p -!3- Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. Maximum Span - 84", Impact resistant up to Wind &F _5_LZ5_ZOA p(ff Zone 3. Created by Independent Third Party: Yes 18504. 5 M-2302 Horizontal Mullion M Horizontal Mullion Single, Twin or Triple with T 23672 Transom Limits of Use Installation Instructions Approved for use in HVHZ: No —145-kA'-pd[ Approved for use outside HVHZ: Yes Verified By: Luis R Lamas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 156-3/8", Impact Resistant up to ELWQ4 a_AE S1,Q$OA Wind Zone 3. Created by independent Third Party: Yes 18504. 6 JIM-2302 Vertical Mullion M-2302 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure* N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind FlSO4 RO AE slz 71A. f Zone 3, Created by Independent Third Party: Yes Back Next L2nat'( — US :: the ',, t.to of Florida an AA/FEQ eolployer. QQjV'iqh / 3 of I r, I I 4tate" m Under Florida taw, '."ad addresses are pubbc records_ It you dnot want your to . I b1h, re-rd-eque,(, (to not send I- w c mad to this entity. instead„ '.ot-t the office by phone ,, by It you have any q iestions, please 1.11t.1t 850A87. 1 19s, Pursuant to it." 455,275(1), 1 Wd. Statutes, effective October 1, 2012, hlenwd 1,1,, Chapter 455, F,S--t provide the Depart neat <n rm.il address if they have one. The --Is p,(,y.dd ,,.y be used for .(Woil . . .........-"lion W.11, the kj?."ee. flowevo, e,11a.1 addresses are public -cod. If you do not —h to littps:// tloi-idabLiiIdiiig.oi-(,/pt-/pi- app dtl.aspx'?pai-aiii-w(,i1,VXQwtl)qs9'Vo2t'/o2f'tCOlip,IQq'... 9/6/2016 Florida Building Code Online I'a-e ') of 3 supply a pm..al address, please provide the (Dep"'th-n-1, with an email address .1-h can be, made available to the public. I. determine If you are a I—o,ee undo, Chapter 455, F,S_ please citcl, hgL_. Product Approval Accepts: W1 IW--1 E--"] m creldt Cato sate htips://florida[iLiildiiig.oi-(,/pi-/pi-__app dt LaspOparam --zw(,i EIV XQwt I)qs9%2 1%2 I't('Oh p,j Qq i... 9/6/2016 16 N1 F ., iTA i __.I C Jam_ 7PAr.. F.F. ,JA, T." S,F ,- =RAx,WI G 2 SWESS ACRE WAS € W USED - ,. n.. , WINC BO. NF E „RS RN, ,S UP K WAD r f E u. ASHR Da&N PRESURE CT 01 WOW O? 40 AND; DUAL E -XG E _ A% .___.,: iS S: 0a N, n' AK 7NX EKHAD AND MAMA ,w AN CHOHE..G COR_ANG VMNE REWRED CESAN ,., R;"? PER _ .RDA BaXAG CODE D .7R 113, DIN R ;.,=,.} AF;e v ,4'DTP „U M BASE-u,4 BE it T, .L-EO S,,'-E : lDR 3 R( ,,:)Tx, Two - 0AF C- d f r GN A ",. i Tt MU__--E A'; AND TRr-VARY WETH RSPECT t :E THE MUiJOt RA-NG, tu+u K iYly? i rv2 ANCHORNG NOTES: F )P ANC<)RING IN :C, 1AJC,.,_, 7RAMINC, T;R 2X 3-,.;,K !,;SE JCa'tt. 11 #>:TF! SUFF?CIENT LENGTH TO A..HiEVF- A i 31 v.'^vAU'> EUKDANT. LOCATE A`i„i-ORS, AS SHOWN N INSIA-!-TiON LJE"ALS 3, 2) F" OR Al?C)RING iWO ;M.,r:cT= USE 7 4" WCON aY...i SOFF C i,-PJ LENGTH TO AC iEVE A 1 1 /4" NAJN!MI jV EVBr - u,v'_NT IMT}H 2 1 /2" MiNtliUM EDGE DiS"a`ANCE. L,>XATE ANct,QSRS AS SUM in MANAWN N UE'MSSf•:E.ET 4, 3) - u ENERS TO BE C M„Ja;ON RESISTANT. r43 A.I Ii TiON ANCHORS S-iAL' SE P.S ALLEO =,14 .ACCORDAN,:E 41,INH AXWR ?6mL t CURERS ^ ovLA. N I' Sm :.3,,,5 UD ANCHORS SHAWL NOT BE US f v SUBSTRA S r,T- FN( T: HS F S THAN THE MINIMUM STRENGTH SPFCtFiF IBFt-CW: A. WOOD - VINIMUM SRE GRAiTY 0,' G=J.42 B, CONCRETE Va' V.10" 1;P;RFSS'VE STREN ';H &r ;,2001 *'Si. MASONRY - STRENG` , CONFORMANCE , O ASTM 9O, UA,:)E , , E O.A u GATE T D ' A7 n H MU tCN TO CLI`F 44 #;G x 1 1/1 SEJ r..=!_MG SUMS PER CU CREWS „TsST REP FIFiG !NS,A;.._E0. HOLES FOR SCREWS ARE NOT PRE-DRt'_t.EC EY MANUFACTt;R£R. TAB EWS i NOTED MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030- 0370 M-1926 - VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES YL, I 08 01445 M. NO w' Oi "02 W" 7 OF 3 REl SANS As 1 nb' Wu'Y__i: SIGNED: aT 0710115 N ti R IL10 i A i01* A 1ONAL0* 1 1% 1 17 WINDOW i WINDOW w WINDOW WINDOW n-7 1,07 S/3- 107 3/8" 2 411 --i W2 WINDOW: E3" OAIDOW IkINDOWF7 AM E DOW mut' I'c"N Design pressure rating W Units anchored Into wood ftming Mullion Tributary span (in) 1& 13 12&50 width 3& 00 4ZOO On) 4100 SZ13 25.00 130,2 130,0 130.0 130.0 130.0 37,38 1311 127,2 127.0 127,0 127-0 49,63 120,7 94-3 77.9 718 72,1 7 2-0 62.00 92.4 70,6 5&0 51 5 4&6 474 65.53 86.5 1558 51-7 47-3 44,4 43 * 0 72.00 -7;T-8 587 45,6 41A 38,5 3710 r- L_ $4, 00 62,1 450 31 f- 7N 26,3 24,91 Q - WINDOW f RAM E C, t17 SPAIN) vv 42 1107 I— RFVGLED WSTALLATICN I ; r7 42 e, 3 WINDOW RA" E E7 WINDOW! MULLON u2 107 3 /8" C- 0Vafl%&,' WIDTH. APPROVED CONFIGURATIONS MUI. 77PLEUNITS MAYBFWLLEDTOGETHER ASLONG AS COMBINED WIDTH DOES NOT EXCEED 107 XWAS SHOWY HEREIN Design pressure rating 0so Units anchored into masonry1rammfe MWIjon span on) Tdbutaty width fin) 1& 13 25.50 36.00 42,00 48.001 SZ13 25,00 130.O 130.0 130.0 130,0 1300 1130,0 3T38 130;0 130,0 130.0 130.0 130, 0 130.0 49,63 130.0 130. 0 130-0 130.0 1360 130-0 00 130,0 115.4 87,8 793 73,9 71.5 65,63 130,0 96. 6 729 65,5 60.5 581 71 L 0 9 9- 3 72A54,0 48-1 44,0 420 i.'0 1 62' 45, 0 , 33,11 291 26,3 24,9 LARGE AND SMALL M)SSiIE IMPACT LEVEL D, WIND ZONE 3 DIMENSIONS IN CHARTARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M- 1926 - VERTICAL MULLION 83" MULLION SPAN CONFIGURATIONS AND OP CHARTS V. L. 08-01445 777- NTs 01 /11 /12 1--2 OF 3 1 R-L SIGNED: 081oz2o15 A ONRY sY 7- FIRS 1 4 i MINt I-V, D m Pi L . ..... 77— E-- "-- 1 -!26 R AM 2X FjCK 5y 07,E:'S VERTICAL CROSS SECTION MASONRY CONCRETE ANb WOOD FRAMING INSTALLATION 3 3/4" 3/8- 2 7/8" SECT5796 CLIP 2X 01, FOR CONCRETE INSTALLA TION ALUMINUM 6063- TS. 125' THICK REV,SCD ,NSTA-LA'!ON 0fTiA-LS SECTS796 CLIP MT000022 CLIP FOR WOOD FRAMING INSTALLATION 16GA 1, 063-) GALVANIZED STEEL ALUMINUM 6063-T5.125' THICK SECT M- 1926 MULLION ALUMINUM 606.3-T5. 125* THICK 4' MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370____ M-1926 - VERTICAL MULLION 83" MULLION SPAN INSTALLATION DETAILS Drum. 71, VL08-01445 NTS 1— 01/11/12 1-3 OF 3 0, 3/07/'5 SIGNED: 08107/2015 011111111// P. - to /// TATe707- r 40RIDt- L. Roberto Lomas P.E. 233 W Main St Danville, VA 24541 434-688-0609 rllomas@lrlomaspe.com Manufacturer. MI Windows and Doors, Inc. 650 West Market St Gratz, PA 17030 Product Line: M- 1926 - Vertical Mullion Engineering Evaluation Report Report No.: 512069A Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method I (d). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1, Approval document: drawing number 08-01445 revision A prepared, signed and sealed by Luis Roberto Lomas P,E 2. Mullion analysis report No. 512069-1 prepared, signed and sealed by Luis Roberto Lomas P,E. Limitations and Conditions of use: Maximum design pressure: refer to design pressure charts in approval document. Maximum single window unit size: 52 118" x 84" Window units attached to mullion must have their own separate approval. This product is not rated to be used in the HVHZ. This product is impact resistant and does not require impact protection in Wind -Borne Debris Regions, up to Wind Zone 3. Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components; mullion or individual units. All windows attached to mullion must be manufactured by MI Windows and Doors, Inc. Installation: Mullion must be installed in strict accordance with installation instructions document 08-01445 revision A. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). Um t I I I I ///, N S P, L E A1,9 0 TA OF 0tv 4 OR sZONAL\\\\\ Luis R. Lomas, P.E. FL No,: 62514 08/0712015 NO Ti 5, I TI;r SiIOWN -?EFREIN ;S DESIGN---) AND, MANUFACTURED TD COMPLY WITH THF flORIDA FlOiIDINC, CODF, IC VO(OPENINGtR.AMING AND MASONRY OPENING 10 HL D.S -NED AND ANCHORIX 0 PROPERLY TRANSFER A,_L [-OAOS TO STRUCTURE. FRAMING AND MASONRY OPENING is THE R[SPONS1011-, OF THT A;?,_,')1TCCT OR EN,,;;NEFR OF RECORD, X RUCK OVER MAS0NRY/C(;NCRFTF IS OPTiONA!, 4 A`HFRf_ SH!,M, OR RUCK F; iFSs THAN 1-1/2" WINDOW UNITS MUST (IF ANCNoRff'l THROAiCH TLIF FRAMIF IN ACCORDANCE. WITH MANUFACTURFR'S PURIISHFD SIA_A!ON JNSTRLCTj,')NS ANCHCH1,S SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STPJCTURki_ SUBSTRATE MATERIAL. WH[PE WOOD BUCK THICKNESS !S 1 - 1/2" OR GREATER, BUCK SHALL BE SECURELY JAS7LI,ED TO MASONRY. CCNI-REIE OR DTHER SI-RUCTURAL SUES7FATE, WINDOW UNITS MAY U SECURED WOOD BUCK IN ACCORDANCF WITHFANCHORED714RDUOH7RAM7TO PUBLISHED INSTALLATION JNSTRUCTJONS vl i F R F Ix BUCK is NOT JISED DISSIMiLAR MATERIALS MUST BE SEPARATED WITH APPROVED MATING OR VEMBRANE, SELCCT,011 01` COATING OR MEMBRANE IS THE RCSPO,1,,1,jBILfT1 OF THE ARCHECT OR ENGINEER OF RECORD. 7 HUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT is e, J`OR t N INSIAI,IAI;ON SHW AS NEEDE-D. 'OR FRAMF INSTALLATiON S--!IM AS REOLARED A7 EACH ANCHOR i-OCA110% W,l LOAD, BEARING SHIM_ SHIM WilFRE" SPACE OF1/16 OR GRE A,'FR 1,1'C,'_'UP1,, MAX;%,jM ALL,'_AVADL.L DHIM STALK 10 UL 1/4" 9 SH,MS SHALL BE LOCATED, APIUEP AND MAD. FROM MATERW,S AND _HCKNF7,S CAPABLE CJ SJS7AININC Al"LICABI,k LOADS, lJ WIND LOAD DURAlKN FACICR sd-31.6 WAS US-_1) FOR WOOD ANCHOR CA._CIJLATIONS, l RAV,'- MATLR;AT. PVC 12 Jl,,'Sl ALS1 BE GLAZED PfISTM `,1300 04 T _, 4M la WIND APP(YVLP IMPACT SYSTEM _EL_q FOR 1HIS PRODUCT IN -PORN-, OLS is 14 iR AN,,,-0RIN(,' THROI,H FRAY17 NTO VA10f, FRAVN,; OR 2X 1-IUCK V`;E #8 woo;; TOACHIFVF A 1 4/4' VINMUM F)ARFf`,AI_NT iPJTG VAT-' 1,l)--Fi(',1FNT I -,IC,7N SULiST,RATE LOCAIE ANCHORS AS SHOWN IN ELEVA_,'JONS AND INSTALLATION DETAILS. IA&L' 1__ OCONTfNTS S4-u No SCR ;PTj0N i NOTES LEVATIONS 3 1 ; NSIALLAT; 0NI D;_TkI_S 18644,03 A FE j K-YRM1.1 15 FOR ANCHORING THIRCUSH FRAME INTO MASONRY/CONCRETE USE 3/!6" 1APCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTPATE WiTil 2 112" MINIMUM fDGE LASIANCL. LOCATE ANCHORS AS SHOWN IN LILLVAlloNs; AND INSTALLATION DETAILS, 16, FOR. ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #8 SIAS OR SELF DRILLING SCREWS WLH SUHACILN] LENGTH TO ACHIEVE 3 THREADS MINIMUM JLYOND 'IRUCJURL INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17, ALL FASTENERS TO BE CORROSION RESISTANT. 18. INSTALLATION ANCHORS SHALL BE 3NSTALLFD IN ACCORDANCE WITH. ANCHOR MANUFACTURER'S 1NiSTALATION INSTRiCTiONS AND ANCHORS SHALL. N01 8L USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A, WOOD - MINIMUM SPLCIHC GRAVITY OF G=0.42 5 CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3,92 Psi C. MASONRY STRENGTH CONFORMANCE. TO ASTM C-90, GRADE N, TYPE 15 (OR GHLAILR). D. METAL STRUCTURE: STEEL 16GA (.C60" THICK), 33KSI OR ALUMINUM 6063--15 .058" THICK MINIMUM 19, GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2, GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN 2C, THIS PRODUCT IS ALSO LABELED UNDER THE FOLLOWING NAMES 35COP'A', 350OPWICHS, 350OPWMULL, 3500SP, 3540PW, - 5540P'NMULL, 3540PWCHS, 3540SP, 3580IEW, 358OPWMULL, 35805P, S- 350OPW, S--35C0PV4,4.U:_L, S-35001"WCHS, S-350OSP. S-354OPW, S- 354OSP, S-354OPWCHS, 1255PW, 1255PWCHS. 1255PWMULL, 1280PW, 910SP, 350nJHPFW, AND 35COHPSP SIGNED; 0211112016 S D DOORS WINDOWAN MI650 RItL) - WEST MARKET T STREE GRATZ, PA 17030-0370' j, E IV 0 51 it SERIES 3500 PICTURE WINDOW 60" X 96" NON -IMPACT NOTES TAT OF DRAwra Rev N.G. 08- 02858 r-_ 7_NT_sT-_T 02/02/16 1--t OF 6 if 100 v v 2,"' MAX 6" MAX SERIES 3500 PICTURE WINDOW EXTERIOR VtEW RNLESS & FLANGE INSTALLATION DESIGN PRESSURE RATING IMPACT RATING 50.OPSF NONE HANNEL I' N, -', Af Rl C%l C, L ACE 0i' AllllcfloR-' CHART #I flEllsrs il, SCf PTI.^ll f i,A',I ', P llt D Number of anc or ocabons required Frame Frame width (in) Height in) 36. 00 JliaadT- J;m—b 42. 00 Head Jamb 1 4a00 Head Jamb 54. 00 Head jJamb 60. 00 Head Jamb 66. 00 Head jJamb 72, 00 Head Jamb 78, 00 Head Jamb 84. 00 Head JamblHeadl-tamb 1 90,00 96.00 Head Jamb 24, 00 2 j 2 3—2 3 2 3 2 3 2 4 1 2 4 2 4 2 4 2 5 2 5 2 30. 00 2 2 3 2 3 2 3 2 3 2 4 2 4 2 4 2 4 2 5 2 5 2 36. 00 2 2 3 2 3 2 3 2 3 2 4 2 4 2 4 2 4 2 5 2 5 2 42. 00 2 3 3 3 3 3 3 3 3 3 4 3 4 3 4- 3 4 3 5 3 5 3 48. 00 2 3 3 3 3 3 3 3 3 3 4 3 4 3 4 3 4 3 5 3 5 3 4. 00 2 1 3 3 3 3 3 3 3 3 3 4 3 4 3 4 3 4 3 5 3 5 3 60, 00 2 3 3 3 3 3 3 3 3 3 4 3 4 3 A 3 5 3 5 3 5 3 66. 00 2 4 3 4 3 4 3 4 3 4 4 4 4 4 4 4 5 4 72. 00 2 4 3 4 3 4 1 3 1 4 3 4 4 4 4 4 1 4 4 1 I - 7& 00 2 4 3 4 3 4 3 4 3 4 4 1 4 4 1 4 1 - 84. 00 2 4 3 4 3 4 3 4 3 5 4 1 .5 0. 0-0 T- 5 3 5 3 5 5 3 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, ' A 17030-0376 CRIES SWINDOW 3500PICTURE60" X 96" NON -IMPACT ELEVATIONS M1A. 7; NO N. G. 08-02858 SCat E 1 --12 47SI—E 02/02/16 OF 6 SIGNED: 0211112016 7116" M,N EDGE}}_'):STANCE STRU , TJRf Hy Oi, 1 /4 V xr 1 1; M PAU EXTERIOR. BA`KtP RO'D F Al A NT P ;x BUCK BY 01HIRS rll 'wove EXTERIOR INTERIOR 11 E TO R- 5,F7 A BED OF APPROVED SEN-ANT BACKER ROD 1/4" MAX. APRROVED SHIM SPACE SEALANT MLiAl STRuCTUR 9y OjHrp, VERTICAL CROSS SECTION WOOD F l?AMINL3 OR 2X BOOK INSTALLATION NI)TES PF F JmETER AND JOiNT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE 1'YITH AST E2 1;2 5/8" MIN cGGE Diswicf_- 1 114" miN 1/.2 v;x 4" MAX SH011 SHIM SPACE lfv I c rilLil" oR, MIN, LDG- DISTANCE e, wool, WOOD INTERIOR OR 2X BOOK EXTERIOR 6Y OTHERS BACKER ;ROD APPROVCD SEALANT ILL ' 0 GE SET, JAMB INSTALLATION DETAIL E DOF WOOD FRAMING OR 2X INSTALLATION A V D SEALANT INIR 1/4" MAX, 1/4 MAX, SHIM SPACE SHIM SPACE - L- INTERIOR 5/ 8' MIN EDGE D STANCE 8 sms OR SELF DRILLING VERTICAL CROSS SECTION SCREWS METAL STRUCTURE INSTALLA TiON METAL STRUCTURE BY OTHERS BACKER RDU EXTERIOR APPROVED, SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 02111120 15 MI WINDOWMARKETS AND DOORS 650 WEST STREET J\ S GRATZ, PA 17030-0370 SERIES 3500 PiCTURE WINDOW 0 ?51 0 60" X 96" NON -IMPACT FINLESS INSTALLATION DETAILS T Ait OF0 A40 R 08 SlONT \ l I -A" NTS 1-" 02/02/16 Is`3 OF 6 Ahk EXTERIOR 2 112" MiN, EDGE DSTANCE S '3A I " , 7 A P N INTERIOR LL TO 9'Si APPROVED SEALAi,7 A[,AN J T--lCNAl ;X VAX SHM SPACE L 3 7 Q py OTHRs 4 4 VERTICAL CROSS SECTION CONCRFTFIMASONRY INSTALLATION Cnp_ I 4pp.01W C 0 N CRETE /M ASO N RY 1 1/4" MIN, By OTHERS OPT; ONAL IX BUCK E E NOTES 3 - 7 1/ 4- MAX. SHIM SPACE MEET I 3/ 16 TAPCON INTERIOR 2 1 '2" it STANCE PA'- KFR, ROD EXTERIOR APPROVED SEALAN r JAMB INSTALLATION DETAIL CEWCRETEIMASONRY INSTALLATION NOTES, 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, is NOTSHOWNFORCLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNEE, IN ACCORDANCE WITH ASTM E2112 i — 6 4, SIGNED: 0211112016 MI WINDOWS AND DOORS 650 WEST MARKET STREET PA N S GRATZ, 17030-0370 SERIES 3500 PICTURE WINDOW 0 51 60" X 96" NON -IMPACT 9' FINLESS INSTALLATION DETAILS TAT OF I R I'D ONG '40, At NTS 1-- 02/02/16 ISHEE74 OF 6 1/01111100 7/16" MiN ED-1E DSTANCE CIP Hy mm' T' T STRUCTURE By 07FIFRS APPRCV' 3177__ 3 3 --- SLALANI LA AN j SHM SPACE A It j(P, WOOD SCREW EXTERIOR EXTERIOR INTERIOR Sl_ L if_) U- !S[7 N A Ri-f) OF APPROVED SEALANT BACKER ROD 1/ 4" VAX, A( APPROVED SHJM SPACE SEAL AN I 114- TAL RUI; 1 URL By oTtims VERTICAL CROSS SECTION_ NOOOFRAMIJVG OR BOCK INSTALLATION NOTES, 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLAPHY, 2' PERIMETER AND JOINT SEALANT BY OTHERS 10 BE DESIGNED ACCORDANCE WITH AST&I EZI 12 5/ 8" MIN FD,- E DISTANCE 1 1/4" MiN. 1/4" MAX, 1/ 4" MAX, EMBEDMENT SHIM SPACE SHIM SPACE INTERIOR 7/ 16y' MIN. EOCE DISTANCE 111L sms OR SCREW SELF DRiL: VNG tj SCREWS@IWOCD FRAMING OR 2X BUCK 7" INTERIOR BY OTHERS EXTERIOR HACKER I00 APPROVED SFAI ANT SILL TO BE SE'` JAMB INSTALLATION DETAIL IN A BED OF WOOD FRAMING OR 2X SUCK INSTALLA TLOAl APPROVED SEALANT I [ 1/ 1" AX, 1/4" WAX, SHIM SPACF SHIM SPACE I r"21 5/ 8" MiN, INTERIOR VERTICAL CROSS SECTION EDGE DISTANCE 8 sms OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS BACKER ROD EXTERIOR APPROVEL) SEALANT JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0211112016 MI WINDOWS ADOORS oliIIII/j// ik L 0 ARKND 650 WESTMEfSTREETGRATZ, PA 17030-0370 4f C E Al SERIES 3500 PICTURE WINDOW 60" X 96 NON - IMPACT 5 FLANGE INSTALLATION DETAILS 7- p;41 TAT OF '!141 RID"' 61; *'i:'' 1/ 11111110 GRAWl WG, 08-02858 SCALL NTS IGATE 02/ 02/16 ISHEL'5 OF 6 2 1/2" '.AiN LLKL U_,IANCL ONC K 1 "IMI'SONRY 9Y OTHEMIS 1 /4- MIN P-liCNA" X Bj('< 7 1 O MULDIVIEN I IINETT13t; - 7` 7 tiA CK K--RR('r_- A;IPROW 0 MAX. ALZiilm SPACL EXTERIOR INTERIOR SiLL, 70 nF SET 2LL, Qi 7, ACK, ZOD APRR007) SFA3AN' 4" MAX, SHIM SPACE SEF NOTE 3 4 at L VERTICAL CROSS SECTION COIVCRETE-IMASONRYI,V,' 3TALLATION RINGOW Drsepipl[*. CONCRETE/ MASONRY 1 1/4" MIN. BY OTHERS MBE OPTIONAt 1X BUCK 1/4- MAX, SEE NOTES 3 - 7 SHIM SPACE SHEET I INTERIOR I i 1 2 1/ 2" M IN, FOSE DISTANCE BACKER ROD EXTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION 1140 TES: 1, INTERIOR AND EXTERIOR FINISHES, B Y OTHERS, VDT SHOWN FOR CI,AR!)-Y 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTV E2112 SIGNED: 0211112016 W WINDOWS AND DOORS 650 WEST MARKET STREET R L o 41 c E Nq - GRATZ, PA 17030-0370 SERIES 3500 PICTURE WINDOW F51 0 1 060" X96" NON -IMPACT FLANGE INSTALLATION DETAILS OTAT OF40: REDN -02858 0 8OALN- SCMf NTS I— E 02/02/16 I—E6 OF 6 r Florida Building Code Online Page I of 2 No r440=A==ASUM=A2M = L lwvq KIS Home I Log In I User Registration I Hot Topics I SubMIL Surcharge 1 Stats is Facts Publications FBC Staff BCIS Site Map Links Search Product Approval WIEW Public User ulation NSWAUAMP, > r,%#9ZQCAW&AIii > 9%tigjlli0.ii;ft > Application Detail FL # FL12019-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Construction Metals Address/Phone/Email 5140 W Clifton Street Tampa, FL 33634 813) 884-0444 lyle. pestow@acm -metals, com Authorized Signature Vivian Wright rickw@rwbidgconsultanLs.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/02/2020 Validated By Ryan 1. King, P.E. Validation Checklist - Fiardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) 0,111"To YAM ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D https://www.flot-idabu11ding.org/pr/pr__app__dti.aspx?param=wGEVXQwtf)quJEQt8P6a6l,'J.. 7/20/2015 Florida Building Code Online Page 2 of 2 Rate Submitted 04/30/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 of FL # I Model, Number or Name l Description 12019.1 "Triple 4" and "Quad 4" 0.012" Thick Aluminum Soffit - Full Vent and Center Vent Limits of Use Installation Instructions Approved for use in HVHZ: No FUZQVJUL) f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12019.1 for Design Pressure Ratings by 12D19 R specific application and for any other additional use Created by Independent Third Party: Yes limitations and installation instructions. axe& Next conta[ t15 :: eagQxw_ssQ: a.:ie.a. The State of Florida is an AA/LCO employer. :: PdirdCL Under Florida law, email addresses are public records. It you do not want your e-mail address released in response to a pubiiC-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8SQ.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F-S. roust provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine it you are a licensee under Chapter 455, F.S., please click lhltuf.. Product Approval Accepts: wcurf sitlera.e, https:l/www.floridabLiilding.org/pr/pr_app_dtl.aspx?paranl—wGEVXQwtL)qu.tEQtRP6a6FJ... 7/20/201 S ACMM AMERICAN CONSTRUC71ON METALS 5 140 West Cifflon Street Tampa, FL 33634 TRIPLE 4" & "QUAD 4" ALUMINUM SOFFIT GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Honda Building Code excluding the "High Velocity Hurricane Zone" (HVH.Z). I Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shot be beyond wall dressing or stucco. I Site conditions nol covered by this drawing are subject to further engineering anorysis. 