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HomeMy WebLinkAboutRoof for Carport & Change out Roof DesignCt3NNFCTnR SCHFnt n F TRUSS ID BEARING POINTS) TRUSS ACTUAL UPUFT(GROUPED, WORST CASE) SiMPSON CONNECTOR(S) C:ONNECTOR(S) UPLIFT DESIGN FASTENERS A-B EACH 926# (1) MTS 16 1.0" 14-10d C 3 2 159# (1) MTS 16 1.000# 14-10d 3 & 4 1126# (2) MTS 16 2000# 14-10d GEA 4r" O.C. 3244 (1) MTS 16 1000# 14-10d SGEA EACH 926# (1) MTS 16 1.000# 14-10d SGEB 1 & Z BRG 157# (1) MTS 16 1000# 14-30d 3 & 4 BRG #1123 (2) MTS 16 20" 14-10d KING JACK 1 BRG 743# (1) MTS 16 1.000# 14-10d 2 BRG 591# (1) MTS 16 1000# 14-30d HIP JACKS 1 BRG 157# (1) MTS 16 1000# 14-10d BRG NAILED PER {rtuaa{{vrun{wA{{urv{gh[tdrKummAINUVALIUKtKSS"UNUKAWIN S. C:HAMBLKSIKUSS,JCJt3473504TRUSS ENGINEERING DATED 5,/25/2016. ALL LOADS REPRESENT WORST CAS LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. 01 Certification for Desien load Cem fiance STRUCTURAL NOTES: BE HEM #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS 1. 2. DESIGN CODE: Florida A tyw V"_ "' f L, code -�2014 Edition w/20supplements using ASCE 7-10 Structure Design is -ER Partially 1. STRUCTURAL LUMBER TO -FIR VALUE. Enclosed Open Building 2. CONCRETE SLABS AND FOOTINGS TO BE 2500 P.S.I. MIN. 3. 4. Risk Category: _I X it —il! _IV Exposure Category: B Design g y' �- —C _ D Adjustment coefficient 0 /8 gn Wind Velocitymph __...,..,_, ASD LRFD End Zone Width S. `__ Mean Roof Height: eft. Roof Pitch: 4-:12 Parapet ft. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP. 6. _ Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft, @ ' 4. CONCRETE COVER OVER REINFORCING STEEL: MRH(worst case)) zone 1:-91-1—Zone 2: - y 11 Zone 3: - 1—OL, 4Zone 4 - q2t I Zone 5: _ Garage: �i� FOOTINGS 3" 7. Design Loads: FPoor; PSF Roof/Dead: _PSF Roof /Live 36 PSF_Balcony: ____PSF Dock: _ PSF Deck: PSF Stairs: PSF Fence; PSF Railing: -AD FLF g• S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND Were Shear Wails Considered for Structure? X. Yes _ Not applicable Explain Why Not: COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 9. Is A Continuous Load Path provided? .X Yes__. Not applicable Explain Why Not: 10. Design Soil Bearing Pressure:2004 PSF 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESI ED & SELECTED TO WITHSTAND WIND FORCES OF THE FLORIDA BUILDING C E Zo Ili -EDITION PER WIND LOAD COMPLAINCE. 7. WINDOW & DOOR ASSEMBLY COMPONENTS TO BE CERTIFIED BY DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING MANUFACTURER FOR WIND FORCES OF THE FLORIDA BUILDING CO 2a 14-S�ENTIAL CODE' EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. CERAMIC TILE IN TUB / SHOWER COMPAp,TMBNTS SHALL CONFORM WITH SECTION R702.4 OF THE FLORIDA BMDTN0 RESIDE NTIAT CODE. 8. FOR METHOD OF ATTACHMENT FOR DOORS & WINDOWS, SEE PRODUCT REVIEW AFFIDAVIT. WALL AND CEILING FMSHES MALL HAVE A FLAME NWAD CLASSIFICATION OF NOT NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A GREATER THAN 200 AND A SMOKEDEVEI.OPED INDEX OF NOT GREATER. THAN 450. MINIMUM Z-MAX COATING OR BETTER. ATTIC INSULATION SMALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER WITH A FI SAME MEAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450, FOAM BLOCK INSULATION SMALL HAVE A FLAME SPREAD OF NOT MORE THAN 73 AND SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. �..___�... TABLE R301.2(1) CL.iM>;ATI& AMM t%PMr30 A CUU- MO.-, I'.Eit'NItG'Cf.A 0 co - a4 © Z ( k� ( t 19 4 GAS pwt,rA I -A or . 3 7_ O" --- T.,.. '- ""- ""- ++-•tea. r.r'.. . V VMVI.Ni• V{1{i L{ll% GROUND WIND DESIGN seismic _ SUBJEpT TO pAMACaE FROM $NQW Spssd° TopOprsphia DESIGN WINTE14 ICE BARRIER AIR MEAN Frost line DESiQN UNDER L AYMNT F60DD FREEZING ANNUAL LOAD mph eflaats° NA ATtGQRYf Westherin(}" _de�14h° Termite° TEMP' RfiQU1RED HA2ARDSO INDEX' TEMPI NA Soo 1Fiyt, R301.2(4) NA Negligible NA Very NA NA NA Heav 0 1165,C>:5� REVIEWED r DE COMPLIANC LUCIECOUNT ST. Lude uountY, permitting BENCHMARK ENGINEERING (Plollee raatr 41z,.a(17 , JF,915 p �3 1►tawwh�w C 0 400 �"eMM 0 pplpgpd— BOWDOIN G. HUTCHINSON P.E. - 806 DELAWARE AVE. FT. PIERCE;YLORIDA 34950 i P.E. #78 1',�j '0 �OF Fb 0 Llwl� I �So s c'. ' 14'i i t l r r4'rmAll-`" E%W�F-P ti 4� w w. ,a '^ bA�1? ROOF SHEATHING NAILING ZONE INFO. ZONE Pi REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD, ZONE P2 4` X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD, ZONE P3 5' X 5' @ HIP AND S' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD . NOTES: 19/32" CDX PLYWOOD SHEATHING 25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT SHALL.BE PEEL & SICK OR.30# FELT COMPLYING W/ ASTM.10226. I a M voov:i NZ)l,o 'rpjrvm�7 CAttl�n i a 1 V-ram{ rJ C / u BOWDOIN G HUTCHINSON P.E','//1; 806 DELAWARE AVE. 4 FT. PIERCE, FLORIDA 34950 P.E. # 70878 u c 1 SHEET e� P/z3 Ire 4 zoir 7 �-�✓r y�v 7m 141 sl'e;•x 4-?;'XCo" A�tc-r-E 00" '541yE'5 &T-- CoNrAlpf-Er- lr'oL- T-0 I e-r A" �l 3/4Ogb tf+e-+4 r at_T-* (,r`rP � ►mac) Fo " t o coNr)&-lNr.r<- str ©� Cz n FOUNDATION SCHEDULE FOUNDATION DESIGN IS BASED UPON A MINIMUM SOIL BEARING OF 2000 PSF. F-1 12" WIDE X 12" DEEP X T-0" LONG MONOLITHIC FOOTING WITH I # 5 BARS CONTINUOUS. F-2 2'-0" SQUARE X 1 `-6" DEEP POURED CONCRETE FOOTING WITH # 5 BARS @ 6 O.C. EA. WAY BOTTOM. F-3 2'-8" SQUARE X 1`-6" DEEP POURED CONCRETE FOOTING WITH # 5 BARS @ 611'A.C. EA. WAY BOTTOM. F-4 2`-6" WIDE X 2`-(E; DEEP X 32'-4" LONG POURED CONCRETE FOOTING WITH 3 ROWS OF # 5 BARS @ 8" O.C. CONTINUOUS AND # 5 TRANSVERSE BARS @ 24" O.C. ................... �3 I _ F[17 �� 8�M r .L boo yi � L pf a0 C4str�tPsoru Her ALO C_ -jl I A 1 1 P e%-[e"x 1141 I tJ'Fc 5'o--' 4 -TLtd w Fu-x;,. GY-t P i CA�•o �� l�fitrSo� hCttp 51M1P5a�.1 H��q 2lo a REVIEWED FOR Fria BOCC 1_ J __ gec; 2yz1Z Tr-! Nico�� EREC'E5—ED ef r �+ Permitting �[ , , unty_,, p - � d[ 3 H U T C 1�/i�� i ® i .