4. Wood/CML wall construction, by others, must be designed property to receive loads from the soffit and/or Z'x T batten strips, 5. Aluminum soffits shall conform to the requirements of FBC Section 14G4.5.1 and labeled according to F9C Section 1710.9. TABU Of CONTENTS DESCRIPTION Typical elevations & general notes Soffit details & design pressures 1 4 Soffit details & design pressures ISoffit details, design pressures & bill of materials TkItIE 4ff4J 1-4-3 2 (411 Y Th,'Ck' , T1,0 4 jL;Jk- -160 QUAD 04 C,A-012 pus Tfcx) 0 A-01 A 1,0135rICCj o n z x 0 CW Ay J Ad aQ JK LFS F1 32019.1 17 1 SOFFIT AIR FLOW TABLE AIR FLOW AIR FLOW SOFFIT TYPE SOFM 'PE 3.91 2.71 % LL 11.74 8,16% 11.74'8 16% PA 3.69 2.56% FULP Nwoc3.69 2.56%: I'a Gl 015S ch, OR ir 7 2x CCI'kkAGE jkEF) Rib (sym) rMoul O 33* CL K3 AND ENO DEAXS ITCOVERAGE Vle C P(TCH 60 TRIPLE 4 PAgl COVERAGE ME 4,W PITCH 2,62" 2 0 0 0 01 o a 0 a 0 0 0 0 a 96L-1 0 a D 0 0 n n n n n n PATTERN - fLOUVEZS FOWZ W AS SAME DTECMN RM) t L c, E "A-A"-fl FULL VENT - WIDE PATTERN Louuc'S ¢4 rT-d is same trecitun fins} a o o D D--j 0 0 0 0 ob--T 0 0 0 0 9 0 0 0 0 0 N— o 0 0 0 D D 0 0 0 0 &-- LOUVER PATTERN LOUV-KS,'ORM,ED IN SAM-- DRfC' DON AS RM) Ip E . LL oz: FL-:20i9.i W)u, 7 R SCOFF T 1-7;" L"U C'it SEE DETAIL "B" SIDE VIEW - SINGLE SPAN w/F-CHANNEL Shown wi truss/ftmN cwtileve) S)NGLE SPAN LENGTH A' DESIGN PRESSURE (?SF) POSITIVE T-NI;6ATIVE it 70.0 141.0 10" 40.0 60.0 IT 50.0 50.0 14" 38.5 38.5 16" 30.0 MO NUlt: WVUJ tKAWNL, tu t1t: DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD 1 /8" MAX. 3-- DETAIL " B F-Channel ROOT OVERHANG woo) I SEE C'? DETAIL' FRAMES IDETAIL' SEEDETAU -"- SIDE VIEW - SINGLE SPAN w/3-CHANNELS Shown iv/ truss ftammg cantilpver) TRIM NAI,. ATTACHED THROUGH FASCIA NOTE. O.C.16 Mo. FOR SQUARE CUT OVERHANG jJ FTRIM BOTTOM Of FASCIA FLAT AGAINST PANEL STAPLES WALLED 14 L END OFFANEIAND 8'MAY- O.C. ILi SEE DETAIL SHEET 5) I MAX, j - 8T MAX, DETAIL A Fascia STAPLES INSTALLED @ 24- O.C. (INTO WOOD) ON F-CHANNEL LEG OR T-NAIL @ IT O.C. INTO WOOD OR MASONRY) STAPLES ?NSTALLED @ i T O.C. (INTO WOOD) 1114 f-CHANNE1 SLOT OR T-NAIL @ ITO.C. INTO WOOD OR MASONRY) STAKES LOCATED 24'O.C. INTO FRAMING ROOF OVERHANG A 0) c; ALUMINIL1 0 F A SrOA TP H1 Z C; ca CL f T SOI`FIT- VS11 OR i SEDETAIL-A' SEE DETAILC' SIDE VIEW - SINGLE SPAN_w jJ-CHANNEL t7tShwW/ uus ifrafliN wnbfI,er) z STAPLES INSTALLED 9 IT O.C. (INTO WOOD! IN --CHANNEL SLOT OR T-NAIL @ 1T O.C. INTO WOOD OR MASONRY) STAPLESLOCATED 24"O.C. INTO FRAMING MAX. SSS STAPLES INSTALLED @ I TO.C. INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL I TO.C. DETAIL" D J-Channel Fascia DETAIL " C J-Channel N.T,S, JK SUBSTRATE NOTES: FS 1. WOOD SUBSTRATE: G = 0.42 OR BETTER wm c 1o: 2 MASONRY SUBSTRATE 3,ODO PSI CONCRETE fACI 30 1) FL-12019,1 OR HOLLOW BLOCK (ASTM C90), 1— 3- - -5 SPAN" A ROOF OVERHANG SPAN ;. A _--}—^ ROOF OVERHANG 9 SEE NOTE 2 RCOF BAMXNG'. RCLIFFPZ-1IN1 A t1r,,vu111A1J71';un ASCIA--. 1 FASCIA^ CHU ut?:-HTJ ' »o4: f SOFFIT-1 f ki60C , FRAnEC fFAMED f SEE DE71r11,"C:r—' 1/ SEE©EERIE"F'—---- SEEDEIA3"G ll( SEE DETAIL. E" --u SIDE VIEW -SINGLE SPAN w[F-CHANNEL SIDE VIEW -SINGLE SPAN w/J-CHANNEL t53 awn w'' uvs;f ovemzng; Sfiarm w! tnssslhar^Png ore3rac i TRIM NAIL ATTACHED THROUGH FASCIA C 16' O.C. MAX. STAPLE END C E DETA ia, MAX DETAIL " E " Fascia NOTE: FOR SQUARE CUT OVERHANG, TRIM BOTTOM Of FASCIA FLAT AGAINST PANEL j r 1 r----1 f8' MAX. DETAIL " F " F-Channei STAPLES INSTALLED 0 24" O.C. J94TO WOOD) ON F-CHANNEL LEG OR 1-NAIL 0 IT O.C. INTO WOOD OR MASONRY' CONtsc£TOR NOTES: >, T. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED `/, j BY THE ARCHITECI OR ENG NEER Of RECORD 2. 12d COWAON NAL OR 3116` flW TAPCON CONCRETE SCREW mN. 1-114' E#*.EDMEN1 i 2C ON CENT.-P. SINGLE SPAN LENGTH A.• DESIGN PRESSURE (PSF) POSTTTYE NEGATIVE s' 70.0 141.0 IT 60.0 60.0 12' 50.0 50.0 14' 38-5 38.5 14' 30.0 30.0 STAPLES LOCATED 24" O.C. ;NTO FRAMING STAPLES INSTALLED 0 1TO.C. {INTO WOOD)_ INF-CHANNEL SLOT OR T-NAIL 017O,C. ' INTO WOOD OR MASONRY) _-- -- S' APLc.S INSTALLED s 12" O.C. (INTO WOOD} IN J-CHANNEL SLOT OR II AWL 4 12" O.C. INTO WOOD OR MASONRY) 1 J8' MAX. -. 3 J air, 3 G MAX, UK SJBSTRATENOTES: 1173 1. WOOD SUBSTRATE G = 0.420R BETTER pETA11 " G a' .aatrrc P*.: . 2 MASONRY SUBSTRATE: 3AC0 ?SI CONCRETE JAC; 301) - i 2019. OR HOLLOW BLOCK (ASTM C901. J-Channel F S: tEc-T 4 ar 5 ITEM DESCRIPTION MATERIAL I FASCIA -.0215"')IKAL. 3105 - H 14 ALUMINUM 2 I 7 CHANNEL .0 155" THK. AL. 3 105 - H24 ALUMINUM 3 j 'T" CHANNEL .0 1 557K At. 3104 - H 19 ALUMINUM 5 1 QUAD 4 PANEL (.0115 OR.0135THICK) AL. 3105 ALUMINUM 6 TRIPLE 4 PANEL 1.0115 OR.0136'THICK) At, 3105 ALUMINUM 7 It 15 x 1-3/4-'TRIM NAIL 8 i 19 GA, X Ijk'SS STAPLE (w/ 7/8'MtL EMBEDMENT) STEEL 9 2" X Z'BATTEN STRIP (G--.42 OR BETTER) j WOOD I 10 j ARA B-C- GROUP I EXT. 15/32" PLYWOOD OR BETTER WOOD 9 T7DiA, T-:NZ f./ 5/6' MIN. EMBEDMENT) STEEL 120 X3-1/4' H.D. GALV, STLU COMMON NAIL @ 24" O.C. W/ 1-314. MIN, EmB. DETAIL " H 1)(2 VERTICAL FRAMING 'G>=0.421 ATTACH W/ 2-8d COMMON NAIL 411? TOP TO ROOF FRAMING STAPLES INSTALLED 9 END OF PANEL AND a* MAX, C.C. JSEEDETAIL 'J") DETAIL "I" e O.C. MAX. ROOF CVERHANG SPAN' A a 4 Y% D fill ZOn00z0 0 04 2 Z 6 SEE DETAR.'8' O 0c* 036a 12d X 3- 114 H. D. GAI.V. STEEL v CHU OR COMMON NAIL @ 24" O.C. SEE DETAl"A" W 000 wl 1-314',WN. EMB. SnE7 3)V FRAMED! cot- fr"uom SEE DETAIL H BATTEN 0 CL SPAN SIDE VIEW - DOUBLE SPAN w/ BATTEN STAPLESINSTALLED4END OF PANEL AND Shown w/ truss/frarmnq cantilever) 6" MAXOC- f5EE DETAIL -J I TWIN SPAN LENGTH wICONTINVOUS BATTEN A' DESIGN PRESSURE (TS) POSITIVE NEGATIVE 16I 70.0 70,0 18" 66,5 466.5 20" 60.0 60.0 22" 54Z 54.5 24" 50.0 50.0 SPALI A ROOF OVERHANG SEEDETAIL" G' SHEET 4) ROOF FRAMIN5 SEE NOTE 2 EE DFA'I—/ 8: 11 SEE DETAIL 'A' SHEET 3) SIDE VIEW - DOUBLE SPAN w JBATTENfShown w/ tu!m/franv— overt-or-1 CONNECTOR NOTES: WOOD FRAMING AND CONNECTIONS TO BE DESIGNED SUBSTRATE NOTES: BY THE ARCHITECT OR ENGINEER OF RECORD 1. WOOD SUBSTRATE: G = 0.42 OR BETTER 2.12d COMMON NAIL OR 3/16"rrW TAPCON C04C,RE1E SCREW 2 MASONRY SUBSTRATE: 3,00D PSI CONCRETE JAC] 301) MIN. 1-114` EMBEDMENT) 0 24- ON CENTER OR HOLLOW BLOCK JASTM C90). LFS R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Indus" C P.O. Box 230 Vatrico, Ft, 33595 Phone 8 13.659.9197 Florida Board of Professional Engineers Certificate of Authorization No, 9813 Product Sub Category Manufacturer Product Name Category American Construction Metals Panel Walls Soffits 5140 West Clifton Street Triple 4" & "Quad 4" Aluminum Soffit Tampa, FL 33634 Phone 813.880,4444 Scope. This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. for American Construction Metals based on Rule Chapter No. 61G20-3, Method I d of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) excluding the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. Site conditions not covered by drawing FLA 2019.1 are subject to further engineering analysis. 4. WoQd/CMU wall construction, by others, must be designed properly to receive loads from the soffit and/or 2* X 2' batten strips. 5. Aluminum soffits shall conform to the rewuirements of FBC Section 1404.5.1 and labeled according to FBC Section 1710.9. 6. See drawing FL-12019,1 for size and design pressure limitations. Supporting Documents: 1. Test No. Test SLaagard TEL 01190073 ASTM E330-02 2. DraLying No. PrepaLed by No. FL-12019.1 RW Building Consultants, Inc, (CA #9813) 3. Calculatigns Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) 4, Quality Assurance Certificate of Participation issued by Keystone Certifications, Inc., certifying that American Construction Metals is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53 Sheet 1 of I Igsting UbooWry Signed b Testing Evaluation Lab,, Inc. Lyndon F, Schmidt, P.E Signed & Seale § by Lyndon F. Schmidt, P.E. Ignel & Se led §y Lyndon F. Schmidt, P.E. i F. Schmidt, P.E. FL PE No. 43409 4/1/2015 Florida Building Code Online Page I of 2 ecis Home I Log In 1 User Registration Not Topics Submit Surcharge Suits & Facts P.*Iications WStaff SCISSite Map Links Searct, ines lssi 40, feProductApproval 4, usta: P-bh, u., MU" I n'90,G4i, 9,rj,1W"Mq, Q i, > Application t.Oil q FL # FL16305-R4 kn,I Application Type Revision Code Version 2014 Application Status Pending FBC Approval Comments Archived Product Manufacturer Atlas Roofing Corporation Address/ Phone/Email 2000 RiverEdge Parkway Suite 800 Atlanta, GA 30328 770) 946-4571 mcollinsoatiasroofing. com Authorized Signature Meldrin Collins mcollins@atlasroofing. com Technical Representative address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Harocopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden 4, Validation Checklist - Hardcopy Received Certificate of Independence NPR A-0-0—FOIC 'rqovq Fly,41400'" DMU. 01 Referenced Standard and Year (of Standard) StAlldIlEd YA" ASTM D 3161 2009 ASTM D 3462 2009 ASTM D 7158 2008 TAS 100 1995 TAS 107 1995 Equivalence of Product Standards Certified By Sections from the Code https:// www.floridabuilding,orglprlpr_app_dtl.aspx?param=wGEVXQwtDquJBMjgUlj3N... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval FL Al Model, Number or Name 16305.1 Atlas Shingles Method I Option D 06/28/2015 06/29/2015 07/05/2ULS Description Fiberglass reinforced laminated asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ-. Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other. See evaluation report for limits of use Evaluation Reports Created by Independent Third Party: Yes gig NM-t Eum-d"-i"zi The State of Florida Kati AA/FFO empllnyer. Under Florida law, email addresses are public records, if you do not want your a mail address released in response to a public -records request, do not send electronic mail to this entity. instead, contact the office by phone or by traditional mail If you have any questions, please contact 850,487,1395, *Pursuant to Section 455,275(IL Florida Statutes, effective October I, 20i2, licensees licensed under Chapter 455, F.S, must provide the Department with an emalladdress if they have one The rimails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an erriar address which can he made available to the public. To determine it you are a licensee under Chapter 455, F S, please click LVM. Product Approval Accepts: IN W E-3 M https://www.floridabuilding.org/pr/pr._app dtl.aspx9ppar am=wGEVXQwtDquJBmjg(,Jlj3N.. 7/20/2015 1111011101111h lawn" 0 11 Is Certificate of Authorization No. 29824 Boo BONO 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE STH EDITION (2014) Manufacturer. ATLAS ROOFING CORPORATION Issued June 29, 2015 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 770) 612-6267 Manufacturing Plants: Hampton, GA Meridian, MS Dangerfield, TX Ardmore, OK Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 150725,1507.2 7.1, 1523,6.5,1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES EjflW Report No. andara ywr PRI Construction Materials Technologies (TST5878) ATL-079-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-083-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-086-02-01 Rev 1 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL- 104-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-1 06-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-106-02.01 Rev I ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-107-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-107-02-01,1 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-109-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-1 16-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-I 18-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATLA 19-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-123-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-125-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-127-02-01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-132-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-133-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-135-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-136-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-137-02-01 Rev I ASTM 0 7156 2008d PRI Construction Materials Technologies (TST5878) ATI--138.02-01 Rev ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-143-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-144-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-151-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-162-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-167-02-01 ASTM D 3161 2009 PRI Construction Materials Technologies (TST5878) ATL-168-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-169-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-170-02-01 ASTM D 3462 2009 ATLI 3002A FL 16305-R4 Page I of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, ATLAS ROOFING CORPORATION CREEK Asphalt ShinglesITECHNICALSERVICES, LLC PRI Construction Materials Technologies (TST5878) ATL-171-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-172-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-174-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-179-02-01 TAS 100 1996 PRI Construction Materials Technologies (TST5878) ATL-184-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-185-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-186-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-187-02-01 ASTM D 3462 2009 PRODUCT DESCRIPTION GlassMasterlD 30 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Tough-MasterlD 20 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro-Cutt Hip & Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a Ardmore & Hampton) dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro-CutV Starter Strip ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed, Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462, ProLAMT" Architectural ASTM D 3161, Class F & ASTM 0 7158, Class H fiberglass reinforced, laminated Hampton & Meridian) architectural asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462 PInnacleQD Pristine, ASTM D 3161, Class F & ASTM 0 7158, Class H fiberglass reinforced, laminated Plinnacle1i Pristine architectural asphalt shingle with two, dashed, thermally -activated, self-sealing sealant Lifetime wiScotchgard stripes that complies with ASTM D 3462, Dangerfield, Hampton & Meridian) StormMaster6i Shake ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Dangerfield) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. StormMasterlD Slate ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Ardmore) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462, ATI-13002.4 FL 16305-R4 Page 2 or This evaluation report is provided for State of Florida- product approval under Rule 61G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC INSTALLATION Glassmastere 30 & Basic Wind Speed (Vst): Tough -Master® 20 Basic Wind Speed (Va8d) Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ) ATLAS ROOFING CORPORATION Asphalt Shingles Max, 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min, 19132 in, plywood or wood plank for new construction; Min. 15t32 in. plywood existing construction. In accordance with FBC requirements, Solidly sheathed min, 15/32 in. plywood or wood plank for new construction; Min, 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 5-inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using '6 Nail Pattern" detailed below. Installed with 5-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either'4 Nail Pattern" or "6 Nail Pattern" detailed below. T Naft Figure 1. GlassMasterO 30 & Tough -Master® 20 4 Nail Pattern (Non-HVHZ only) 3e" Nails, J" SW 12- 12- Figure 2. Glasslilaster(ID 30 & Tough-MasterlD 20 6 Nail Pattern ATI-13002.4 FL 16305-R4 Page 3 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does riot express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Prol-AMT" Architectural Basic Wind Speed (Von): Basic Wind Speed (Vad) Deck (HVHZ): Deck (Non-HVHZ); Underlayment, Min. slope: Installation (HVHZ): Installation (Non-HVHZ) ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min, 19/32 in, plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSEI existing construction. In accordance with FBC requirements, 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in, exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 6 in. exposure in accordance with FBC: requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. Figure 3. Prol-AM Tm Architectural Shingle 4 Nail Pattern (non-HVHZ only) Figure 4. Pro-LAMTm Architectural Shingle 6 Nail Pattern ATI-13002.4 FL 16305-R4 Page 4 of 9 This -- evaluation -- report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid, This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. PinnacieOD Pristine & Basic Wind Speed (Vw): StormMasterO Shake Basic Wind Speed (Vasa} Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ) ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min, 19/32 in, plywood or wood plank for new construction; Min, 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in, plywood or wood plank for new construction; Min. 7/16 in, OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21 12. Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 6 in exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "15 Nail Pattern" detailed below. Figure 5. Pinnacles Pristine and StormMaster1i Shake 4 Nail Pattern (Non-HVHZ only) Figure 6. Pinnacl*O Pristine and StormMasterilD Shake 6 Nail Pattern ATLI 3002.4 FL 16305-R4 Page 5 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid, This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are riot specifically addressed herein. StormMaster(Ri Slate Basic Wind Speed (Vut): Basic Wind Speed (Vaw) Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ) Installation (Non-HVHZ); ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min, 19/32 in plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction In accordance with FBC requirements; Solidly sheathed min. 15t32 in. plywood or wood plank for new construction: Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12, Installed with 8.5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "15 Nail Pattern" detailed below. Installed with 8.5 in, exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. T or Figure 7. Stormillillasteri8i Slate 4 Nall Pattern Figure 8. StormMasterilD Slate 6 Nail Pattern ATI-13002.4 FL 16305-R4 Page 6 of 9 This evaluation report is provided foe of Florida product approval under Rule 61G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. Pro-CutV Starter Strip Basic Wind Speed (Vut): Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min, slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max, 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in, plywood or wood plank for new construction: Min. 15/32 in, plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction, Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2.12 and in accordance with FBC requirements, Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached as shown below. Installed in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached as shown below. Figure 9. Pro-CutV Starter Strip ATI-113002A FL 16305-R4 Page 7 of 9 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK TECHNICAL SERVICES, LLC ATLAS ROOFING CORPORATION Asphalt Shingles Pro -Cuter Hip & Ridge Basic Wind Speed (V,,It): Max. 194 mph Basic Wind Speed (Vasa): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min, 19/32 in. plywood or wood plank for new construction; Min. 15/32 in, plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in, plywood or wood plank for new construction; Min. 7116 in, OSB existing construction. Underlayment: In accordance with FBC requirements, Min, slope: 2:12 and in accordance with FBC requirements, Installation (HVHZ and Installed with 5-5/8 inch exposure in accordance with RAS non-HVHZ): 115 (HVHZ only) and manufacturers published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Figure 10. Pro -Guth Hip & Ridge ATI-113002.4 FL 16305-R4 Page 8 of 9 This evaluation report is provided -- for - - State, of Florida product approval under Rule 6IG20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC LIMITATIONS ATLAS ROOFING CORPORATION Asphalt Shingles 1 ) Fire Classification is not within the scope of this evaluation, 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ, 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33-ft or less, 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail, 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 611320-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5th Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. VV%jjI ltir,# 1'r, R E NIS No 74021 STATE OF 0 Rks rtlj'QNPM 111111101" CERTIFICATION OF INDEPENDENCE 2015.06.2 9 12:55:48 04001 1 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will It acquire, a financial interest in any company manufacturing or distributing products under this evaluation, CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation, Zachary R, Priest. P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product, END OF REPORT ATI-13002A FL 16305-R4 Pa e 9 Of 9 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. A"111141, W-ft —0* N 1dr litw rm-1 mm, - M TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: ATLAS ROOFING CORPORATION 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 770) 612-6267 Manufacturing Plants: Hampton, GA Meridian, MS Dangerfield, TX Ardmore, OK Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1507,2.5, 11507,27. Properties: Physical properties, REFERENCES rnry PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) Certificote of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE ST" EDITION (201 1, 1523.6.5A Wind Resistance, Wind Driven Rain BQQQEI Ng. ATL-07"2-01 ATL-083-02-01 ATL-086-02-01 Rev I ATL-104-02-01 ATL-106-02-01 ATL-106-02-01 Rev I ATL-107-02-01 ATL-107-02-01A ATL-109-02-01 ATLA 16-02-01 ATL-1 18-02-01 ATL- 119-02-01 ATL-123-02-01 ATL-125-02-01 ATL-127-02-01 Rev 1 ATL-132-02-01 ATL-133-02-01 PRI Construction Materials Technologies (TST5878) ATL-135-02-01 PRI Construction Materials Technologies (TST5878) ATL-136-02-01 PRI Construction Materials Technologies (TST5878) ATL-137-02-01 Rev 1 PRI Construction Materials Technologies (TST5878) ATL-138-02-01 Rev 1 PRI Construction Materials Technologies (TST5878) ATL-143-02-01 PRI Construction Materials Technologies (TST5878) ATL-144-02-01 PRI Construction Materials Technologies (TST5878) ATL-151-02-01 PRI Construction Materials Technologies (TST5878) ATL-162-02-01 PRI Construction Materials Technologies (TST5878) ATL-167-02-01 PRI Construction Materials Technologies (TST5878) ATL-168-02-01 Issued June 29, 2015 YV@-r 2009 1995 1995 2009 2009 2009 1995 2009 1995 1995 1995 2008d 2009 2009 1995 2008d 1995 2008d 2009 1995 2009 1995 2009 2009 2008d 2008d 2009 1995 2009 1995 2009 1995 2009 2009 1995 PRI Construction Materials Technologies (TST5878) ATL-169-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-170-02-01 ASTM D 3462 2009 ATI-1 3002.4 FL 16305-R4 Page 1 of 9 aW-n4g-rd ASTM D 3161 TAS 107 TAS 100 ASTM D 3462 ASTM D 3462 ASTM D 3161 TAS 107 ASTM 0 3161 TAS 107 TAS 100 TAS 100 ASTM D 7158 ASTM D 3462 ASTM D 3462 TAS 100 ASTM 0 7158 TAS 100 ASTM D 7158 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 ASTM D 3462 ASTM D 3462 ASTM D 7158 ASTM D 7158 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 ASTM D 3462 TAS 100 ASTM D 3161 ASTM D 3161 TAS 107 This evaluation report is provided for State of Florida productI approval under Rule 61G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKa ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES, LLC PRI Construction Materials Technologies (TST5878) ATL-171-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-172-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-174-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-179-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL- 184-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-185-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-186-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-187-02-01 ASTM D 3462 2009 PRODUCT DESCRIPTION GlassMaster4D 30 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Tough -Master® 20 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462 Pro -Cut® Hip & Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a Ardmore & Hampton) dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut® Starter Strip ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed, Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ProLAM"* Architectural ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Hampton & Meridian) architectural asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. PinnacleV Pristine, ASTM Q 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Pinnacle4D Pristine architectural asphalt shingle with two, dashed, thermally -activated, self-sealing sealant Lifetime w/Scotchgard stripes that complies with ASTM D 3462. Dangerfield, Hampton & Meridian) StormMasterO Shake ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Dangerfield) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. StormMasterO Slate ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Ardmore) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462, ATL13002.4 FL 16305-R4 Page 2 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LUP INSTALLATION GlassMasterlD 30 & Basic Wind Speed (VAt): Tough -Mastery 20 Basic Wind Speed (Vasa) Deck (HVHZ): Deck (Non-HVHZ): Undedayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min, 15/32 in, plywood or wood plank for new construction: Min. 7/16 in, OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements, Contact the Atlas Roofing Corporation when installing at slope greater than 21:12 . Installed with 5-inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using '6 Nail Pattern" detailed below. Installed with 5-inch exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either 'A Nail Pattern" or "6 Nail Pattern" detailed below. 36' 7- Nails 4 Ur 4 12- —+— 12- Figure 1. GlassMaster(ID 30 & Tough-MasterO 20 4 Nail Pattern (Non-HVHZ only) W Nails 12" US" 12- 12- Figure 2. GlassMasterilD 30 & Tough -Master® 20 6 Nail Pattern ATLI3002.4 FL 16305-R4Page 3 of 9 This evaluation report is provided for State of Florida product approval- I u - rider Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ATLAS ROOFING CORPORATIONCREEKAsphaltShinglesATECHNICALSERVICES, LLC ProLAM"m Architectural Basic Wind Speed (Veit): Basic Wind Speed (Vase) Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ) Max. 194 mph Max. 150 mph In accordance with FBC requirements: Solidly sheathed min, 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min, 15/32 in, plywood or wood plank for new construction; Min. 7/16 in. CISB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either 'A Nail Pattern" or "15 Nail Pattern" detailed below, MM Figure 3. Prol-AMTm Architectural Shingle 4 Nail Pattern (non-HVHZ only) Figure 4. Pro-LAMIm Architectural Shingle 6 Nail Pattern ATI-13002A FL 1M5-R4 Page 4 of 9 Thisevaluationis provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK TECHNICAL SERVICES, LLC PinnackO Pristine & Basic Wind Speed (Vjt): StoffnMastere Shake Basic Wind Speed (Vasd): Deck ( HVHZ): Deck ( Non-HVHZ): Underlayment, Min. slope: Installation ( HVHZ) Installation ( Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max, 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC; requirements. 2: 12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in, exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 6 in, exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "13 Nail Pattern" detailed below. MM. 129. TVP CD C=1 J U 67V Figure 5. Pinnacles Pristine and StormMasterO Shake 4 Nail Pattern (Non-HVHZ only) Figure S. PinnacloOD Pristine and StormMasterO Shake 6 Nail Pattern ATI- 113002.4 FL 16305-R4 Page 5 of 9 This evaluation report is provided for State of Florida - product- approval under Rule 6IG20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, I-L* StormMaster(Iii Slate Basic Wind Speed (Vm)_ Basic Wind Speed (Vasd): Deck (HVHZ): Deck (Non-HVHZ) Underlayment: Min. slope: Installation (HVHZ)i Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max, 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min, 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15t32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 8.5 in, exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using '6 Nail Pattern" detailed below. Installed with 8.5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either 'A Nail Pattern" or "6 Nail Pattern" detailed below. Figure 7. StormMasterO Slate 4 Nall Pattern 91J-L Figure 8. StormililasterS Slate 6 Nail Pattern ATI-13002.4 FL 16305-R4 Taqe 6 of 9 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, L.LC Pro-CutV Starter Strip Basic Wind Speed (Vuit): Basic Wind Speed (Vasa) Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ) ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements, Solidly sheathed min, 19/32 in. plywood or wood plank for new construction; Min 15/32 in, plywood existing construction. In accordance with FBC requirements; Solidly sheathed min, 15132 in, plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12, Installed in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached as shown below. Installed in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached as shown below. Figure 9. Pro-CutV Starter Strip ATU 3002.4 FL 16305-R4 Page 7 of 9 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK TF-cHNICAL SERVICES, LLC ATLAS ROOFING CORPORATION Asphalt Shingles Pro-CutV Hip & Ridge Basic Wind Speed (Vw): Max. 194 mph Basic Wind Speed (Vaw): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in, plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min, slope: 2:12 and in accordance with FBC requirements. Installation (HVHZ and Installed with 5-5/8 inch exposure in accordance with RAS non-HVHZ): 115 (HVHZ only) and manufacturers published installation instructions. The direction of the exposed end shall be away from the prevailing wind. 12 9a. 1-1/2" ring shank nail T 12" V Figure 10. Pro-CutV Hip & Ridge ATLI 3002.4 FL 16305-R4 Page 8 of 9 This evaluation report is -provided for State of Florida product approval under Rule 6IG20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL- SERVICES, LLC LIMITATIONS ATLAS ROOFING CORPORATION Asphalt Shingles 1 ) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTIVI D 7158 applies to exposure B & C with a building mean roof height of 33-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck, 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3, COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 51h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. ovViiIIII111#11 R p 2015.06.2 s- No 74021 9 12:55:48 0R cc Z 04'00' P STATE OF 14/ Z e 0 A' 0 R Zachary R. Priest, P.E. ONA\,''%N%% Florida Registration No. 74021 ett 111111100 Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation, CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation, Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest In any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial Interest in any other entity involved in the approval process of the product. END OF REPORT ATI-13002.4 FL 16305-R4 Page 9 of 9 This evaluation report is provided for siate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, Florida Building Code Online Page I of I KIS Home Log In User lklirgiStriltl(fn Hot Topics Submit Surcharge Sta Facts Publications F8C Staff 11C15 Site Had links SearchBst' nest l`, ZZ, Product ApproVall us— Public userP6 Regulation AppilicAtlart Llot Search Criteria Code Version 2014 FL# 15216 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL, Design Pressure ALL Other ALL F,L#, Type MAlitilitActilim "RoatedilY 'Rotuti, Revision InterWrap, Inc. John W. Knezevich, PE Approved U r Y Category: Roofing (954) 772-6224 Subcategory, Underlayments c2owu us a-mileg: s - The State of Florida is an Aa(eE0 employer, EEbWd Sti ;: :: Under Florida low, email addresses are public records, if you do not want your it -mail address released in response to 8 Public -records NiQuOt, C10 not Send electronic mail to this entity. instead, contact tire office by phone or by traditional mail, Ir you have any questions, please concoct 850.407.1395, 'Pursuant to Section 455 * 275(t), Florida Statutes. effective October 1, 2012, licensees licensed under Chapter 455, F.S. most provide the Department with an email address It they have one. The emails provided may be used for official communication With the 11COMS". However email addresses are public record, If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the pubftc;. To determine If you are a licensee under Chapter 455, F,S., phase cIh* Imp,,. Product Approval Accepts' Rffj * 9 F-1 IM https:// www.tloridabuilding.org/pr/pr_app_lst.aspx 7/20/2015 Florida Building Code Online Page I of 2 K'ii,,,,,,,wjj,e OCIS Hoff* I L0,9 m 1 U%01 Reg'stratiOn I Hot TOPICS P Bus iense Product Approval ro sl Unla 1 R, USER; Public; User f1.1 FRI FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/ Email Authorized Signature Technical Representative Address/Phone/ Email Quality Assurance Representative Address/Phone/ Email Category Subcategory Compliance Method brrut Surcharge I RAS IN FaCts ; Publications I Fec staff BC15 Sim map I ur" soorcr, Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FLI5216-R2 Revision 2014 Approved InterWrap, Inc. 32923 Mission Way Mission, NON - US 00000 551) 574- 2939 mtupas*interwraP. com Eduardo Lozano elozano@interwrap,corn Eduardo Lozano 32923 Mission Way Mission, NON - US 00000 778) 945- 2891 elozano0inLerwrap.com Roofing UnderlaymenLs Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcupy Received Robert Nerninen PE-59166 Intertek Testing Services NA Inc. - ETL/Warnock Hersey 1111712015 John W. Knezevich, PE Validation Checklist - Hardcopy Received F t" I VIA"AZ 1507.23 1507.5. 3 1507.8. 3 1507.93 1507,9. 5 T1507.8 https://www. floridabuilding.orv.lprlpr__app_dtl,aspx?parain=wGEVXQwtDqv3yVVKJZIQ... 7/20/2015 r Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL Of Model, Number or Name 15216.1"- ---TRhinoRoof (;riiJe1I.ynents" Limits Of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: N/A Design Pressure: N/A Other: See ER Section 5 for limits of Use. Method 2 Option B 04/28/2015 04/2912015 05/04/2015 06/23/2015 Description Synthetic roof underlayments Installation Instructions Verified By: Robert Ntemillen PE-59166 Created by Independent Third Party: Yes Evaluation Reports ERW 001, Created by Independent Third Party: Yes Kil "o.,] contact us :: t TEOQO"11 1 .- The State of Florida Is an AA/EEO employer, PO rlt:; 8=51qAtbL4WM" under Florida 14-1 email addresses are public records. It you do not went your e-mail address released in response to a public -records request, do not sand electronic mail to this enuty. Instead, contact the office by phone or by traditional mac. If you have any questions, plea" contact 850.487,1395, 'Pursuant to Section 455,275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide, the Department with an ill"'Nun address it they have one, The enrulds provided may be "to lot official corrvmtririeation wttb the kenne, however email ardiesne are public record. 11 you do not Wish to supply a personal address, please provide the Department wrt, an noted address which can be Made available to the public. To determiner if you are a licensee under Chapter 4s5, F,S,, piton click ftjdlit,, product Approval Accepts- 0 WA N M wk,114111%," I'M I htips://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqv3yVVKJZIQ... 7/20/2015 EXTERIOR RESEARCH & DESIGN, LI.C. Certificate of Authorization #95O3 353 CHRISTIAN STREET, UNIT #13 TRINI"Ty ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Interwrap, Inc. Evaluation Report 140SI0.02.12-RZ 32923 Mission Way FLIS216-112 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2: 04/27/2015 SCOPE. This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5" Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhInoRoof Underlayments LAIIIEUNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED Compuwv This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes, Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. AovERTtsEmENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or Its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 k* Y The facsinige 5"1 appearing was authorized by Robert Niolhiflon, Is'. ...... PE on 04127/2015 This does hot torw as An electronically signed document. Signed, sealed har4coples have been transmitted to the Product Approval Administrator And to tht horned client CERTIFICATION OF INDEPENDENCE: 1. Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD Is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being Issued. 4, Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category- Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: 51ctign PrgggrJ1p,1 Atal)4arcl Year 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.93, 1507,9,5 on Heating 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM 04869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: loft WMI[latim Ref&tengg PM ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395CO(I-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION; 4.1 RhInoRoof UZO is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type 11 felt or D4869 Type 11 felt. RhinoRoof Underlayment is available In 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report Is not for use in the HVHZ, 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product, SA RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 515 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TAOLE 1: ROOF COVER OPTIONS Underlayment Asphalt Shingles Nall -On Tile Foam -On Tile Metal Wood Shakes Shingles Slate or Simulated Slate RhinoRoof U20 Yes No No Yes Yes No 56 Exposure Limitations: 5.15A RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc, published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or 11 or D4869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, U.C. Evaluation Report KO510,02.12-11112 Certf)kote of Authorization #9503 FLIS216-RZ Revision 2:04/27/2015 Page 2 of 3 TRINITY ERA 613 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. A RhinU20: 6. 4,1 Eagengirs; For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2, The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-Inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6. 4.2 Sinele Laver: Roof Sjggc > 4;12: End ( vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. if this occurs, remove the cap nail and patch the hole In accordance with Interwrap published instructions. 6. 4.3 QgU§le Laver: 2:12 < R f§lqpS<4,12: End ( vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course, Continue as noted in 6.5, but maintaining minimum half - width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS. Contact the manufacturer or the named CIA entity for information on plants covered under Rule 61G20-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY.* Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 11110510.02.12-R2 Certificote ofAuthorizotion #9503 FLIS216-RZ Revision 2:04/27/201S Pop 3 of 3 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 Ji TRINITY ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Interwrap, Inc. Evaluation Report 140510.02.12-R2 32923 Mission Way FLIS216-R2 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2:04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5'h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change, Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes, Trinity] ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 the facsimile seal appearing was authorized by Ronan Mammon. P.E.-041271201S This doe, net se" as an elaattonfwtty signed document Signed, waited hardcoples have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE. 1. TrInitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing of distributing products it evaluates. 2. Trinity l ERD is not awned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity Involved in the approval process of the product, 5, This is a building code evaluation, Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein, 2. STANDARDS: Segion PrgpeEne 511110410 XM 1507.2.3,1507.5.3, T15074 Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507,9.5 on Heating 1507.2.3, 1507.5.3, 1507.83, Unrolling, Tear Strength, Pliability, Loss on ASTM 04869 2005 1507,9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Ir1=1 Eaminitlan utemm 2W ITS (TST1509) Physical Properties 100539395COO-006 10/27/2011 ITS (TST1509) Physical Properties 100539395C00o002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 41 RhinoRoof UZO Is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type 11 felt or D4869 Type 11 felt, RhinoRoof Underlayment is available In 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrInItyjERD nor Robert Nieminen, P.E. are, In any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product Is specifically referenced within FBC approval documents. if not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Wood Shakes slate or Underlayment -0. Foam -On Tile Metal i Shingles Nall Tile Shingles Simulated Slate RhInoRoof U20 YIE11, No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhInolloof Underlayment shall not be left exposed for longer than 30-days after Installation. 