� BIB w DENCHMAIRK ENGINEERIN DOWDOIN G HUTCHINSON F E. �i ! °R t! �i� S 1 O �o� 8 6 DELAWARE AVE. l ��. f 1114t00! FT. PIERCE, FLORIDA 34950 P.E. # 70878 SHEET ZT. ML Z :r 8-, ,-4 / Lz')y?-1' cps t'4zu i sii"S NG vue.r ocL PtQrNU .jt"g�&i'oo� Fafth�l ,� !J®�; aw tAoLv 'FKA, N FdA P'l PF-" 5--0 r—kT1 0 tip 9V—: T-h-, t L. �i6M i Fao 6TR u crI-4e.tat,r-0-ae.aC- NrGi (y 'r-trGa! C7 f;ov- IN.I c- t7go rT pit, Qt Qr^J<t ,fe,#.jFTX-a't-tower PRODUCT REVIEW Sark I'Sora t..LLs ,� $ STD. t tJfc>~.� 6(f4f,5<f -N V-Ce�-T- F4�f- A6Ll ! 518"pr p,t3 t Z—t Ce d- f-zI&.t G PRODUCT OPENING PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD DESIGN DESIGN TYPE PRESSURES PRESSURES (WORST CASE) ROOF ZONE 1-38.2 -135 UNION MASTER RIB NOA# #10-14 X 1.1/2" HEX HEAD WOOD CORROSION ZONE 2 -53.9 CORRUGATING METAL ROOF 12-0606.01 RESISTANT FASTENERS WITH SEALING WASHER. ZONE 3.101.4 FASTENERS SHALL BE SUFFICIENT LENGTH TO PENETRATE THROUGH THE SHEATHING A MIN. OF 3/16" @ 12" O.C.0 DOOR ZONE 4 -47.9 -/+55 JELD-WEN CONTOURS STEEL, FL# --iMPACf #12 SMS @ 17" MAX O.C. AND 1.1/4" MIN. WOOD EDGE 12769-R6 EMBEDMENT 1" FROM EDGE DISTANCE DOOR ZONE 4- 47.9 -/+50 SILVERLINE WEAHTERSTOPPER FL# IMPACT #12 SMS @ 8" MAX O.C. AND 1-3/4" MIN. SERIES 5800 14998.8 EMBEDMENT AND 2" MIN. EDGE DISTANCE MODEL 5802 SLIDING DOOR THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPOIN TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. '1, � � E'>1''ta.l,�LC.,. t-s As t► � Ce. `C U-1 A i - L- vie �otm uF-p Poo e k 4XAK VICr Atj&c.,-Jg :vim/ -w tZ ,2;,M5 ow i7-"o,c, Ole con►T wet-P �A,ILI-2 J/Z ot%e.:jp,e--L- ! SL C-L ve- �b NI U %C�tarw5 t,,/-CMS tZ n,C, 'Q1Iot,G� L� `�epC>tom . 40 f ` I LL- f,T ZXIv pr- 7-YA Tod t � RT/ 2.Y-z C4)CItZts�e €s P:T+ Zxaz. T��.r•�� Pr, Z x4 $o rte," gAa L y r _ 7- vztt Pi,Yt000p t l `-1� l 1-�' -ML1�•5- Gi Z4- IPA PAA .,K (!41 - wzmts, -SHOP p1zAwtK0s, ) cpx ek-'l wooP N+sc(L.<j FE ,t_ roe>p NA I tUvC� `F-,ONf- ® crzw (, ?94 LA- E�ZP°t, BF:A NC,r,. m1'G4ot- (-rep & tp aTTom cNortvsj Zx 4 1, X, Fmt C.t kate, FIST• r-Ott o sC,,., 9 ,Q , 6 4 ins eotw Mr,-- TA,,L S 1 t t., Cs d r•J t�ULf S` W I A,(LLs @ `�-�0sC., ( sjLLk. aC, FraG�® ZX�- CcatiaT'Ir LJ ca�.t t0A I t-.,F-Q Sl" P4oK-*> MT6 14 �- gelp r,--P'QE Z-,"'' I Klp �y fJ>,� a d�, v-- DdJ t 91W,L S4944C. S01FFIT Nk- 7Mf- C l$ r4IF-rAA- I-oc>FIr-re Vv"w- Wl 1-% vs-rjt5 t I Z I-1 LUX:, 1t tt I tc, IJA*tl� AC Co so - (cc a rT.' to Zx g • kz• t K w/(--t) speg5 Ae>U (2GG f 5t/ r, y `Z 4' ` d c C , v+► .1:. 