6. INSTALLATION: 6A RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth In Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published Installation instructions and the requirements for ASTM 0226, Type I or 11 or D4869, Type 11 undedayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140510.02.I2-RZ Certificate ofAuthorization #9503 FLIS216-RZ Revision Z: 04/Z7/2015 Page 2 of 3 TRINITY ERI 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. A RhInaBoSdU20; 6.4,1 Fj§jeEjCr;; For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted In 6.4,2. The use of staples Is prohibited, For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6,4,2 ja&&L=U Bg2f 5looe > 4:12: End (vertical) laps shall be minimum 6-Inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure:S 24 hours, use of every -other fastening location printed on the surface Is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be Positioned over cap nails. If this occurs, remove the cap nail and patch the hole In accordance with Interwrap published instructions. 6.43 QgSjhlg Laver: jjjj.:SR f i < 4.12: End ( vertical) laps shall be minimum 12-Inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6,5, but maintaining minimum half - width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS. Contact the manufacturer or the named CIA entity for Information on plants covered under Rule 61G20-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 1405I0-02.12-R2 Certificate of Authorization #9503 FLIS216-R2 Revision 2: 04/27/201S Page 3 of 3 0211112015 13:41 fAX) P-0021004 MIAMI-DADVCQIUNTYIAM FRODUCT CONTROL SECTION I ISM SW 26 Stfoat, Room 209 DEPARTMENT OF RLGVLATORY AND ECONOMIC RUQURCSS (M) Mleati, Florida 33175.2474 ROARD AND CODE ADMINISTRATION Dlyworl T (746)315-2590 F (7$6) 313.2599 NOTICE OF ACCEPTANCE ffOA) Southeastern Metals Manufacturing Company, Inc. 11801 Industry Drive Jacksonville, FL 32218 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and Acoopted by Miarni-Dadc County RER -Product Control Section to be used in Miami Dade County and other areas where Allowed by the Authority Having Jurisdiaiou (AHI). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami Daft County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance pUrpom. If this product or material flits to perform In the accepted mannot, the manufacturer will incur the expense of such testing And the AIV may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. REX reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code Including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION; Weather Vent IARELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement- "Miami -Dade County Product Control Approved", union otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TIRMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NCIA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEKKNT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, than it shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No, 08-0423,01 consists of pages I through 3. The submitted documentation was reviewed by Juan S. Colloo, R.A. NOA No.: 13-0814.09 NMI Erpirstion Date: 04/15/19 Approval Date. Ot/23114 Page I of 3 It 0211112015 13:42 M P.0031004 Category: Roofing Sub -Category: Ventilation Material: Steel Minimum Slope: 212 TRADE NAMES OF PRODUCTS MANUFACTURED OR 1A9XM BY APPLICANT: Hand"lung III Test Product Aguftull IRKAGSAWAN Romdallon Weather vem Vent: 4- K" x 19" x 46" TAS 100 Galvanized metal roof vent Deck Flange: 24" x 52" Thickness: 0.0217 inch: MANuFAmmG LOCATION 1. Jacksonville, FL EVIDENCE SUBMTTXD 1111,Agwy Ini Idimilfier Test KsmotReriort R1110 PRI Asphalt Technologies, Inc, TAS 100 SEM-002-02-01 OV14/03 ICC-n AC 132 SEM-027-02-01 01/07114 APPRovzD AimucATioNs: Dock Type: Wood Dock Description: 15/n" or greater plywood or wood plank System Type Mechanical attachment of vent for shingle roofs Cutout: Mark A 3%" x 46" opening centered between layout lines and aligned minimum 6 inches from the ridge. Set blade to thickness of sheathing and cut opening. Brush away sawdust and debris. Installation. Vents should be evenly spaced on the rear slope of the roof. Center vent in opening and set it in a 1/8" thick of an appfovcd ASTM D 4586 asphalt roofing cement. Secure vent to the roof deck with I-K" galvanized ring shank roofing nails spaced approx. 8" o.c. and I" from the outside edge of the flange. Use a minimum of IS nails per vent. Seal all nails and vent flange with an approved ASTM D 4586 roofing cement. (See drawings herein). Net Free Area: 99 square inches, NOA No.. 13-481448 Expiration Data. 04/I3119 Approval Date; 01123/t4 Pug* 2 of 3 0211112015 13:43 LIMITATIONS: t. Refer to applicable building code for required ventilation. 2. Weather Vent shall comply with the manufacturer's current published application instructions and the requirements set forth in the applicable building code. 3. This acceptance is for Installations over asphaltic shingle roofs only. 4. Weather Vent shall not be installed on roof mean heights greater than 33 feet. 5. All products listed herein shalt have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code, 6. All approved products listed herein shall be labeled and shall boar the imprint or identifiable marking of the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below: DRAWINGS ROOF FLANGE NAIL PLACEMENT e I e s I' END OF THIS ACCEPTANCE NQA No.: 13-0814.08 Expiration Date: 04115119 Approval Date: 01Pl3f14 Page 3 of 3 Florida Building Code Online t , t( Page I of 3 at eta (`. SCIS Flame C l.og In { User Registration Not TOPICS ( Submit Surcharge Stats a Facts I Publications FBC Staff ( BCIS Site Map Links i Smartt f J }i # (JoProduct Approval utilk: User Regulation 1aa1a W Air Yl4at! ' S i. i?e'sLf" f. i'S lq > ftvM tfit`- lLv'( GGI' > ERR... I n Application petal! ti t tt}.. FL # FL2197-R5 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MITek Industries, Inc. Address/Phone/Email 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 63017-5746 314) 851-7480 Ext 7480 dwort@mii.com Authorized Signature David Wert david.c.wert@mU.com Technical Representative David Wert Address/Phone/Email 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 630175746 314) 851-7480 dwerto mii. com Quality Assurance Representative David Wert Address/Phone/Email 14515 North Outer Forty Suite 300 Chesterfield, MO 63017 314) 851-7480 dwertamii.eom Category Structural Components Subcategory Truss Plates Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity Quality Auditing -Institute Ltd. Quality Assurance Contract Expiration Date 12/31/2015 Validated By ICC Evaluation Service, LLC. Certificate of Independence EPAT'95 Q),,,,G ,i igp £f(Itid d 4d .fQf yr2 Lt Siilx Referenced Standard and Year (of Standard) Year ANSI/TPI 1 2007 Equivalence of Product Standards Certified By Sections from the Code http;//www.floridabuilding.org/prlpr_a pp dtl.aspx?param—wGEVXQwtDgvrTEx%2bbkf... 7/20/201 S Florida Building Code Online Page 2 of 3 Product Approval Method Method I Option C Date Submitted 06/11/2015 Date Validated 06/30/2015 Date Pending FBC Approval Date Approved 07/05/2015 Summary of Products Name i DescriptionnotModel, Number or 2197.1 MISSHS 18 ga. super high strength truss connector plate Limits of Use Installation Instructions Approved for use In HVHZ: Yes CUM Approved for use outside HVHZ. Yes Verified By: ICC Evaluation Service, LLC Impact Resistant; N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1988 Supplemental for the Florida Building Code 2197.2 M 116 16 ga. truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ; Yes Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant. N/A Created by Independent Third Party: Design Pressure- N/A Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1311 Supplemental for the Florida Building Code 2197.3 MT18HS f 18 ga. high strength truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes NWL'Ri Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1988 Supplemental F12197_'M AF_"Jk5K_,19#4,"Pqf for the Florida Building Code 2197.4 MT20 20 ga. truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ. Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other, Can use HVHZ per [CC -ES ESR-1988 Supplemental for the Florida Building Code 2197,5 IMT20HS 120 ga. high strength truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes EUM-n-M. LOW Approved for use outside HVHZ* Yes Verified By: ICC Evaluation Service, LLC Impact Resistant. N/A Created by Independent Third Party: Design Pressure, N/A Evaluation Reports Other. Can use HVHZ per [CC -ES ESR-1311 Supplemental FLZ1,qQ,__M _AE_L%-J_j1U1d1 for the Florida Building Code. QoIlia-vil The State of Fonda Is an AAJEEO employer. Under Florida [a., email addresses are public records. If you do not want your e-mail address released in response to a public-recor0s request, do not send electronic mail to this entity, Instead, contact the office by phone or by traditional mail. If you have any questions, please contact $50.487.1395, -Pursuant to Section 455.275(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address it they have one. The ernalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email bddreSii which an be made available to the public. To determine it you are a licensee under Chapter 455, FZ., please click haL, Product Approval Accapita; aw f" 92 M https://www.floridabuilding.org/pr/i)r—a d I.aspx?param--wGEVXQwtDqvrTEx%2bbkf.. 7/20/2015P.v— t . Florida Building Code Online Page 3 of 3 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvrTEx%2bbkf,., 7/20/2015 Excerpt from ICC-ES ESR-1311, Revised November 2011 INSTALLATION All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. Trusses must be assembled within the tolerances specified in ANSI/TPI 1, Chapter 3, Quality Criteria for the Manufacture of Metal - Plate -Connected Wood Trusses. Excerpt from !CC -ES E"SR-1311, Revised November 2011 INSTALLATION All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. Trusses must be assembled within the tolerances specified in ANSI/TPI 1, Chapter 3, Quality Criteria for the Manufacture of Metal - Plate -Connected Wood Trusses. DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES SECTION: 0617 53--SHOP-FABRICATED WOOD TRUSSES REPORT HOLDER: MITEK INDUSTRIES, INC, 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 EVALUATION SUBJECT: MITEK" TRUSS CONNECTOR PLATES: M-16, M11 16, M-20, MII 20, M-20 HS, MII 20 HS AND MT20HSTM 1C{,t ' ICC ICC C PMG LIS Look far the trusted marks of Conformityl 2014 Recipient of Prestigious Western States Seismic Policy Council 1 WSSPQ Award in Excellence" A Subsidiary of ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use There is no warranty by ICC Evaluation Service, GGC, express or implied as to any finding or other matter in this report, or as to any product covered by the report. Copyright 9) 2015 Reissued June 2015 This report is subject to renewal June 2017. www.1cq-!R - o, I r - -6587 1 (562) 699-0543 A Subsidiary of the International Code Council@S1 (800) 423 DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 06 17 63-Shop.Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14616 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 wo.mil,com EVALUATION SUBJECT: MITOO TRUSS CONNECTOR PLATES: M-1 6, Mill 16, M-20, M11 20, M-20 HS, Mill 20 HS, AND MT20HS'- 1.0i EVALUATION SCOPE Compliance with the following codes: 0 2012, 2009, 2006 international Building Code (IBC) 0 2012, 2009, 2006 international Residential Code (I RC) 0 2013 Abu Dhabi International Building Code (ADIBC)l The ADIBC is based on the 2009 IBC. 2009 18C code sections referenced in this report are the same sections in the ADtBC Prop" evaluated: Structural 2.0 USES MiTeke metal truss connector plates are used as joint connector components of light wood frame trusses, 3,0 DESCRIPTION 3.1 MiTek*M-16and MCI 16: Model M-16 and Model Mil 16 metal truss connector plates are manufactured from minimum No. 16 gage [0.0575 inch total thickness (1.46 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating 10,0005 inch thickness on each side (0.013 mm)] and having a base - metal thickness of 0.0565 Inch (1.44 mm). Slots 0.54 inch 13. 7 mm) in length are punched along the perpendicular axis of the plates. The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionally shaped into a twisted concave form, facing the slot cutout area. Teeth are 0.16 inch (4.1 mm) wide and 0.37 Inch 9. 4 mm) long, and there are 4.8 teeth per square inch 0. 0074 teeth per square millimeter) of plate area. Plates are available in 1-inch (25.4 mm) width increments, up to 12 inches (305 mm), and lengthwise in 1114-inch (31.7 mm) multiples. See Figure 1 of this report for details. 3. 2 MiTee M-20 and Mil 20: Model M-20 and Model Mll 20 metal truss connector plates are manufactured from minimum No. 20 gage 10,0356 inch total thickness (0.9 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0,013 mm)] and having a base - metal thickness of 0,0346 inch (0.88 mm). The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0.45 inch 1 1A mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0.15 inch 3, 8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0,25 inch (6A mm). Each slot has a 0.33-inch-long (8A mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point. See Figure I of this report for details. 3. 3 MITee M-20 HS, Mil 20 HS, and MT20HS": Models M-20 HS, Mll 20 HS, and MT20HSTm metal truss connector plates are manufactured from minimum No. 20 gage [ 0.0356 inch total thickness (0.9 mm)), ASTM A653 Grade 60, high -strength, low -alloy steel with improved formability ( HSLAS-F), with a 060 galvanization coating 0, 0005 inch thickness on each side (0,013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 3/ 4-inch-by-1-inch (19 mm by 25.4 mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal, Each module has three slots, 0. 45 inch (11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth. Each module is separated by a 0,25-inch-wide (6.4 mm) strip of unpunched steel. The transverse centerlines of adjacent slots are staggered 0.15 inch (3.8 mm) in the longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch 6. 4 mm). Each slot has a 0.33-inch-long (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point. See Figure I of this report for details. 4. 0 DESIGN AND INSTALLATION 4. 1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, 1CC- ESEvaluation, Reports are not to he construed as represen(ingaesthelics or any other attributes not specifically addressed, nor are they to be construed 1101ML as an endorsement ofolie subject of the report or a recommendation for its use ybere is no warranty by !CC Evaluation Service, UC' express or implied, as (Q;W to any findingor other matter in this report, or as to any product covered by the report. P 0 ram Copyright 0 2015 Pap 1 of 5 ESR-1311 I Most Widely AEcepted and Trusted Pave 2 of multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into * stawv.m/x finish roller press. 5.4 Trusses must be assembled within the tolerances specified in ANGi/TPI 1, Chapter 3 Quality Criteria for the Manufacture ufMmtm|-Plm+a'ConnectedWood Trusses. 4. 2 Allowable Design Values: Allowable design values fmMiTee metal truss connector plates to be used in the design of metal plate connected wood roof and floor trusses are shown inTables 1and 2ny this report. Allowable design values are applicable when the connection is made with identical plates on opposite sides o*the joint. This evaluation report is limited to the evaluation ofconnection capacity ofthe K8iTeh—metal truss mnnmagnr platen listed in this report. The deoign, monufuctue, and installation of trnmuwa employing the truss plates have not been evaluated. Allowable values shown in Table 1 have not been adjusted for metal connector plates embedded in fire - retardant -treated or preservative -treated lumber. Proper adjustments most be made in mcpon1eoom with the requirements indicated in m current | CO'ES evaluation report issued to the chemical treatment mmnufactwmr if the evaluation report does not contain information on the adjustments, the chemical manufacturer must hecontacted for this information. Compliance with Section 2304.9.5 of the IBC and Section R317. 3ofthe }RC(Section R319.3nf the 2006)RC)ioalso required. 6' 0 CONo|TpOW$ OF USE The MiTexw Industries meta( 1mon connector plates described in this report comply with, or are suitable alternatives ¢,what is specified in. those codes |} owd in Section 1.0 of this report, subject to the following 6.1 This evaluation and themanufacturer's published installation instructions, when required by the code official, must be submitted at the time of permit application. In the event of a conflict between the manufacturers published installation instructions and this document, the instructions in this document govern. 6.2 Each application for a building permit, using these metal truss connector plates, must be accompanied by documentation showing that the design, manufacture, and proposed installation conforms with the requirements of the applicable code. 5. 3 This report establishes plate design values only, For items not covered by this report, such as truss design, 5.6 5.6 hJ 5.8 fabrication, quality assurance and special inspection, refer to the applicable version of ANSVTp| 1, engineering drawings and the applicable code. The design values (allowable lateral resistance values and effective tension and shear resistance allowable design values) used in the design of trusses, using MiTakm Industries metal truss connector plates, must not exceed VAnoe listed in ToWnu 1 and 2 of this report. Load combination reductions must be in accordance with the applicable code. All lumber used in the fabrication of trusses using MiTekm Industries metal tmnu connector plates must be graded in compliance with the applicable building code and must have m moisture content not exceeding 19 percent at the time of assembly. Wet emmioe factors fromANS\/TP\ 1 Section6.4 must be applied to the table values when the lumber moisture content exceeds 19 percent. Allowable va\wau shown nthe tables pf this report are not applicable \ometal connector plates embedded in either fire -retardant - treated lumber or preservative -treated lumber. Metal *uoo connector plates mug be installed in pairs, onopposite faces oftruss members. Ga|vanizodGOO metal truss plate connectors subject to onnnu|vw environments must be protected in accordance with Section 6.5ufANS{/TP|1. M\Texw metal truss connector p|avau are manufactured in Saint Chenmn, Missouri; Tu||**un, Ahzonu Tampa, Florida; Edon$on, North Carolina; and Bradford, Ontario, Canada. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the National Design Standard for Metal Plate Connected Wood Tmnw Construction, AN8|/TP| 1. 6.2 Manufacturer's descriptive literature. 6.3 Aquality control manual. 7'0 IDENTIFICATION The MiTekouunnectom are identified by an imprint of the plate name embossed into the surface of the plate (for example, the M-16 plate isembossed ^M-1W1.Additionally, boxes containing the connector plates must be labeled with the Mnek* Industries name, the metal connector plate model, and the evaluation report number (ESR'1311). ESR-1311 1 Most Widely Accepted and Trusted Page 3 of 5 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (lb/in'/PLATE) LUMBER SPECIES SG AA EA AE EE M-16 AND Mill 16 Douglas fir -larch 0.5 176 121 137 126 Hem -fir 0,43 119 64 102 98 Spruce -pine -fir 0.42 127 82 75 107 Sothem pine 0.55 174 126 147 122 M-20 and Mil 20 Douglas fir -larch 0.5 220 195 180 190 Hem -fir 0.43 185 148 129 145 Spruce -Rine -fir 0.42 197 144 143 137 Southern pine 0.55 249 190 184 200 M-20 HS, Mil 20 HS and MT20HS Douglas fir -larch 0.5 165 146 135 143 Hem -fir 0,43 139 111 97 109 Spruce -pine -fir 0.42 148 108 107 103 Southern pine 0.65 187 143 138 150 For $l: 1lWin' = 6.9 kPa. NOTES: Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite sides of joint. AA = Plate parallel to load, wood grain parallel to load EA = Plate perpendicular to load, wood grain parallel to load AE = Plate parallel to load, wood grain perpendicular to load EE = Plate perpendicular to load, wood grain perpendicular to toad 3All itruss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. TABLE 2-EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY FORCE DIRECTION M- 16 AND Mil 16 M-20 AND M1120 M-20 HS, MI120HS AND MT20HS EfficleRncy PcundatinchtPair of Connector Plates Efficiency I PoundslinchtPair of Connector Plates Efficiency Poundsfinch/Pair of Connector Plates Tension Values in Accordance with Section 5A.4.2 of TPI-1 (Minimum Net Section over the Joint)' Tension 00 0.70 J 2012 0.50 880 0.59 1505 Tension 900 0.36 1 1013 0.47 820 0,48 1219 Tension Values in Accordance with TPI-1 with a Deviation [see Section 5.4.9 (a)) Maximum Net Section Occurs over the Joine Tension @ 00 0.68 1945 0,62 1 1091 0.67 1716 Tension @ 900 0.30 849 0.48 841 0.52 1321 Shear values Shear @ 01 0.54 1041 0.49 574 0.43 761 Shear @ 300 0.61 1173 0A3 738 0.61 1085 Shear @ 600 0.73 1402 0.79 936 0.67 1184 Shear Q 9W 0.55 1055 0.55 645 0,45 792 Shear @ 1200 0.48 914 0.42 490 0.34 1 608 Shear Cat 1500 0.35 672 0.461 544 0.3 1 537 For SI: 1 ibtinch = 0,175 N/mm, 1 inch = 25.4 mm. NOTES: Minimum Net Section - A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates, this line passes through a line of holes. Maximum Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, this tine passes through a section of the plate with no holes. ESR-1 311 1 Most Widely Accepted and Trusted Page 4 of 5 O 0 10 I M-16, M1116 0 125* 0 2w 0 125" Taft 6 A trim 3 2MM OD0000GOODDO x DDOODDOODU D 4;r, 10H tl MM I M-20, M1120 FIGURE 1—APPROXIMATE DIMENSIONS OF MiTEK CONNECTOR PLATES (in Inches) ESR-1311 I Most Widely Aoee ted and Trusted Pa e 5 of 5 0, t w 0,2w 0 3W 0 3465r 32mm 64mm 127mm 93mm 000 Duo Dun 00 ODD ODD DODODOD 77 T-i0D DOD DDD 115DD DDD DOD I IDDD..DOD_ ODD ...