4 1' Co n 6 !► ii► a F� v'- Z orm 1:,C) -� r t--r ilM�SDJ� I to `` 'Cw _ ,- we P. e Z-:'BIZ- EA-1 4VJ/1 tr4 yImG y W 5 b"c� tIZ e.`+Cwa o p 5 (r'tp5oly tt��� I S7 I N'S J LeA rl ®PZ —�--- NOTES: /7� CO 1rt4.�1���. CARGO CONTAINERS AR13 TO BE WELDED TOGETHER WITH CONTINUOUS 1/4» WELD. � ri7 ALL WELDS SHALL BE 1/41' FILLET WELDS UNLESS OTHERWISE NOTED # Lo IWx (45A P SCCS0-Vv ALL WELDS SHALL BE DONE BY A CERTIFIED WELDER ... _. Q lr two- 48 % co" A4-1 e.®' Tr P'0 4U NJ E o t l>a o I- C'bWf,,4 I N.; S ot--T V-C> 'Ta Z t rep...'! wJd�" fthP b-OOL"r s ?#T, '2)t(p pre- , t t-� a, Q I-L-P, -5,vciL PAY`•IY� ovER- CPX PLY Wrxs1P Per- i;.00F NIS.'G rriC� Nt= I T t pusva- �s.zc" t c /L3LL—� mm, ea ,4 i otJ e,E it• re.,tito tISP wA t- �I SGIV MTS tCp cy. 2 A TOP Pal 1-f�� wry 10 NEI/ t-(FA® 4CEAxW h Iy/ 9 t�e3--t .t r�-►Go w L fitter � 2�c�Fsr4c�5 @ AR9C898 zA `e' _�. 1-4 A. k 10 Vl l nrZk `�kSts Zyc �'iTd� Pt-Ary �S lalr /® w p I �L w ELL 7 a wr r C s •+rrrw r 2 p 0 p C7 3 f p ! i yt►�4_PSoN t-i�-�/� Z.O ' � -- ,t� �'��- Fes4� t�.l At�`C1 pN d REVIEWED FOR� r -q W CODECO NC NIPLIA • T® LUCIE CUU11 I' D SEP 24 ?019 ST. Lucie County,, PwmittOrTa -•-- --R - ENGINEER CERTIFICATION NOTE: = bib 0 ENCHMARK ENGINEERING 0 THIS STRUCTURE ONCE MODIFIED IN ACCORDANCE WITH PERMITOWDOLN G. HUTCHINSON _ APPROVED PLANS AND DETAILS MEETS THE REQUIREMENTS OF THE 2014 i06 DELAWARE AVE. '•. FLORIDA BUILDING CODE. �� Ofi . o��o O ` �d�. FT. PIERCE, FLORIDA 34950 ssrofiN�-`� GoT�! P.E. # 70878 //oI i t t!t! a KW � if -30 to t j A4 I C,®, 3" 3, L,"Vft- Lr- ahrur�� 6 VEIL' � H Yl a HT5 ELECTRICAL LEGEND SINGLE POLE SWITCH THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET 220V OUTLET MOTOR OUTLET WALL MOUNTLTG. FIXTURE -1F2 GROUND FAULT PROTECTION Y PHONE OUTLET J.B. FOR FAN/LIGHT COMBO j CABLE TELEVISION OUTLET WP WEATHER PROOF RECESSED FIXTURE CEILING MOUNT FIXTURE 50 SMOKE DETECTORS 1Cx"-*4 DOORBELL G►! CHIMES 3� 3/0 'Y`Hwlno CU, ItJ IZo /Z4< '-00 a MAIN @ t 4 Cu. c3itwa4 T1E D r Go¢?Pc.e se�vtc� HT5- ELECTRICAL LOAD CALCULATION 1280 S.F. LIVING @ 3 VA 3840VA 1840 S.F. GARAGE / CARPORT @ 1.5 VA 2760 VA (2) 20 AMP APPLIANCE CIRCUITS 3000VA RANGE 12000 VA REFRIGERATOR 1200VA LAUNDRY 11500VA DRYER 5000VA WATER HEATER 4500VA WELL 4500VA MISC. _ 3000VA TOTAL 41300VA FIRST 10000 VA @ 100% 10000VA REMAINDER @ 40% 12520VA A/C HEAT @ 100% _ 12000VA TOTAL 34520VA 34520VA = 144 AMPS 240 USE 200 AMP SERVICE PROVIDE ARC -FAULT PROTECTION AND TAMPER , PROOF RECEPTACLES. 0 ,E y' s BENCHMARK ENGI�TEk ° � ®G BOWDOIN G. HUTCHINSON P.E. 806 DELAWARE AVE. FT. PIERCE, FLORIDA 34950 P.E. # 70878 vk A�icha�f J 5e�1 AR%898 i r c> rn �r M / ^+'� ( 40 M o • M�IIIMII a 0 atom OF rIve N