___ wcrrH M-20 HSI MII 20 HSI MT20HS FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in Inches) (Continued) ICC-ES Evaluation Report ESR-1311 CBC Supplement Reissued June 2015 This report is subject to renewal June 2017. WwwJqc-qs.oEg 1 (800) 423-6687 1 (662) 699-0643 A Subsidiary of the International Code Council' DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 0617 63—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14516 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 wwwa-11."M EVALUATION SUBJECT: MITek* TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, Mill 20 HS, AND MT20HST* 1.0 EVALUATION SCOPE Compliance with the following code; 2010 Califomia Building Code (CBC) Property evaluated: Structural 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the MiTeke truss connector plates M-16, Mil 16, M-20, Mll 20, M-20 HS, Mll 20 HS, and MT20HSTm, described in master report ESR-1311, comply with CBC Chapters 16, 16A, 17, 17A, and 23, when design and installation are in accordance with the International Building Codee provisions described in the master evaluation report and with Chapters 16, 16A, 17, 17A, and 23 of the CBC. Thissupplement expires concurrently with the master evaluation report, reissued in June 2015, CC -ES Fuatuallon Reports are not to he construed as representing acsthelt" or any other attributes nolsimciftrally addressed, "or are they to be construed as an endorsement ofthe subject of the report or a recommendation far its use. There is no warranty by ICC FratuationService, 11C. "press or ott#ted, as t. 10 anyfinding or other mailer in this report, or as to any product covered by the report, copyright 0 2015 Page 1 of 1 FBC Supplement Reissued June 2015 This report is subject to renewal June 2017. fflM_1gc:gs,2Eg 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council' DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 53—Shop-Fabricated Wood Trusses REPORT HOLDER; MITEK INDUSTRIES, INC. 145115 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-11200 MR.S9111 EVALUATION SUBJECT: MITeeTRUSS CONNECTOR PLATES: M-16, Mil 116, M-20, Mill 20, M-20 HS, Mll 20 HS, AND MT20HS- 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTee Truss Connector Plates M-1 6, Mll 16, M-20, Mll 20, M-20 HS, Mll 20 HS, and MT20HS114, recognized in [CC -ES master report ESR-1 311, have also been evaluated for compliance with the codes noted below. Applicable code editions: 4 2014 and 2010 Florida Building Code —Building 0 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTeke Truss Connector Plates M-16, Mll 16, M-20, M11 20, M-20 HS, Mll 20 HS, and MT20HSTm, described in Sections 2.0 through 7.0 of the master evaluation report ESR-1 311, comply with the 2014 and 2010 Florida Building Code —Building and the 2014 and 2010 Flo Ida Building Code—Resdentlet, provided the design and installation are in accordance with the Intemational Building Code (IBC) provisions noted in the master report. Use of the MiTeke Truss Connector Plates M-16, M11 16, M-20, Mil 20, M-20 HS, M11 20 HS, and MT20HST111 has also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential, For products failing under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued in June 2015. CC-aEvaluation Report, are not lobe construed as representing aesthetics or any other attributes not specifically addressed. nor are they to be construed as an endorsement ofthe subject of the report or a recommendation for its use There is no Warranty by JCC livoluation Service, UC, express or implied, as to airy finding or other matter in this report. or as to any product covered by the report 02015 DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES SECTION: 0617 53—SHOP-FABRICATED WOOD TRUSSES REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 EVALUATION SUBJECT: MITEKO TRUSS CONNECTOR PLATES: M-16, M11 16, M-20, M11 20, M-20 HS, M11 20 HS AND MT20HSTM 1CC ICC [cc C PffiG USTM Look for the trusted marks of Conformityl 02014 Recipient of Prestigious Western States Seismic Policy Council Is= 191 44 WSSPQ Award in Excellence" A Subsidiary of MW ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not '141bk specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to anyfinding or other matter in this report, or as to any product covered by the report. Copyright Q 2015 Reissued June 2015 This report is subject to renewal June 2017. wutaw.i ccesarg (800) 423-6687 1 (562) 699-0543 A Subsidiary of the Intemational Code Council* DIVISION: 06 00 00-WOOD, PLASTICS AND are available in 1-inch (25.4 mm) width increments, up to COMPOSITES 12 inches (305 mm), and lengthwise in 11/44nch (317 mm) Section: 0617 53--Shop-Fabricated Wood Trusses multiples. See Figure I of this report for details. 3.2 MITse M-20 and Mil 20: REPORT HOLDER: MITEK INDUSTRIES, INC. 14615 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mII'com EVALUATION SUBJECT: MITeka` TRUSS CONNECTOR PLATES: M-16, Mill 16, M-20, Mill 20, M-20 HS, Mill 20 HS, AND MT20HS- 1.0 EVALUATION SCOPE Compliance with the following codes: a 2012, 2009, 2006 International Building Code* (I BC) 0 2012, 2009, 2006 International Residential Code (IRC) 4 2013 Abu Dhabi international Building Code (ADIBC)l The ADISC is based on the 2009 IBC, 2009 IBC code sections referenced in this report are the same sections in the ADIBC Property evaluated: Structural 2.0 USES MiTeke metal truss connector plates are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 3.1 MiTeIKOM-16and MI1116: Model M-16 and Model Mll 16 metal truss connector plates are manufactured from minimum No. 16 gage [0,0575 inch total thickness (1.46 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating 10.0005 inch thickness on each side (0.013 mm)] and having a base - metal thickness of 0.0565 inch (1.44 mm). Slots 0.54 inch 133 mm) in length are punched along the perpendicular axis of the plates. The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionally shaped into a twisted concave form, facing the slot cutout area. Teeth are 0.16 inch (4.1 mm) wide and 0,37 inch 9. 4 mm) long, and there are 4.8 teeth per square inch 0, 0074 teeth per square millimeter) of plate area. Plates Model M-20 and Model Mll 20 metal truss connector plates are manufactured from minimum No, 20 gage (0.0356 inch total thickness (0.9 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base - metal thickness of 0,0346 inch (0.88 mm). The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0.45 inch 1 1A mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0.15 inch 3. 8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch (6,4 mm). Each slot has a 0,33-inch-long (8.4 mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point. See Figure 1 of this report for details. 3. 3 MITek* M-20 HS, M11 20 HS, and MT20HS"': Models M-20 HS, Mil 20 HS, and MT20HSTm metal truss connector plates are manufactured from minimum No. 20 gage [ 0.0356 inch total thickness (0.9 mm)], ASTM A653 Grade 60, high -strength, low -alloy steel with improved formability ( HSLAS-F), with a G60 galvanization coating 10. 0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0,88 mm). Repeating 314-inch-by-I -inch (19 mm by 25.4 mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal. Each module has three slots, 0. 45 inch (11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth. Each module is separated by a 0.25-inch-wide (6.4 mm) strip of unpunched steel The transverse centerlines of adjacent slots are staggered 0,15 inch (3,8 mm) in the longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch 6. 4 mm). Each slot has a 0,33-inch-long (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point, See Figure I of this report for details. 4. 0 DESIGN AND INSTALLATION 4. 1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, 1CC- I.-S EmIttation Reports are not to be construed as representing oesthe"cs or any other attributes notspecitically addressed, nor are they to be construed as an endorsement of the subject ofihe report or a recortunendatiottfor its use. There a no warranty by le(., , I..,oluation Serpice, I-I.C, express or Implied, as to any finding or other matter In this report, or as to any product covered by the report 02015 W ESR-1311 I Most Wide! g Accepted and Trusted Pave 2 of 6 multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. 6.4 Trusses must be assembled within the tolerances specified in ANSI1TPI 1, Chapter 3, Quality Criteria for the Manufacture of Metal -Plate -Connected Wood Trusses. 4.2 Allowable Design Values: Allowable design values for M!Teko metal truss connector plates to be used in the design of metal plate connected wood roof and floor trusses are shown in Tables 1 and 2 of this report. Allowable design values are applicable when the connection is made with identical plates on opposite sides of the joint. This evaluation report is limited to the evaluation of connection capacity of the MiTek* metal truss connector plates listed in this report. The design, manufacture, and installation of trusses employing the truss plates have not been evaluated. Allowable values shown in Table I have not been adjusted for metal connector plates embedded in fire - retardant -treated or preservative -treated lumber. Proper adjustments must be made in accordance with the requirements indicated in a current ICC-ES evaluation report issued to the chemical treatment manufacturer. If the evaluation report does not contain information on the adjustments, the chemical manufacturer must be contacted for this Information. Compliance with Section 2304.9.5 of the IBC and Section R317.3 of the IRC (Section R319.3 of the 2006 IRC) is also required. 6.0 CONDITIONS OF USE The MiTeO Industries metal truss connector plates described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 6.1 This evaluation report and the manufacturers published installation instructions, when required by the code official, must be submitted at the time of permit application. In the event of a conflict between the manufacturer's published installation instructions and this document, the instructions in this document govern. 5.2 Each application for a building permit, using these metal truss connector plates, must be accompanied by documentation showing that the design, manufacture, and proposed installation conforms with the requirements of the applicable code. 6.3 This report establishes plate design values only. For items not covered by this report, such as truss design, 5.5 fabrication, quality assurance and special inspection, refer to the applicable version of ANSI/TPI 1, engineering drawings and the applicable code. The design values (allowable lateral resistance values and effective tension and shear resistance allowable design values) used in the design of trusses, using miTek' industries metal truss connector plates, must not exceed those listed in Tables I and 2 of this report. Load combination reductions must be in accordance with the applicable code. All lumber used in the fabrication of trusses using MiTek® Industries metal truss connector plates must be graded in compliance with the applicable building code and must have a moisture content not exceeding 19 percent at the time of assembly. Wet service factors from ANSI/TPI 1 Section 6A must be applied to the table values when the lumber moisture content exceeds 19 percent. Allowable values shown in the tables of this report are not applicable to metal connector plates embedded in either fire -retardant - treated lumber or preservative -treated lumber. 6.6 Metal truss connector plates must be installed in pairs, on opposite faces of truss members, 6.7 Galvanized G60 metal truss plate connectors subject to corrosive environments must be protected in accordance with Section 6.5 of ANSI/TPI 1. 6.8 MiTeO metal truss connector plates are manufactured in Saint Charles, Missouri; Tolleson, Arizona; Tampa, Florida; Edenton, North Carolina; and Bradford, Ontario, Canada. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI1TPI 1. 6.2 Manufacturer's descriptive literature. 6.3 A quality control manual, 7.0 IDENTIFICATION The miTeko connectors are identified by an imprint of the plate name embossed into the surface of the plate (for example, the M-16 plate is embossed "M-16"). Additionally, boxes containing the connector plates must be labeled with the MiTee Industries name, the metal connector plate model, and the evaluation report number (ESR-1 311), ESR-131111 I Most Widely Accepted and Trusted Page 3 of 6 TABLE 1—ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (Iblin'/PLATE) LUMBER SPECIES SG AA EA AE iE M-16 AND Mil 16 Douglas fir -larch 0,5 176 121 137 126 Hem -fir 0.43 119 64 102 98 Spruce -pine -fir 0.42 127 82 75 107 Southern pine 0.55 174 126 147 122 M-20 and Mil 20 Douglas fir -larch 0.5 220 195 180 190 Hem -fir 0,43 185 148 129 145 Spruce -pine -fir 0.42 197 144 143 137 Southern pine 0,55 249 190 184 200 M-20 HS, Mll 20 HS and MT20HS Douglas fir -larch 0.5 165 146 135 143 Hem -fir 0.43 139 ill 97 109 Spruce -pine -fir 0.42 148 108 107 103 Southern pine 0.55 187 143 138 150 For ft 1 Iblin 2 = 6.9 kPa. NOTES: Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite sides of joint. 2 AA - Plate parallel to load, wood grain parallel to load EA = Plate perpendicular to load, wood grain parallel to load AE = Plate parallel to load, wood grain perpendicular to load EE = Plate perpendicular to load, wood grain perpendicular to load All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. TABLE 2—EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY FORCE DIRECTION M - -16 AND Mil 16 M-20 AND Mil 20 M-20 HS, Mll 20HS AND MT20HS Efficiency I P - o - undslinch/Pair of Connector Plain Efficiency finch/Pair of Connector Plates Efficiency Pounds/inchlPair of Connector Plates Tension Values in Accordance with Section 5,4.4,2 of TPI-1 (Minimum Net Section over the Joint)! Tension @ 00 0.70-1-- 2012 0.5010.47 880 0.59 1 - 505 Tension @ W 036 1 1013 820 0,48 1219 Tension Values in Accordance with TPIA with a Deviation [see Section 5.4.9 (e)] Maximum Net Section Occurs over the Join? Tension Q 00 0.68 1945 0,62 1091 0.67 1716 Tension @ 900 0.30 849 0,48 841 0.52 1321 Shear Values Shear Q 00 0.54 1041 0A9 574 0.43 761 Shear @ 30* 0,61 1173 0,63 738 0.61 1085 Shear @ W 0.73 1402 0.79 936 0,67 1184 Shear 900 0.55 1055 0.55 645 0,45 792 Shear 1200 0.48 914 0A2 490 0.34 608 Shear 1500 0.35 672 0.46 544 03 537 For SI: I Iblinch = 0.175 N/mm, I inch = 25.4 mm. NOTES: Minimum Net Section -A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates, this line passes through a line of holes. 2 Maximum Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, this line passes through a section of the plate with no holes. ESR-1311 I Most Widely Accepted and Trusted Page 4 of 6 330" olw 04271, A mm 4 1 "W" igbmm H H M-16, M1116 0 1251 02W 0125, 0 385, 2m- 64mm I Zmm M-201 M1120 FIGURE 1--APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in Inches) ESR-1311 I Most Widely Accepted and Trusted Pagel of 5 0125" 0 250" 0 500' 0 343' " 32mm 64mm 127mm 93mm 000 DOD 000 C100 000 000 00 000 000 1O00 DOD 000 VO 000 000 1 ODD DOD DOD WIDTH M-20 HS, Mil 20 HS, MT20HS FIGURE 1—APPROXIMATE DIMENSIONS OF MFTEK CONNECTOR PLATES (in inches) (Continued) IMES Evaluation Report ESR-1311 CBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.1cc-es.org 1 (800) 423-6587 1 (562) 699-0643 A Subsidiary of the international Code Council' DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14615 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 wm.mil.com EVALUATION SUBJECT: MiTeko TRUSS CONNECTOR PLATES: M-1 6, Mil 16, M-20, M11 20, M-20 HS, Mll 20 HS, AND MT20HS TM 1.0 EVALUATION SCOPE Compliance with the following code: 2010 California Building Code (CBC) Prop" evaluated: Structural 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the MiTeke truss connector plates M-16, Mll 16, M-20, Mll 20, M-20 HS, Mll 20 HS, and MT20HS'w, described In master report ESR-1311, comply with CBC Chapters 16, 16A, 17, 17A, and 23, when design and installation are in accordance with the International Building Code* provisions described in the master evaluation report and with Chapters 16,16A, 17,17A, and 23 of the CBC. This supplement expires concurrently with the master evaluation report, reissued in June 2015. ICC-rS A),oluation Reports are not to be construct/ as representing aesthetics or any other attributes not specitkally addressed, nor are they in construed as an andorse"a"a q(the subject ofthe report or a recommendation far its use. There is no warranty by ICC Evaluation Seri -see W. expresl ar implied as to,any finding or other matter in this "port, or as to any product covered by the report, Copyright 0 2015 Pop 9 of 1 ESR-1311 FBC Supplement Reissued June 2015 This report is subject to renewal June 2017. 8 , 00) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council' 1: 06 00 00—WOOD, PLASTICS AND COMPOSITES 06 17 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14615 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 b".mllcom EVALUATION SUBJECT: MITe0 TRUSS CONNECTOR PLATES: M-1 6, Mil 16, M-20, Mil 20, M-20 HS, Mll 20 HS, AND MT20HSTM 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTele Truss Connector Plates M-1 6, M11 16, M-20, M1120, M-20 HS, Mll 20 HS, and MT20HSrm, recognized in ICC-ES master report ESR-1311, have also been evaluated for compliance with the codes noted below. Applicable code editions: 4 2014 and 2010 Florida Building Code —Building 0 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTeeTruss Connector Plates M-16, Mil 16, M-20, Mll 20, M-20 HS, M11 20 HS, and MT20HSTm, described in Sections 2.0 through TO of the master evaluation report ESR-1 311, comply with the 2014 and 2010 Florida Building Code —Building and the 2014 and 2010 Florida Building Code —Residential, provided the design and installation are in accordance with the International Building Codee (18C) provisions noted in the master report. Use of the MiTeeTruss Connector Plates M-16, M11 16, M-20, Mil 20, M-20 HS, Mll 20 HS, and MT20HSTm has also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential. For products failing under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by aqualityassuranceentityapprovedbytheFloridaBuildingCommissionforthetypeofinspectionsbeingconductedistheresponsibilityofanapprovedvalidationentity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued in June 2015. ICC-ES Evoination Reports are not to be construed as representing oe$1henes or any other attributes not specifically addressed nor are they to be construed or its we, There Is no Warranty by ICC &01114tkin Stir"ice, UC. express or implied, asasonendorsementofthesubjectofthereportOrar6cOmmendatimif to awy finding or other matter to this report, or as to any product covered by the report copyright 0 2015 Page 1 of I DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES SECTION: 0617 53—SHOP-FABRICATED WOOD TRUSSES MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 EVALUATION SUBJECT: MITEK® TRUSS CONNECTOR PLATES: M-16,, IVIII 16, M-20, IVIII 20, M-20 HS), 1CC 1CC ICC 4 JEO C PMG LSTEV Look for the trusted marks of Conformity I 2014 Recipient of Prestigious Western States Seismic Policy Council WSSPQ Award in Excellence" A Subsidiary of ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not 1 specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by JCC Evaluation Service, LLC, express or implied, as nioauaraetoany, nding or other matter in this report, or as to any product covered by the report. Copyright 0 2015 Reissued June 2015 This report is subject to renewal June 2017. www.Jcc.es&E9 1 (800) 423-6587 1 (562) 699-0643 A Subsidiary of the International Code Councff* DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section. 06 17 63--Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14616 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-11200 wm-mllmm' EVALUATION SUBJECT: MiTee TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Milt 20, M-20 HS, Mil 20 HS, AND MT20HS- 1.0 EVALUATION SCOPE Compliance with the following codes: a 2012, 2009, 2006 International Building Code (18C) 0 2012, 2009, 2006 International Residential Codeo (I RC) 10 2013 Abu Dhabi International Building Code (ADIBC)l The ADIBC is based on the 2009 IBC, 2009 16C code sections referenced in this report are the same sections in the A01BC Property evaluated: Structural 2.0 USES MiTek* metal truss connector plates are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 3.1 MITe0 M-16 and Mil 16: Model M-16 and Model Mil 16 metal truss connector plates are manufactured from minimum No. 16 gage [0,0575 inch total thickness (1,46 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating (0,0005 inch thickness on each side (0.013 mm)] and having a base - metal thickness of 0,0565 inch (1.44 mm). Slots 0.54 inch 133 mm) in length are punched along the perpendicular axis of the plates. The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionally shaped into a twisted concave form, facing the slot cutout area. Teeth are 0.16 inch (4.1 mm) wide and 0,37 inch 9-4 mm) long, and there are 4.8 teeth per square inch 0.0074 teeth per square millimeter) of plate area. Plates are available in 1 -inch (25A mm) width increments, up to 12 inches (305 mm), and lengthwise in 1114-inch (31.7 mm) multiples, See Figure 1 of this report for details. 3.2 MITee M-20 and Mil 20; Model M-20 and Model Mil 20 metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0,013 mm)] and having a base -metal thickness of 0,0346 inch (0.88 mm). The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0,45 inch 11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0,15 inch 3.8 mm) in a longitudinal direction Longitudinal centerlines of slots are spaced 0.25 inch (6.4 mm). Each slot has a 0.33-inch-long (8.4 mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point. See Figure 1 of this report for details, 3.3 MiTek' M-20 HS, Mll 20 HS, and MT20HST*: Models M-20 HS, Mil 20 HS, and MT20HSTM Metal truss connector plates are manufactured from minimum No, 20 gage [0.0356 inch total thickness (0-9 mm)], ASTM A653 Grade 60, high -strength, low -alloy steel with improved formability (HSLAS-F), with a G60 galvanization coating 0,0005 inch thickness on each side (0,013 mm)] and having a base -metal thickness of 0,0346 inch (0,88 mm). Repeating 3/4_inch-by-1 -inch (19 mm by 25.4 mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal. Each module has three slots, 0.45 inch (11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth. Each module is separated by a 0.25-inch-wide (6.4 mm) strip of unpunched steel. The transverse centerlines of adjacent slots are staggered 0.15 inch (3,8 mm) in the longitudinal direction, Longitudinal oentedines of slots are spaced 0.25 inch 6.4 mm), Each slot has a 0.33-inch4ong (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point. See Figure 1 of this report for details, 4.0 DESIGN AND INSTALLATION 4.1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, JCC,ES Evaluation Reports are nor to be Construed as reprevenfing agr1herics or any other attributes not spectrscolly addressed, nor are they to beconstrued as an endorsement of the subject of report Ora recommendation jOrits use. There is no warranty by ICC EvoluationService. 11,C, express (w implied as to ton,finding or other matter in this report, or as to arty product covered by the report Copyright 0 2015 Page I Of 5 ESR-1311 I Most Widely Acceeted and Trusted Pave 2 of multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed nnnse^ into w maom.a» finish roller press. 6,4 Trusses must beassembled within the tolerances specified in ANSIlTP1 1, Chapter 3, Quality Criteria for the Manufacture of Metal -Plate -Connected Wood Trusses. 4. 2 Allowable Design Values: Allowable design values for MiTeemetal truss connector plates to be used in the design of metal plate connected wood roof and floor trusses are shown inTables 1and 2u' this report. Allowable design vo|uwu are applicable when connectionthe is madewith identicalplatesonoppositesidesofthe joint. This evaluation report is limited to the evaluation of connection capacity of the MiTee metal truss connector plates listed in this report. The design, manufacture, and installation of trusses employing the truss plates have not been evaluated. Allowable values shown in Table 1 have not been adjusted for ne$ e| connector plates embedded in fire - retardant -treated or preservative -treated )umber, Proper adjustments must be mace in accordance with the requirements indicated in a current |CC'£S evaluation report issued to the chemical treatment manufacturer, If the evaluation report does not contain information on the adjustments, the chemical manufacturer must be contacted for this information, Compliance with Section 2304.8.5nf the IBC and Section R317.3pfthe |RC(Section R3183of the 20O0|RC)isalso required. 5.0 CONDITIONS OPUSE The MiTee Industries metal truss connector plates described in this report comply with, or are suitable ummmavveshp what is specified in. those codes listed in Section 1.0 of this report, subject to the following conditions: 6,1 This evaluation report and the manufacturers published installation instmoWune, when required by the code pfficia|, must be submitted at the time of permit application, In the event nfa conflict between the manufacturers published installation instructions and this document, the instructions in this document govern. 6.2 Each application for a building pennit, using these metal tructor plates, must be accompanied by documentation showing that the design, manufacture, and proposed installation conforms with the requirements .` the applicable _code. 6. 3 This report establishes plate design values only, For items not covered bythis report, such autruss design, 5,6 fabrication, quality assurance and special inspection, refer to .. applicableversion_ of A'_/TPI 1, engineering drawings and the applicable code. The design values (allowable lateral resistance values and effective tension and shear resistance aUmwmWa dosiQ% vw|uea) used in the design of trusses, using MiTehIndustries metal truss connector plates, must not exceed those listed in TmWmw 1 and 2 of this report. Load combination nwdvoVonu must be in accordance with the applicable code. All lumbar used in the fabrication of trusses using MiTakm Industries metal tmom connector plates must begraded |ncompliance with the applicable building code and must have a moisture content not exceeding 19 percent at the time of assembly. VVa service factors from ANS|/TP| 1 Section nA must be applied hothe table values when the lumber moisture content exceeds 18 percent, Allowable values shown inthe tables nfthis report are not applicable \ometal connector plates embedded in odhm, fire -retardant - treated lumber or preservative -treated lumber. 5. 6 Metal truss connector plates must be installed in pairs. 000pposite faces of truss members. 6.7 Galvanized G6Vmetal truss plate connectors subject to corrosive environments must be protected in accordance with Section W,5ofAN8mP| 1. 5.8 MiTeO metal truss ouonemur p|o\eo are manufactured in Saint Chwdoa, Missouri; To||eo*n, 8riaonm Tampa Florida; Edeo¢`n, North Carolina; and Bedford, Ontario, Canada. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the National Design Standard for Metal Plate Connected Wood Tmou Construction, ANS|/TP|1 6.2 Manufacturer's descriptive literature. 6.3 Kquality control manual, 7'0 IDENTIFICATION The M{ToOcunmwctorm are identified by on imprint of the plate name embossed into the surface of the p|uwa (for example, the M'18plate imembossed ^ K0'16^). Addi8nna||y, boxes containing the connectorplates must be labeled with the MiTeko Industries namo, the metal connector plate model, and the evaluation report number (ESR'1311). ESR-1311 I Most Widely Accepted and Trusted Page 3 of 6 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT'(Ib/In21PLATE) LUMBER SPECIES =SG AA EA _AE EE M-16 AND Mill 16 Douglas fir -larch 0.5 176 121 137 126 Hem -fir 0A3 119 64 102 018 Spruce -pine -fir 0,42 127 82 75 107 Southern pine 0.55 174 126 147 122 M-20 and Mil 20 Douglas fir -larch 0.5 220 195 180 190 Hem -fir 0.43 185 148 129 145 Spruce -pine -fir 0.42 197 144 143 137 Southern pine 0.55 249 190 184 200 M-20 HS, Mill 20 HS and MT20HS Douglas fir -larch 0.5 165 146 135 143 Hern-fir 0A3 139 ill 97 109 Spruce -pine -fir 0A2 146 108 107 103 Southern pine 0.55 187 143 138 150 For$[: I lb/ln2 = 6.9 kPa. NOTES: Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite sides of joint. 2 AA = Plate parallel to load, wood grain parallel to load EA - Plate perpendicular to load, wood grain parallel to load AE = Plate parallel to load, wood grain perpendicular to load EE = Plate perpendicular to load, wood grain perpendicular to load 3AII truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. TABLE 2-EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY FORCE DIRECTION M-16 AND Mil 16 M-20 AND Mill 20 M 20 HS, Mil 20HS AND MT20HS Efficiency kch/Pair of Gonnector Plates Efficiency I Poundslinch/Pair of Connector Plates Efficiency Poundslinch/Pair of Connector Plates Tension Values in Accordance with Section 5.4,42 of TPI-1 (Minimum Net Section over the Joint)' Tension 00 030 2012 0,50 880 0.59 1505 Tension 900 0.36 1013 0.47 820 0,48 1219 Tension Values in Accordance with TPIA with a Deviation IS" Section 5.4.9 (e)] Maximum Net Section Occurs over the Joint Tension @ 00 0.68-- 1945 0A2 1091 0.67 1716 Tension @ 900 0.30 849 0,48 841 0.52 1321 Shear Values Shear @ 0* 0.54 1041 0.49 574 0.43 761 Shear @ 300 0.61 1173 0.63 738 0.61 1085 Shear @ 600 0.73 1402 0.79 936 0.67 1184 Shear @ 900 0.55 1055 0,55 645 0A5 792 Shear @ 1200 0.48 914 0,42 490 0.34 608 Shear Q 15T 0.35 672 0.46 544 0.3 537 For SI: I Iblinch = 0.175 N/mm, linch - 25.4 mm. NOTES: Minimum Net Section - A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates, this line passes through a line of holes. 2Maximurn Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, this line passes through a section of the plate with no holes. ESR-1311 I Most Widely Accepted and Trusted Page 4 of 5 0 3w, a lw 0 lt:rl 6 4MM Off H H aaoa j u worm M-16o M1116 0 Q51 0 2w alas, 0 xv, two 64 m", 22mm m", Sim DDOGODDOODDO UDDOODDOODOU r—,O DO DODD DDDOOI M-20, M1120 FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in inches) ESR-1311 I Most Widely Accepted and Trusted Page 6 of 6 0 126' 0 2W 0 NO" 0365, 3.2 mm 6 4 mm 12 7 mm 9 3 rnm t 10 0 ODD OD ro 0 000 DID 0 000 DOD ODD DO DOD 00 0 cfrH M-20 HSI MY 20 HSI MT20HS FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in Inches) (Continued) IMES Evaluation Report ESR-1311 CBC Supplement Reissued June 2015 This report is subject to renewal June 2017. 800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Councilo DIVISION- 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 0617 63—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14516 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mll.com EVALUATION SUBJECT: MiTek' TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mll 20, M-20 HS, Mil 20 HS, AND MT20HS To 1.0 EVALUATION SCOPE Compliance with the following code: 2010 California Building Code (CI3C) Property evaluated: Structural 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the MiTek' truss connector plates M-16, Mll 16, M-20, Mil 20, M-20 HS, Mil 20 HS, and MT20HS!141, described in master report ESR-1311, comply with C8C Chapters 16, 16A, 17. 17A, and 23, when design and installation are in accordance with the International Building Codes provisions described in the master evaluation report and with Chapters 16,16A, 17,17A, and 23 of the CSC, This supplement expires concurrently with the master evaluation report, reissued in June 2015 1CC-ES Evaluation Reports are not to be construed as representing acwthetscs Or any Other attributes no specifically addressed nor are they to be construed as an endorsement of the subject ofthe report or a recommendallonfor its use, There is no warranty by 1CC Evaluation &rwce. LW- express or implied as to any finding or other matter In this report, or as to any product covered by the report Copytight 0 2015 Page 1 of 1 FBC Supplement Reissued June 2015 This report is subject to renewal June 2017. 800) 423-6687 1 (562) 699-0543 A Subsidiary of the International Code Council* 1: 06 00 00—WOOD, PLASTICS AND COMPOSITES 0617 53--Shop-Fabricated Wood Trusses MITEK INDUSTRIES, INC. 146115 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 MMM-M-1100 EVALUATION SUBJECT: MiTee TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mill 20, M-20 HS, Mil 20 HS, AND MT20HST- 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTek* Truss Connector Plates M-1 6, Mll 16, M-20, Mll20, M-20 HS, Mil 20 HS, and MT20HSTm, recognized in ICC-ES master report ESR-1311, have also been evaluated for compliance with the codes noted below. Applicable code editions: 2014 and 2010 Florida Building Code —Building 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTek*Truss Connector Plates M-16, Mll 16, M-20, Mll 20, M-20 HS, Mll 20 HS, and MT20HSTm, described in Sections 2.0 through TO of the master evaluation report ESR-131 1, comply with the 2014 and 2010 Florida Building Code —Building and the 2014 and 2010 Florida Building Coolis—Residential, provided the design and installation are in accordance with the International Building Code (IBC) provisions noted in the master report. Use of the MiTee Truss Connector Plates M-1 6, Mil 16, M-20, Mll 20, M-20 HS, Mil 20 HS, and MT20HSTm has also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential, For products failing under F"a Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance on* approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued in June 2015. 1CC-ESEraluation Reports are not to be construed as representing aesthetics or any other attributes not .vpecocallyaddressed, nor are they to he construed I&MIML wasanembirsementofthesubjectofthereportorarecionmendationforitsuseThereisnowarrantybyJCCk.'valumuntSerwre, LLC, express or implied as R to ornfinding or other matter in this repar( or at to any product cowered by The report. =11,79M Copyright 0 2015 P"P i of 1 DIVISION: 06 00 GO —WOOD, PLASTICS AND COMPOSITES SECTION: 0617 53--SHOP-FABRICATED WOOD TRUSSES REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 EVALUATION SUBJECT: MITEK" TRUSS CONNECTOR PLATES: M-16, M11 16, M-20, MII 20, M-20 HS, M1120 HS AND MT20HSTM IGC ICC IGC LISTED Look for the trusted marks of Conformityl 2014 Recipient of Prestigious Western States Seismic Policy Council WSSPQ Award in Excellence" A Subsidiary of CC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically adclressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied as to anyfrndng or other matter in this report, or as to any product covered by the report. Copyright 0 2015 Reissued June 2015 This report is subject to renewal June 2017. 800) 423-6587 1 (662) 699-0543 A Subsidiary of the Intemational Code Council* DIVISION: 06 00 00-WOOD, PLASTICS AND are available in 1 -inch (25A mm) width increments, up to COMPOSITE$ 12 inches (305 mm), and lengthwise in 11/4-inch (3113 mm) Section. 06 17 53-Shop-Fabricated Wood Trusses multiples, See Figure 1 of this report for details. 3.2 MITee M-20 and Mil 20: REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434.1200 www.mil,com EVALUATION SUBJECT: MITek' TRUSS CONNECTOR PLATES: M-16, Mill 16, M-20, Mill 20, M-20 HS, Mill 20 HS, AND MT20HS- 1.0 EVALUATION SCOPE Compliance with the following codes'. 2012, 2009, 2006 international Building Code (IBC) 2012, 2009, 2006 international Residential Code (I RC) 2013 Abu Dhabi International Building Code (ADI 13C)t The ADISC is based on the 2009 IBC 2009 IBC code sections referenced in this report are the some sections In the AMC, Prop" evaluated: Structural 2.0 USES MTeko metal truss connector plates are used as joint connector components of light wood frame trusses, 3.0 DESCRIPTION 31 MITeO M-16 and Mill IS: Model M-16 and Model M11 16 metal truss connector plates are manufactured from minimum No. 16 gage 10,0575 inch total thickness (1.46 mm)), ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0-0005 inch thickness on each side (0.013 mm)] and having a base - metal thickness of 0.0565 inch (1.44 mm), Slots 0,54 inch 113.7 mm) in length are punched along the perpendicular axis of the plates. The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionally shaped into a twisted concave form, facing the slot cutout area. Teeth are 0,16 inch (4.1 mm) wide and 0,37 inch 9.4 mm) long, and there are 4-8 teeth per square inch 0.0074 teeth per square millimeter) of plate area. Plates Model M-20 and Model M11 20 metal truss connector plates are manufactured from minimum No, 20 gage [0.0356 inch total thickness (0,9 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0,0005 inch thickness on each side (0,013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0.45 inch 111.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines, of adjacent slots are staggered 0.15 inch 3.8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch (6.4 mm), Each slot has a 0.33-inch-long (8.4 mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point. See Figure I of this report for details. 3.3 MiTek* M-20 HS, Mill 20 HS, and MT20HS7IA: Models M-20 HS, Mil 20 HS, and MT20HSm metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A653 Grade 60, high -strength, low -alloy steel with improved formability (HSLAS-F), with a G60 galvanization coating 0.0005 inch thickness on each side (0.013 mm)) and having a base -metal thickness of 0,0346 inch (0,88 mm). Repeating 3 /4-inoh-by-1 -inch (19 mm by 25.4 mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal. Each module has three slots, 0.45 inch (11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth. Each module is separated by a 0,25-inch-wide (6.4 mm) strip of unpunched steel, The transverse centerlines of adjacent slots are staggered 0,15 inch (3.8 mm) in the longitudinal direction. Longitudinal centerlines of slots are spaced 0,25 inch 6A mm), Each slot has a 0.33-inch-long (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point. See Figure I of this report for details. 4,0 DESIGN AND INSTALLATION 4.1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, IC( -a Evalwafteen Reports are not to be construed as representing aesthetics or any other attributes no( spec(fically addressed, nor are they so be construed Advoilk as an endorsement of the subjec(ofthe report or a recommendation far its use There is no warranty by ICC Evaluation Service. UC, express or implied as UP to any finding or other matter in this report, or as to any produce coiered by the report. Copyright 0 2015 Page 1 of 6 ESR-1311 I Most Widely Acceeted and Trusted Page 2 of 5 multiple roller presses that use partial embedment followed by rul+mmuo$mem nm/ors, or combinations of partial embedment roller presses and hydraulic -platen presses that feed tmooem into a stationary finish roller press. 5.4 Trusses must baassembled within the tolerances specified in ANS|/Tp| 1, Chapter 3Quality Criteria for the Manufacture ofMeta |' P|etm-ConnecteuWood Trusses. 4.2 Allowable Design Values: Allowable design values for MiTekemetal truss connector plates $nbeused mthe design ofmetal plate connected wood roof and floor trusses are shown inTables 1and 2ur this epn¢ Allowable design values are applicable when the connection is made with identical plates on opposite sides nfthe joint. This evaluation report |a| theeva|um omoyxnnnoctionumpocU nf\he eK~meta|ouoo connector p|aVaulistedinthisreport. The design manufacture, and installation oftrusses employing the truss plates have not been evaluated. AUuvaU\e values shown in Table 1 have not been adjusted for metal connector p|u\eu embedded in fire - retardant - treated or presemmUve-treated lumber, Proper adjustments must be made in accordance with the requirements indicated in a current |CC'2S evaluation report issued to the chemical treatment manufacturer. If the evaluation report does not contain information on the adjustments, the chemical manufacturer must be contacted for this information. Compliance with Section 2304.8.5of the IBC and Section R317.3ofthe \RC (Section R318.3uf the 2VV6)RC)ioalso required. 6.0 CONDITIONS OF USE The m|Takw Industries metal truss connector plates described in this report comply with, or are suitable a{tomahvou to what is specified in, those codes listed in Section 1,0 of this napurt, subject on the following 5.1 This evaluation and themanufacturer's published installation instructions, when required by the code mfficiai, must he submitted at the time of permit application, In the event of conflict between the monu*octunu/o published insto\|mVno instructions and this document, the instructions inthis document govern, 5.2 Each application for m building permit, using these metal truss connector plates, must be accompanied by documentation showing that the geuign, maouhuotum, and proposed installation conforms with the requirements ofthe applicable code. 5.3 This report establishes plate design values only. For items not covered bythis report, such aatruss design, 5.5 fabrication, quality assurance and special inspection, refer to the applicable version of ANSI/TPI 1. engineering drawings and the applicable code. The design values (allowable lateral resistance values and effective tension and shear resistance allowable design values) used in the design of trusses, using MiTee\ndushiem metal truss connector plates, must not exceed those listed in Tables 1 and 2 of this report. Load combination reductions mug be in accordance with the applicable code. All lumber used in the fabrication of tmuaau using MiTok* |ndv$ heo metal tmuo connector | ho mum be graded in compliance with the applicable building nude and must have a moisture cpmmn\ not exceeding 19 percent at the time of assembly. VYem uamium factors from AN0/TP\ 1 Section 6.4 must be applied tnthe table values when the lumber moisture content exceeds 19 percent, Allowable values shown inthe tables ufthis report are not applicable 1ometal connector p| e$eu embedded in either fire -retardant - treated lumber or preservative -treated lumber. 6.6 Metal truss connector plates must be installed in pairs, onopposite faces of truss members. 5.7 Galvanized GbVmetal truss plate connectors subject to corrosive environments mvou be pnntepno in accordance Wi\hSection O.5nfAN8|/ TP|1. 5.8 MiTekm metal tmxo connector plates are manufactured in Saint ChoMmw, Missouri; ToUeaon, Arizona; Tampa, Florida; Edonton, North Carolina; and Bradford, Ontario, Canada, 6.0 EVIDENCE SUBMITTED 61 Data in accordance with the National Design Standard for Metal Plate Connected Wood Truss Construction, ANSKTP{ 1. 62 Manufacturers descriptive literature. 6.3 A quality control manual. 7. 0 IDENTIFICATION The MiTek0 connectors are identified by an imprint of the plate name embossed into the surface of the plate (for ESR-1311 I Most Widely Accepted and Trusted Page 3 of 5 TABLE 1--ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT" (iblin'/PLATE) LUMBER SPECIES SG AA_ EA AE E E M-16 AND Mll 16 Douglas fir -larch 0.5 176 121 137 126 Hem -fir 0,43 119 64 102 98 Spruce -pine -fir 0.42 127 82 75 10,7___ Southern pine 0.55 174 126 147 122 M-20 and Mil 20 Douglas fir -larch 0.5 220 195 180 190 Hem -fir 0.43 185 148 129 145 Spruce-pine-fir OA2 1971g249 144 143 137 Southern pine 0.55 9 190 184 200 M-20 HS, Mil 20 HS and MT20HS Douglas fir -larch 0.5 165 146 135 143 Hem-flr 0A3 139 ill 97 109 Ispruce-pine-fir 0,42 148 108 107 1103Sauthempine0.55 187 143 138 150 For SI: 1 lblin' = 6.9 kPa. NOTES: Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite sides of joint. 2AA - Plate parallel to load, wood grain parallel to load EA = Plate perpendicular to load, wood grain parallel to load AE = Plate parallel to load, mod grain perpendicular to load EE - Plate perpendicular to load, wood grain perpendicular to loadAlltrussplatesarepressedintothewoodforthefulldepthoftheir teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. TABLE 2-EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY FORCE DIRECTION M-i 6 AND Mll 115 M-20 AND Mil 20 M-20 HS, Mil 20HS AND MT20HS Efficiency - PoundslinchiPair of Connector Plates Efficiency Pounds/inch/Pair of connector Plates Efficiency dslinch/Pair of Connector Plates Tension Values in Accordance with Section 5,4*2 of TPI-1 (Minimum Net Section over the Joint)' Tension Q 00 0.70 2012 0.50 880 0,59 1505 Tension @ 900 0.36 11013 0.47820 0,_46_ 1219 Tension Values in Accordance with TPI-I with a Deviation [see Section 5.4.9 (e)] Maximum Net Section Occurs over the Joine Tension 01 Q.68 1945 0.02 1091 0.67 1716 Tension 90T_J 6_ 30 849 Q.48 841 0.52 1321 Shear Values Shear Q 0- 0.54 104 - 1 - 0.49 574 0.43 761 Shear C 300 0.61 1173 0.63 738 0.61 1085 Shear @ 600 0.73 1402 0.79 936 0.67 1184 Shear 900 0.65 1055 0.55 645 0,45 792 Shear 1200 0.48 914 1 9.42 490 0.34 608 IShear 150-=_ 0.35 67=-- 0.46 544 6.3 537 For Sl- I Iblinch = 0,175 N/mm, I inch = 25.4 mm, NOTES: Minimum Net Section - A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates, this line passes through a line of holes. 2Maximurn Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, this line passes through a section of the plate with no holes. ESR-1311 Most Widely Accepted and Trusted Pave 4 of 6 0 33T D D ol VT- 0 0 n r J CTH M-16, M1116 0125, 02W 0 t25, 6 4 mn, 3 2 rnm WOTH -1 0 ms" M-20, M1120 FIGURE 4--APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in Inches) ESR-1311|Mo« Widely Ao#edmdrsld Page « 0125* 0_2W 05W 036V• a2_#_ 127_ »,_ COD D§ DOD } a 000 ODD 000 3 000Ono o§ 11100 DOD ODD UDD O) DOD } M- 20 HS,M||20 HS, MT20HS FIGURE ,— aPRo7*TE DIMENSIONS OF mIETKCONNECTOR PLATES (Inc# mm&am IMES Evaluation Report ESR-1311 CBC Supplement Reissued June 2015 This report is subject to renewal June 2017. M"kc-IS-09 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council DIVISION. 06 00 00—WOOD, PLASTICS AND COMPOSITES Section. 06 17 63—Shop.Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14616 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 EVALUATION SUBJECT: MITee TRUSS CONNECTOR PLATES: M-16, Mll 16, M-20, Mll 20, M-20 HS, Mill 20 HS, AND MT20HST- 1.0 EVALUATION SCOPE Compliance with the following code: 2010 California Building Code (CBC) Prop" evaluated: Structural 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the MiTek* truss connector plates M-16, Mll 16, M-20, Mil 20, M-20 HS, Mil 20 HS, and MT20HS114, described in master report ESR-1311, comply with CBC Chapters 16, 16A, 17, 17A, and 23, when design and installation are in accordance with the International Building Codee provisions described in the master evaluation report and with Chapters 15, 16A, 17, 17A, and 23 of the CBC. This supplement expires concurrently with the master evaluation report, reissued in June 2015. ICC,E'S Evaluation Reports are not to be construed as representing aesthetics or any other attributes notspecifically addressed, nor are they to be construed as an endorsement of the subject qf'the report or a recommendalso nfiv its use. 'There is no warranty by JCC F.valuatfonService, 1,LC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report 40 VW= Copyright 0 2015 Pop 1 of 1 Supplement Reissued June 2015 This report is subject to renewal June 2017. 800) 423-6687 1 (662) 699-0543 A Subsidiary of the International Code Councito DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 0617 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14516 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-11200 EVALUATION SUBJECT: MiTeOTRUSS CONNECTOR PLATES: M-16, M11 16, M-20, Mil 20, M-20 HS, M11 20 HS, AND MT20HSrM 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTeko Truss Connector Plates M-16, Mll 16, M-20, Mil 20, M-20 HS, Mil 20 HS, and MT20HS IT4, recognized in ICC-ES master report ESR-1 311, have also been evaluated for compliance with the codes noted below. Applicable code editions: 4 2014 and 2010 Florida Building Code --Building 0 2014 and 2010 Florida Building Code --Residential 2.0 CONCLUSIONS The MiTeko Truss Connector Plates M-16, M11 16, M-20, Mit 20, M-20 HS, Mll 20 HS, and MT20HSTM , described in Sections 2.0 through 7.0 of the master evaluation report ESR-131 1, comply with the 2014 and 2010 Florida Building Code —Building and the 2014 and 2010 Florida Building Code --Residential, provided the design and installation are in accordance with the tnternational Building Codee (IBC) provisions noted in the master report. Use of the MiTekDTruss Connector Plates M-16, Mll 16, M-20, Mll 20, M-20 HS, M11 20 HS, and MT20HSTm has also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code -- Building and the 2014 and 2010 Florida Building Code --Residential. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued in June 2015. ICC.EF Evaluation Reports are not to be construed as representing aesthetics Or any other attributes not spvcificall y addresved, nor are they to be construed AIMML as an endorsement of the subject ofthe report or a recommen"notfor as use There is no warranty by ICC EvaluarionSerwce, LLC, express or implied. as to any finding or other nroner in this report, or as to any product covered by the reporl. Wa-1 =V.= Copyright 0 2015 Page 1 of 1 0 Florida Building Code Online Comments Archived 6 V A C-"-T, C bo-k'Y-) Page I of 2 Product Manufacturer BMP International Inc. Address/Phone/Email 4710 28Lh Street N SL, Petersburg, FL, 33714 727) 458-0544 benmengBOyahoo.com Authorized Signature Xiantim Meng benmeng8@yahoo.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Anchors Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i- A Evaluation Report - flardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ted Berman, PE Validation Checklist - Hardcopy Received Certificate of independence Referenced Standard and Year (of Standard) Standard Year ASTM D1761-06 2006 ASTM D1761-88 2000 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect Sections from the Code https://www.floridabttilding.orglprlpr_app_dtl.aspx?paraiii=wGEVXQwtDquDF,JErLOSCei... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending F8C Approval Date Approved FL # 14239A Model, Number or Name Method I Option D 04/23/2015 04/30/2015 05/06/2015 06/23/2015 Description lotted Steel Tie -Down Clips, 1" Steel Tie -Down Clip System (For Use with Mechanical Units and 2" Models I at Roof or Grade) Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Verified By: Frank L. Benna(do, P.E. 0046549 Impact Resistant: N/A Created by Independent Third Pd rLy: Yes Design Pressure: N/A Evaluation Reports Other: This design provides allowable capacities for the system. The required site -specific design pressure (demand) Created by Independent third Party: Yes shall be calculated by others for use with this design. Fig ED The State of Florida is an AA/EEO employer, Under Florida Jaw, email addresses are pulgic records. if you do not want your e-mail address released in response to a public -records request, do not send olictronic '"If to this entity. tr lead, contact the office try Phone or by tradilhorial frrftg, It VQu have OMY questions, please COAWIL $50,407,139S, *Ntsoliot to section 4$5,2751 ll). Florida SUNt", effective 0000" 1, 2012, tictri5oo Ircer"410 ir"piar chuiW 45% F.S. firsist provide the Depattm"* With as email address If they haVe 0". The V"JK prow(W roey per used for of uill cod~i0o" wilitt tha Noteiple, however emao addresses are public racifngl. If you do not wash to supply 4 personal address, please Provide the Derpartme"t ento In arnall address whih can be made available to the public. 10 determine if you are a licensee under chapter 05, VS, please Click fitm, Product Approval Accepts: 49 WS LN in re 4 https://www.florid,,tbuilding.org/pr/pi,_app—dtl.aspx?parani=wGEVXQNvtDquDEJErtOSCei... 7/20/2015 MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS G 7Y As,;UmEQrACT AT TIE RI , C CEo N T rR OF THE 1 Ia NILCHAT "CAL ON177, T BE SQUARE OR No IRFFuu -11, SHAPES- QQ r MAX HDs- ST-Uo i, RE MIGN el OTHERS SEE DIESE!"N AL' OWAHI E SUBSTRATES MECHANICAL UNIT 75L- B INN, NfFCHAWXAiL L'N' T PER SEPARATE CERTIFICATION, TYP, TOF51GN 3ULE FOR. A)CMWI, SURFACE i AREA ANO DESIGN PRESSURE , TY, STEEL TIE -DOWN CUPS, SEE DETAIL l,' l A, 2,'3 FOR fLP INFORMATION, TYE,. AX fr, TIE - DOWN ISOMETRIC ISOYFTREC P!;t CORNeAR WELL VARY pfp TIE -DOWN CLIP DIRECTIVE EXAMPLE 7 TER MCCHA,, jc,, bN- TIA- CONFORMS TO THE 01.ENSION OESIGN CRr-KA LISTED MEREIN. SEE SHEETS A'S "ON, L'E51GN ECIEDU-ES I MECHANICAL UNIT CRITERIAz I T 10EF, -H9 INS ALLA11CNOFx1} FTCIJAIJAl, _NI`, WITH HE FC4 LOWI-G CRITUCA= VI,;!.l 70 mpm, EZ- OSUR-S' All' TA,, . .8 DEEP . .8* HIDE, 100 LB We;O41I AS VERIFIED By OD'Er"") TN5TAiLED TO :000 Fsi mi, : ANCADFE I'll), C4,p AT EACH CORNER OFJNr (-07,lt Of,4) LLWS) PROCEDURE STEP OCTE A,,,INE WHICv DfS7Ecn SCHEDULE - AEAS TO USE MAXSMUV V"'T HEIG"' RfSTAIC ON HE ALDwA8OE Roor.-FOP HEIGHT OF THE INSTALLATION RESULT THIS IN51ALLATION IS INTENDED FOR A VIR=370 MIN, EXPOSURE-5, THIS DES' G14 CETTESIA COARtSPONDS To TABLE 5 F-6NIT HEIGHT OF 48' IS fWAL TO THE M0IHVM ALI AEL-E MEIrffT 0148. NOTE,- 7141S PRODUCT APPROVAL ALLOWS INS UNIT TO SE IASTALLEO ON TOP Of AN A/C STAND TWA 7 IS A MAXIMUM "- TALA, IF AN AfC STAND IS Lnnuw, CNECK TO SELF THAT TXESTARD DOES NOT EXCEED "' DV MEIGHT TH:S UNT, j," BE NS-ARV AT ROOF Y.SJGKTS i,FSS -AN OR EQUAL TO 15 7, ADDITIONALLY, THIS ONrHAY "' STAL'ECON ROOF - TOP O'KIE" C'R FA - THAN60FT AnO, @ S THAN 10C FT, SEE () ON TABLE 5 FOR THE NUMERICAL VALUS' 0- THIS U15IG'4 EXXMFIE DESIGN NOTES: 7 16' THIS pROOOCT HAS BEEN DESIGNED IN ACCORDAMCF TNT7H ASCf 110 AND THE INJILOPIC coot FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY I -RITE, ED IN I E, N RIAUSED INDICA, 17i,1Z ACCOMPANYING Z IGN THE DEEITMVALLON, CONSEESS CoUTcult)LIf At' t RODf,,MP #EIS ATSASa7,IC MS,,1v 'T 70p. SOON, TOP NOGHTS Of) 00 JrTMIDSECTION "-s " Roof TOP SECTION "14,1 TOP INS7A"ATION5 AT ,344pc HE "vi4z, DES HL WITH AKE 7-10 CHAPTM 2$ 5, 29, 1 W ARE fhi THE NEI HIE LISTED 1.1THE DESIGN E,CmEl),'US REPRESENT 'DIEALCOWABIR HEIGHT OF N G,7W FRODUCTAPPAtO)TAL AL DWS FOR EACHUN'ITTOBED'S-AL 1DO A THE 5JIGriN S a Xl,vj S 30- -,ALiTCFVF41 HfICHI 3: wr LISTEDINTHEOESEGNSG_ IEDLA E5, GENERAL NOTES: N IC54A AbRICATED :NACCORDANCE WITH ENEN SEETDEFLONED AND OLNG BE HE WWRTS Of HMA BLILCODENASrETHISPRODUCTMAYOz. USED §YT N ANII O SiOf'.HE HN3M VIILV^_4" HO"PICAN' ZONA 2, fill 33-V3*' INCREASE IN XIOWABLE 5rRES5 HAS SEEN USED IN THE DESIGN Of TIES SYSTEM - Utsic" IS SA,,,D AND DIE St;E-S M, OM _FS1, RfPOATS )A D 7 A t VAM__n By SDNG EVALUATIONLAN' 11 RIES' ti INC . p* SUBS-, ITIMORS WITKOW WRITTEN APPRQVAL BY Tt',15 ENGINEER SIA" II,-, PERM I TTED SHALL 4, MAxIMUI,, 5 MIN IMUM D' IMENSIORS AND M3NDT, 0`, WEIGHT OPMECCA NNICALUNtCON CIFICA_IONS ",I To SREC,CATIONS STATED HEREIN. A" IfECHANLCAL SEE R M - - I, JCCLEARSPACE, 70NNAGf, SMALL BE AS , "N"A.TVREP REI: QM, rNVATIU6. zANDA;H, 'HE fXp,_55 RESPONS+S LI" Of THE CONTRACTOR 0 5 FAS7NEJk5TOM *12 X 3.",ZGREAT ER SAE GRA")F 5 RY LSE. TApCONS PZFtRRCO TO HERE -IN SHALL BE DIN SjUDEY S;TANO, CARBON ST`RS OHL, LNSTALLE-O TO 3003 PSMIN I-ONCNI7--- SEE ANI 'CHFCUg FOR ANCKOR < All FASTENERS SHALL HAVE APPROIRI'ATE CORROEIDN PAOI TO PREVINT FLEC-TRQ YSIS, z 71 T -A ALLSTEEL CJPS S-tALL BE ASTM AZb3 STSEL If RA D FyII13 K51 Oft SE7, - ALL SraMEmsEpi SHALL BE PRDTF=D AGAINST CORROSION -IT"M AN APPRovf'o, uj COAT OF FAINT * ENAMEL OR CTITER APPROVED PRO -; ECT"O" G96RATED CnA"Twl REQUIRED FOP, AU COASTAL INSTALLATIONS z z ZT, AS A MIN.7,VJ ALL C NCRFIE $FIECIFT ALL CONCRETE SHALL BE S77tOCTURALL I=- 4KIN T_,iICK AND SqA* L HAVE Q CDmME5$ TVE STRENGTH Of 31' -00 Pil, UNLESS NOTED OTHERWISE' 0- THE CONTRACTOR Is RESPONSIBLE To,- hSUj_ATf ALL MENIK;kS FROV A-ERIALS Ti} PREVENT ELECMOL" STS, cc ELECTSICAL, GROUND, W"f" APWIqW, 70 " VeSk-ej) 6 I"TALLSO fff0TH"S, 10 THE ADEWACYOFANY "IST114r, STWXnAf TO "NTYSTAND SUPER"'POS*0 LOAD* ShAll M VINgFIED, BY THE Ott M DESIGN PROPESSITONAlt AND IS rOT;NaVMO IN THIS CfF,-, FrADON E)(,E'T AS EXPRESSLY ?ROVIDU-_M-PEIN, N* ALI03'7,10,41, CERT' FICA, TION5 ORAFFIRMATT.ONS ARE IN'MNOED, I, THE 5yS7.EM fATAE,eE,MSmN,,sf3ZNr. W, AND DOES NOT PROVIDE NFORMA, FOR ON0, 17 NS DETA L I s -0 D HEREIN, A UCENEtO 04GINFFA OR RECISTERED ARTCN7ec; SHALL PREPARE E S37F SIECIF.111, DOCUMENTSFOR USE In 2 WATC;,TC-NTNEsf of EXISTING MCS7 SUS;','.RAIE SHALL BE THIF,Ai ;USpVN_sieiLIT` T7 ATANY RE",*, OR A , L`-EAFD WAT FRpROOFING MF.SRANZ 15 REZ70RED A9TER FAESUCAr,04 AND Ih .Ai.i,AT Oa Cv, STAUCij;fzE pKOPOSEONEREFTN. THIS ENGINEER SMALL HOT BE RE5PON1515LE FOP, ANY WATER PRTTOFlNr OP LEAKAC-f SSSUFI WHICH 'Ay OCC,)R AS I NESS STiALL BE HEW R[$F A'ELF THE INSTALLING CONTRAC7,0F, WIND El'X NA 'FCOPIFS T34AT ACCOMPAny THE vI, I 13, _ AN "RLA TION OF EXPOSURE CAT SPEEDS TH SEC71ON 2f, 7 3 OF ASCE 7,110, ED$ USED IT4 15 AppRo,%L, SEE 15-2378 I NIAA`t*f1 ANCHOR SCHEDULE:'` 1" CUPS 2" CLIPS SOASTAATE oescrtxanom Su"T"Te oescxTCTTot+ 1; 51 WO CARRON TFtl "' J35 . CAREFON SIr.'R 1TA B 11-VtX TAKON, xi w N'jv DF%TA?'C4' ' •``L .t ram Rf E 2 Jii EM9ED'O:% L' A 4 TNtGK MIN, C,JxCPETA 4•r MAN. (a TH..X MIN, iSY4CRE3N, 3#5 #rx # Akil y r4, -` na PEI mmN ,, t LGF II S. A?ivi 3 M=.x ( nwj 4 MIN } gq? A UBSTA%cf., v, M3x f a 3 S S3*AG•N, 'Q AH" J S.now, TOAW g a < + I AD A[e^rr ANCHQOR 3 . z A-JAcrxr Axc.*TOR. s _. s4 1 AIL MINlsM' i )` A IA SAE GRADES L () 34 >A G+iASIk AIUM4xi1M f SMFF- META. SCRFWi r0R5MINEMEF- M£TAi .R£W T{? ix m A um.naw mwlof AL M.xaM, wRav o s 3 3` MAX 1 MIN ALJ Sx 'Ml MIN, ( N b3 6 Pt'"f»ES F^N fA5" ° TM fY & b} 5 FIT' IIES Mix. OAST TfiK r ?'+:READ MANE AL'J IxU,M} T'i2£A RI.ANL Q W rk' CUPS TYP. '''^, li' CUPS ib, # •! H D pMAX Eyp TI 7, A:4 SAE GRADE 514SA£ CR.h3£ $ II 2S MSPt. SNFF7 ME`A {...R 'S)-. K!{.241 1,Y. 5HEIT ME AL SCREWS 10 revMITI. $T?:EEjI S,Tc'.".£S 13N O. A$i 5'tCnFS MOSN PAST KA, MAY }'11+^:. 3 t IAl tH&EAJ FtAhE !^ tx. -ItFL) NASA' 7tAHE z i CN aMPx AND CCC.DL-TA C'fxCIUDE:.. NSM S,IErP" _ARSE. a CONNECTION C'`}'/'p ''J(' /^ 2 ENSURE MEDGE DISIAHC AS xp IN A14CHOR ,tN .YI^LE, v 1 Ct) N N L.L. 1 11J! Y TYPE iL 3. 5 £ i:,`TA', l.S Of. SHEET 3 FOR ANC!KJCS A?"AC!i:PYG TO *°?C*`AYit'At, i)x'. i. z -i gf fA O g CONNECTION TYPE C2 2 I' {;! SP - iJiiLi2.. } i} AT EACH GiRR'£:R c?}A, A TCX`AL Of (4j FER UNIT AT EACH .{3AR£ft FGR A 7O AL OF Lal&R JN_ wOn Li a a Q o t O Z 12R* C v n •• a c x a o atiJMn ' z " 4. 5° MAX 6' MAY o < O p cF..FT CUP FA.s A " _ 3 TYP MEC MANI AL a -- utP-Ci:v UNIT PER z C_R Tl3N, I' Mo 2" CC;PS 3' MkX TYP_ y% 7a CLIPS. NA}' UTI UZE;4} C F ti?•n 5 Jt A OF U?Sii OR A 70TAL C F , • ITS J '• 4 ia7 TER i l R` ' NT its 4 TYP. aL, Ry11E` ; m.' vA.i . 401 15- 27$ CONNECTION TYPE C3 CONNECTION TYPE C4 s ALTERNATE 8 CLIP DETAIL n3 C3 IjMJjZE (zJ AT EACH 4:0RWAT A POTA4, of 1. s ,ura 4 N.r.s. A; mac*+ £s a n -TAL t rs2 a_u_ ear KANVIEW Tii?$ OETAtI MAY Y£ USED AS AN Ai.'TcqA'E G`cG3^'xv"TtiC PATTF CLIPS AST EACH C()PNI R f-Ox AT IAL Qf EI} 01PS i?: FOP ANY CUP PIG RLC'e pll 1i91 L171CZr (5)-#12 SAF c RAD, 5 STETE 70, 0,068TMICX-, ASTM A 2;''l j STEE: - TYP. J; z 3j-#: 2 SAE GRADE 5 SHEET MEAL SCREWS FOR CLIPS UF TO 5" A L" N.O. i5)4iI2 'HEE7 ME pop CMPS LONGf;k____ THAN Y, FYR CjP 5CHC:-, ULE; TYP, 03THFR 1" CLIP ISOMETRIC DETAIL OP STEEL, TYP. SAE GRADE 5 SHEET METAL SCREWS FORCE, 1- 5 4' 1-0 G. T15 -ZF ( 4'-, 12PS4EET JR ME FOR EPF LONGER THAN 4', 40 E5 NOT 10 FROM 2- cl - IF &,4c-.OR sch:W-E, TIP, 2 2" CLIP ISOMETRIC DETAIL V IN'T. S. JSOMETplir WCHANICAL UNIT !Yi ( I714ERS. AL",tFllNJM UT TS S4AI 5'A% ; 3--.15 MIN, 1 MIN. Tfl,; CKNESS, E7EEL ;GU5INIG UNITS SHALL BE AS M AtS3 FY33KSI MIN. STEM,., GRADE 33, 22GA MIN, 0J)645- THICK ASTM A283 STEEL CJP, TYP. BASE OF t:IJT SKlkE,__ BE FLU S,4 W., BASE IF CLJP ; NO SPACE PERM'TTE.D' TYP, 3,912 SAt G4ADE 5 STEEL METAL SCREWS mr, CL; P11 UP TO 5- LONG, UTILIZf- (5)- P 12 SITU MV AL SCREWS FOR CLIPS GER 7"XN 5'. PROVIDE ( 5) KTCP_ES YIN, PAST FOR EACH 7YP, ANCHOR PEP AUCOOR SUBS - RATE PER VA R'; f 5) 1" TIE -DOWN CLIP 3 ANCHOR DETAIL 3) DESIGNEO FOR F C- NTACT VVITH THE BASE AOH WCHANICAt UNI_ By OTTIFRS, AL-MliNUY HOVE UNITS SHALL FE, 6063-T6 Mf.'4 AL'0y?'w'M 5'ICIT WITH KS L 0""s' - S.- GRAOf, -, 54CET Il,*N, Tm1,xNfSS, STEEL HOUSING,WlS MiTAL SCREWS FOR _-EPS 4- Et" A_'_ 5E A51M A653 FY=,EKSI MIN LONG, 07EZ' S EEi iTE'L, CkAoF' -3_ 2CA ?1,FTIL SCREWS FOR CLI-1 LONGtR T-AN 4'. PROJJDE (5) P.11CMES MIN. PAST TPIREAD PLANE 0.C3721 oil 01101 FOR FACH 5MS, TYP, 41C'K AST- F2.3 STE EL CLIP, EASE OF UNIT SHALL OR WIT,-, CASE ip, PANCHOR OF Cup, NO SPACESCH-DUL, PEPMITTED, SUB IRATE PER ANCHOR ER: Mmmt YARMS) 2" TIE - DOWN CLIP 4\ ANCHOR DETAIL CLIP iS O- SIG4ED FOR FULt, iW.,AC, l,-jTTH, THE BASF O La 01 go I d C, uo 15-2378 TABLE 1: Vult=175 MPH, EXPOSURE C i'Cl ;SF WIT, A A;Sl, CA7fGClRY I'S I iNJHE Vti;D00TY H%;RAICANE ZONt') A OWLABU RI! T!f4','WVN 0, - - - SiJR,WE AREAO; U141 NC C2 C3 04 JjHi-, LARGEST HEIGHT WO` H I T fr 24'VAX Ir NIZN NIA AT GAADf A' *ME Ti 2M7 F- 9 IT, v, 740 15, WIN, jvA AT j RjGj AT GRACE H 5 60 IT AT 4,Aot jj IE M T7 H < 30 FT HsZWAT 6 Ill AT GRAM N540FT AT GRA:* H 5 20S FT 9-1 48" MAX 24' WiN 34jA AiGRADE AT 15PACIE 1- 4 M I' N/ A AT rlkAt)$ f AT GRAM H5 40 IT NIA A, GaADE IVA AT GRAD' 23 F" NIA AT CRAM WA AT GGRAa! 25 Fr WA AT rRAVE N/A A, raw f1r, Y MAX 4-A' M.14 WA ti/A 7,/A AT now- 36 FT NJA 141A Ni A AT GOX. T" 15 TASLZ is pflzl'Alts H l To Iq t)r HE WHiC,? A%C1 M- AM; -,A , 4i A RP` ; A51 TY eWS TAM WITFttN ORDAC-OUN7ii TABLE 3 Vult=170 MPH, EXPOSURE C 0 _,`. Pztl:iti -I,, F Su ; ZFA(T Arz. 0; UW Cl C3 C4 m- 5 A4C, ST r, FACE 6 F It VAX MIN NJA H 2W FT lnAT CRAX 1/ 1% Ti/A HRT T 2i)07, F' C- RAH 2X, 17 V 47 GRAW s ?06 FT 20,(, 60 f , H ()o 1, 7' AT (iPADE m s in FT I 2fy) r 206 9F, 43-MAX 24"MIN NIA H FT AT f-AArA fo FT y H 5 v fT FT 12, V WA 2w, AT FV N/A Ai CRADE NIA N52:XiFT i4; A AT F s 20" F T H: 5 30 r 25 F-1 N/A N/A N jA FT , It I 2X, I' so I.IAX 46' Nqll, AT CRAM NJA A 10 F1 s S S 18P FT NIA WA NiA AT GRAD; At, f, THT5 7A; ItF IS fEwij 5IKE CHKx 0aiUSEDWiT 4IN' PALM afl. , NVJ A TAOR .I HAVING T JORW=N FOR HE ', I$lk w 7FDFIDA COUIMFS APPLICAF U rlOF - Vl TABLE 2 : Vult= 175 MPH, EXPOSURE D 4, FFQ-R _U7E 4AT _,H A iUSX CA- EC CIRY P 5 TIRV-URF IN Tilf HIGH VEI oc.-F,, HURFI:CANE 70W, lo ASS40 'A Tif-vo" comArWoTm TYPE SIM S?AfAaMEADF 1 UMT L)Nr VxTTls,AAs;.y HEiGH-T W_- PACE F' 24- VAX 12, WIN NIA AT '.RAM AT G9,`IVi f4 $ 20P f_7 M.. Tl 32'WAX 15-11,1N WA AT GUM WA f4 ; NFT 41 C 4 FV AT GRADE i 21'.),T AT ClMf H 5 2MFI z 151" NIA I 1 15,7 AT GMf M 1,2W fT w n P-1 1 4$'YAX -14, MAN i9/A Al GIFAD' ATG,IkAM HIMIF7 F" NIA AT fiRAD M/A AT WiAtg NIA AT 00% # lik AT Goof 20 FT' 14) A AT'GRAD # N!"I AT CIP. AD E 2S "TT 0, 1A VIA AT ('FAI)f E, MAX 44',' % NN ,3^ F_ 2k14 AT wkkm T& I-, NA WA NIA AT "AM, T141 TABLE IS P7RV_tS;IXlF -01 R. USFD 0,'t-FIN71F Hl/K VtKH CfW'API3 RAC IWAADAP471 LvXA-kJl-.)R iy FOR E AM ICAAW- z K Tll,AKE W; TYfl'l _ZIT A-N FvORICA 0(,%U'Jl a I j z ZOTABLE 4 : Vult= 170 MPH, EXPOSURE D 0 WW FOjEIj 74 FII5K' ATfC,0RV:IS7R 077:lfif': z N Lu Z 5a19FRCARfA OFiTMITC2r3Ca to ViI ITS LARG57 HVG34' WtDTH FACE I) V 2A, m, A:% N,A 4 ?Xl FT AT GRADE H 5 atl F- K.1 ca N NIA A f3;I. OE WA W EC 'A' C- 1% H 2CC, IT NlA H ?00 I, sc 'm ILT I H f; 2C0 Y E,Al 9W 4S' MAX2"M,!N NIA IT AT GRAPF, T, $ 4 H 2'Wl FT AT GUM NI/ A 5OFT 1441 12orrF7FTIN; A 14A N/A H < Vil;l i0W if"S A 4)Wlt WA Q F7 Ez H 2C- I) FT IT - RA I D I zsN "'A NIA t4!1, Hs 200 FT 15-2378 ASC' f,`!AX 45 MIPJqkAr'F F7 H < 1w FT Nl;A N,". N11A AT CAA0C AN I XAV- Pis THL TAaLE 15 FERM, 154BLE 70 i j E PAY 3EW_1i COO N TY, CHECIV, Tl• W 1 TABLE S : Vult=140 MPH, EXPOSURE 8 TABLE 6: Vult=140 MPH, EXPOSURE G IFOR USE WITH A RISK CATEGORY iI STRUCTURE'] i;OR USE W H A RISK CATEGORY;I STRUCTURE') ARE . T ye} T ALLOWABLE ROOf•TOR HEIGHT (H,' ` TtE C{?NF TtONiYP£ TkE-DOWN CONFIGURATION TYPE MAXIMUM _ MAXIMUM 3 SURFACE AREA OF UNIT r UNIT - SURFACE AREA OF UNIT UNIT Cl 2 C3 t4 CI C2 C3 C4^ UNT'S LARGEST HEIGHT WIDTH UNITS LARC^EST HEIGHT WEOTH q= 7TF S FACEFACE 6 FT' 24' MAX 12MIN FT5H 5 15PTF' H S 200 fT H <_ 200 FT H 5 200 FT 6 FT' 24 MAXI 22" MIN AT GRA3 H S 200 FT _ .. H 200 f H S 200 s,.., , .,, _.. ....._. _..._... —_....._»-...._____.._.,........._. ...---- HS, 200 FT15IAS0T H2FTH500FTH52009FT32MAXd515FTf60PH @ 4FT' 45zoo F' H s 20DFT H5200 FT H5200FT - 4FV Y5200FT H5200FT H5200F' 145200 F7 IN H 5 40 FT RT.GRAJ£ fin, H5200 FT H1200 FT 4520D FT BPI, H5200 Fi Y 260 FT H<200 F" 60 FT<HS2D0 Fr- { 60FT<HSISO $7, 3., ... AT GRADE H540 FT 4fT' 48'FAAX 24' MIN HS200FT H5200FT i H52WFT i 9FT' 48"MAX 24'MIN ATGRADE H1200FT I H5200F" 506T<H 5E0 fT SOFT <H 2O0 fT kpQ r. _,...._ ._..,. .... .._._»......,.,.. ....._.____ ,.,_---------- -- 60 H54OF7 ' 12 FT' AT GRADE HS200 FT H520D FT 12 FT' N/A H3200 FT 60FTTHS 140 FTI H5200 FT 1 # FT<NS200 rTE i LON/A FT AFT< H5200FT ATCflAOE ; H5200Fi 16 F7' NIA 111200 FT H 1200 F" 15 FT NS i€ 20 FT' NIA *? 5 200 FT 'A 5 200 FT 30 }7= N/A H 5 30 2 AT G `; H S 200 FT 60 H H5mFT. 69 FT<H5200 fT, z iH54CFTATGRADATGRADE25 ' NIA H 5 200 FT 25 FT' N/ A { 60 FT < H 5140 FT" AT G H 5 2')0 FT g. 60 fT<N 1200 F. SCI FT HS80 FT .. 60'MR%' 4E'M!N "1 Z 60" MAX 48" MIN .. .. € t 4 Q 3 O a EDP` N/A HS15FT AT GRADE H5200FT 30FP ) NIA i AT GRADE N/ A H5200 fi pp0 00 p 6C FI<H 516Yl FT 2''< T ¢ A GRADE .. 36 FT' N/A T AT GRADE H 5 20D FT 36 Fi' NjA A T GRRADE Tl7A M S 30 FT Q 64 FT<H 580 PT i601 HS200 FT 4a h z t TABLE 7 : Vult=140 MPH, EXPOSURE D uj o FOR USE WITH A RISK CATEGORY 11 STRUCTURE') }— iz c r; ' ' 2 Z t - z o ALLOWABLE RODF.TOPHEIGHT H) i71E•COWN CONFIGURATION TYPE Q £ w MAXIMUM F s i n SURFACE AREA OF LlNPTdT { UNIT Cl C2L3 C4 UNITSLARGESTH£ W DrH co FAQ i H330FT gg 6FT' 24'MAX E 121MW N/ A HS204 FT 60 FT<H<200 FT A7 GRADE''' 9FT' 32 MA81 15"MiN N/A H5200fT ' N5200 Ft y 60f<H 5140fS 4fT' 60 FT<H5200 FT, HS200 FTN5200fTHS2IXiFT i 4 1 AT GRADE 6FT H<_204 FT H520S1fi H5200 FI SOFT < M S 300 F7 4S1S FT 9FT' 48" MAX % 24" MIN N/A H 5 200 F7 H S 200 FT i5p F3 < H 5 200 FT N 540 FT AT GRADE . 12 FP NIA 2o0R i607< H52o0F7 60FT<H%80F7! HS % s i AT GRADEI6i'T' N/A NAH5200 FT 20',F4R;7Ffi48tLRA, Y1L+6tS 64+FT<H 5200 Fi'- , 20FT, d!/A A-' ATGRAnE H%2WFT i5-2378 6f) FT<HS200 FT` 25 FT' N/A A: 6NADf , NfA H S 200 FT r 60 PIT < H 580 F" 60" MAX ` 48" MIN864OFT30FT' N/A NIA VA AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO 8E USED WITHIN ;6C FT < H S 200 FT BREVARD COUN71, CHECK WITH LOCAL AUTHORSJY HAVING iUR15DICrON 36 Fs. r N/A NIA j N/A BE AT GRADE fAPPt THE RLkGBiUtY Of THIS TABLE WITHIN CERTAIN FLC7RSOA COUNT;£). PT < Hs 200FTE w/w/w EXPRESSw ENGUNEERUNrz ExPRF—aso EXPERT PRODUCT EVALUATION REPORT April 14.2815 Application Number: FL #14239.1-R3 FLB Project Number: 15-2378 Product Manufacturer: B[NP}nkarnabono| Manufacturer Address: 471D28thStreet North St. Petersburg, FL33714 Product Name: Slotted Steel Tie -Down C|ips, 1^and 2"Models Product Description: Steel Tie -Down Clip System (For Use with Mechanical Units at Roof or Grade) Scope of : This Product Evaluation Report is being issued in accordance with the requirements ofthe Florida statewide acceptance per Method 1 (d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition (2014) and is, for the purpose intended, at least equivalent to that required by the Code, Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Department of Community Affairs (Florida Building Commission) Rule Chapter 61 G20-3.005, F.A.C., for Substantiating Data: FL8 drawing # 15-2378titled "Mechanical Unit Steel Tie'DownChp: At -Grade and Roof -Top Applications", sheets 1- 5, prepared by Engineering Express, signed & sealed byFrank L Bonnevdo. P.E. iaanintegral part of this Evaluation Report. TE§T REPORTS Ultimate test loading structural performancehas been tested inaccordance with standards per test neport(o) by ee. structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: I Minimum Allowable Unit Width 2. Maximum Allowable Unit Height 01 3, Minimum Unit Weight 4, MaximumAllowableUnitSurfaceArea 5 Clip Configuration andAnchor Spacing 8 Anchor Capacity for Various Substrates 7. Maximum allowable roof -top heights for various installation wind speeds No 33% increase in allowable stress has been used in the design of this product, pxows: 954 ]54-O660 FAX* 954- 354-0443 www.pwcsxp.cum ENGINEERING X/ 4/14/20153 BMP International — Steel Tic Down Clips Page 2 of 2 Impact Resistance: Not applicable to this product, Wind Load Resistance This product has been designed to resist wind loads as indicated in the design schedule(s) on the Product Evaluation Document (i.e. engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document (i.e. engineering drawing), Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within and outside of the High Velocity Hurricane Zone (HVHZ). 160 SW 12 T H AVENUE # 106 DEFRFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 W W W. E NG EX P. COM CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 2 Documented Construction Value: S T ct: Job Address: Hos "listorIONstYesNot Parcel ID- n-imhutf At252,,- )b Residential gr ConitnercialE] Type of Work: New 9 Addition 0 AlterationEl RepairE] Demo El Change of use El move 0 Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: Email: Title: Property Owner Information Name C*' 11111011e: Street: Resident of property? City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF -ORLANDO Phone: (770) 941_-542,1 x 2082 Street 6310 MABLETON PARKWAY, SUITE 1000 City, State Zip: MABLETON, GA 30126 Name StreeU City, St, Zip: Bonding Company: Address: Fax-, (770) 941- 9522 State License No.: CFC1426562 Arch itect/Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: POUR FAIIITRE TO RECORD A NOTICE OF COMMENCEMENT!'[AYRESUI,TIN YOUR PAYING TNVICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON TILE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINAN('ING, CONS11, 11- WITII YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do (lie work and installations as indicated I certify that no work or installation has commenced prior to the issuance of hermit and that all work will be performed to rneet standards of all laws regulating construction in this 'jurisdiction I understand that a separate permit must be secured for electrical work, plumbing, suns, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FRC 105,3 Shall be inscribed with the dale of application and the code io effect as of that date- 51h Edition (2014) Florida Building Code Revised .tune 30, 20 15 Penim Application NOTICE, In addition to the requirements of this Permit, there may be additional restrictions applicable to this property that may be found III the public records ofthis county, and there may be additional permits required from other governmental entities such as water nianagerrien( districts, state agencies, Or federal agencies. AccepUlnCe of-pernin Is verification that I will notify the owner of the property of the requirements ofFlortda Lien Lave, FS 713, The City cif' Sanford requires payment of plan review fee at the time ofpermitSUbouRaL A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction Value of the Job at the time ol'submittal_ The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured oft the executed contract exceed the actual construction value, credit will be applied to your permit ices when the permit is issued OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating coustrlllic ti and Zoning. SlgoaWre ot'OwneriAgent Date Signature of : ColItor/Agent le"fx1te ffe^rt— Print Owner/ Agent's Name Print Signature of Notaty-Swe of Florida Date Owner/Agent is Produced ID Permits Required EXPIRei Personally Known to Me A_,O\ AtJG21, Ty PC 0 F ID Construction Type:. Total Sq Ft of Bldg: or ary- State of Flot ida gate Ror/Agent is Personally Known to Me or ed 11) Type of ID BELOW IS FOR OFFICE USE ONLY BuildingF ElectricalEl Mechanical [] Plumbing[] Gas[] Roof [—] Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes F No F #of Heads Fire Alarm Permit: Yes [] No[] AP11ROVAI-S, ZONING: UTILITIES: WASTE WATER: ENGINI`71--RING: FIR17- BUI[,DING:— COMMENTS: Revvscd Jtinc30, 20li Permit Application t CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: Job Address: ACL56 :1h c) LL, &L _jL r-, Historic District: YesE]Nog I F1Parcellb: Residentialz Commercial Type of Work: New AdditionEl AlterationEl RepairEl DemoEl Change of UseEl Mover] Description of Work.&_ QIU3 LgLYDz-, 1J _A, CL" IN"sr tom),vioil 0"Q_ Plan Review Contact Person: 0 Title: Phone: A- Fax: Email: Pioperty Owner Information Phone: qu, (. 0A9 -00-1" 7 Street: Lt 6 Resident of property?: cJ City, State Zip: Contractor Information; Name Phone: L- IC" Street: ' al Fax: E_qCXD0 City; State Zip.' 0('1P_L*ad6 ELL- State LicenseNo C Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: F= E-mail: Mortgage Lender: Address: WARNING TO - OWNER: YOUR FAILURLTO. RECORD A NOTICV FOF COMM N,.'qkK ENT MAYREYOUR Y RESULT PAYING TWICE FOR IMPROVEMENTSTOYOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST REC - 0 It . DED AND POSTED ON TOE JOUSITE 'BEFORE THE FIRST INSPECTION. IF YOU INTEND TO* OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance, of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrieal work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. J_ !_ _"- - -t L-, .. , . . 11h I'Al At D-kA.-- 9--A. FMICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalue, of the job at the time Of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be apptied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signatum of Owner/Agent Date Signature of w,t actor/Agent Print ownodAgegi's Nan -to print ontractorlueat's Name I f11 1 Si Qf State of F ride Datu Sii naturq of t Fofary Statc'af Florida "„' .„ 7 - & ter. t, s z,,. .,.E r KAREN HUGHES F) T = W'_ Notary Public- State of Florida My Cornrn. Expires Mar 26. 2017 Commission {{ FF o^21711 Ti t!3 ar.' ;7 OwnerfA.ent is Personally Known'to Me or Con tractor fAgent is r on iy itroxr to lute or Produced ID fYPC of lD Produced IU _Type of BELOW IN FOR. OFFICE USE ONLY Perinits Required; Building Elearical j Mechanical PlutnbingQ Gas Roof D Construction ' Type: Occupancy Use: Flood Zone: Tote[ Sq Ft ofBldg: Min. Occupancy Load: - # of Stories: ar ` l New Construction: Electric - # of mps Plumbing # of Fixtures Fire Sprinkler Permit: Yes ElNo IJ # of Heads Fire Alarm Permit: Yes E] No Q AI' I'ROVALS: ZONING. ENGINEERING: UTILITIES: WASTE WATER: FIRE: BUILDING: COMMENTS: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: Job Address:W6 iee,asLt,:e_,LHistoric District: Yes No, Parcel ID: ResidentiaQ Commercial Type of Work: Newo Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: y_ t ljjj & Title: Phone: Fax:4Z -32 6. 3 Email: i°tt} (lann Property Owner Information Name T Street: cXoo City, State Zip: ) E D7 Name Street City, Phone: Resident of property? rmation Phone: Q -7- Fax: q4"1- , _ State License No.:CAU5D4_49' Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED} AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water' management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and -Ili —at work will be done in compliance with all applicable laws regulating construction and zo,.k g Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID of Contractor/Agent Name Signature of NoNry-State of Florida Date CHERYL D AKERS MY COMMISSION # FF998962 EXPIRES June 05, 2020 407)a9"153 Flandallotary$emce,com Contractor/Agent is _%r!fTersonally Known to Me or Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical[] Mechanical Plumbing[] GasE] RoofE] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: YesEl No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone• of Stories: Plumbing - # of Fixtures Fire Alarm Permit: YesE] NoF] WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application E TMG AtR ONOT1 6/13/2016 oai- TW C.ft Srpie, Sub/Part i C11-1— I n's, Ol Pt- 51,11. F7. n. I -IF M, It t.F.— It- F1-, —n -1,—T S1, 11— tv— su- 71. 11 & 1- C C nn-t, F, tl- 1 1. 0- 4, sm. T- 1 ITT- 1-1-s I tOF SMP 0.c6 cz-, i, W-11I` tilt. Fl— C-1— I t54 . 0 N Hx a— F, FT"" MI. W 1. 36.34x.e5 v DESCRIPTION,AS FURNISHED: Lot 25, THORNBROOKE PHASE 1, as recorded in Plot Book 79, Pages 3 thru 7, Public Records of Seminole County, Florida, BOUNDARY FOR/CERTIFIED TO: Julio and Julie Sevilla; Inspired Title Services, LLC; First American Title Insurance Company; Taylor Morrison Home Funding TRACT H FUTURE, DEVELOPMENT) N 00*10'44" W REC 112 REC I/ I.;, 50.00' 12NO - w D. I.R. IQ — 5.00' 25.00' 13 LOT 25 25.00' J.OIXJ.O' AC PAD 5.00' 22,0' 18.0' njt COVD. CONC. N, od 5.00' 22.0' 1 RECESS FOR POCKET SLIDER 44 ONE STORY LOT 26 RESIDENCE 408 LOT 24 FF.-25.30 CO 00 1 1 COVD. BRICK 5.00' 20.7' 16' 5.00, BRICK WALK BRICK 28.67' DR, 25.0C' 5.00, 0.2' 10' UTIL ESMT. OFF 0.1 f b. ON j 43.66' R61 72 R. PC) NO 1.0. S' CONC. LR. NO112D. a.B.)N 00010'44" OF 6,000 SQ.FT. LIVING 2,055 SQ.FT. 50.00' GARAGE - 460 SQ.FT. ENTRY - 46 SQ.FT. LANAI - 176 SQ.FT. BREEZEWAY - NIA SQ.FT. DRIVEWAY 403 SQ.FT. 6 TREASURE LANE A/C PAD - 12 SQ.FT. 50' RIW) TRACT I WALKWAY = 35 SQ.FT. IMPERVIOUS - 531 x UTILITY AND ACCESS R/W 3,187 SQ.FT. O Soo - 2 812 SQ.FT- OFF LOT AREA O:L ULATIQNS: RIW - 550 SQ.FT. APRON - 152 SQ.FT. PROPOSED FINISHED SPOT GRADE ELEVATION SIDEWALK - 250 SQ.FT. PER DRAINAGE PLANS 9V&QitQ SOD SQ.FT. FRONT 25' T-77 TAL ARE:Af- x tin- R PROPOSED DRAINAGE FLOW REAR 15' PROPOSED INFORMATION SHOWN AREA - 6,550 SO -FT, LOT GRADING TYPE A SIDE 5.0' BASED ON SUPPLIED PLAN DRIVEWAY - 555 SQ.FT. IPROPOSEDF.F. PER PLANS - 25.2' SIDE CORNER 10' AND/OR INSTRUCTIONS PER SIDEWALK - 285 SQ.FT. CLIENT(NOT FIELD VERIFIED) SOD - k§Q SQ.FT. SCO 77 7 & ASSOC, ICRUSEjVJfEYTR .7 IVC LAND SC/ VEYORS LEGEND - LEGEND 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436PPLATPnLPOINTONLINE F • FIELD typ. TYPICAL. NO11m, 614" PIPE PRjr • POINT OF REVERSE CURVATURE I.R. WZ ROD P= POINT or C004"D CURVATIJK 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE UWWW TECHNICAL SrANIIAROS SET FORM BY Ca PAIL RADIALCONCRETE THE FLORM BOARD OF PROFESWhAL LAND SURMADRS IN CHAPTER SJ-17 OF THE FLORIDA ADMINISTRATIVE CODE. Sr 1/9* IP. ./0" AM KOL "ON-RWAL 2 UNLESS IMSOSM WITH SURVrMftT SCAL, THIS SURVEY IS NOT VAUD AND IS PRESENTED FOR INFORMATIONAL PURPOSES ONLY REC, FCCGVFM VP. VtTNM POINT PALL POW W KOINHING CAM CALCLILATED 3 THIS SURVEY WAS PREPARED FROM ITTLE INFORUMON FURNISHED TO THE SURVEYOR. DIM MAY BE OTHER RESTRICTIONS P&C. • P004T OF CONNENCID"I"T PPA PERMANENT REFEREE MONUMENT t CENTERLM Ff. FINISHED FLOOR ELEVATION OR "SUANM TWT AFFECT THIS: moptw 4. NO UNDERGROUND AWPROVEMENTS HAVE BEEN 1.0047W UNLESS ONERWISE SHOWN. N&D HAD. 46 0M UJ- • BUILDING SETRADC LINE 5. INS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF IN= *WWW TO AND SHOULD NOT K Ran UPON BY ANY OTHER DIM R/w Rxw-OF-wAy ex BENCHMARK EW. CAMCHT BASE FARING 0. DIMENSIONS SHOW MR THE LOC47TON OF WPROKWMM HEREON SHOULD NOT BE USED TO RECONWRUCT BOUNDARY LINES. DRAM. DRAINAGE 7, VMRWUS, ARE BASED ASSUMED OATW AND ON THE UNE SHOWN AS BASE WAMNO (B.B.) ML. UTILITY B. aCWTOM IF SHOWN. ARE EASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. UNLESS OMERWISE NOTED CLFC. OWN LINK FENCE w[APM • vado FENCE 9. CERTIFICATE OF AUTHIMMI)ON Na. 4596. C/o CONCRPOINTETE ILOCK SCALE I-- I' - 20'-----1 1 DRAWN BY: PIC, W CWVATUK P.T. • POINT OF TANGENCY OESC. DE=RIPTM" CERTIFIED BY. DATE ORDER No. R RADIUS L • ARC LENGTH PLOT PLAN 10-12-16 3454-16 D ^ OMTA REVISED PLOT PLAN 10-20-16 3558-18 C CHORD C.& •CHORD KARIM P0Rh#BOARD FOUNDATION/ELEW. 12-28-16 3990-16 NORTH FINAL/EL04-17-17 1466-17 MtA,\ OL THISOUILDINDIPIROPEWDOES. NOT UE WITHW < THE ESTABUSHEID 100 YEAR FLOOD PLANE AS PER "nRA#' 7wk MS+—M RS.'-j 4714 ZONE MAP 1 12 t 17C 0055 F. J.WES W. SCO , R4S j 4801