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HomeMy WebLinkAboutCarport Construction PlanARCHITECT y'Y1_IT ppf � PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD PRESSURES(WORST DESIGN TYPE CASE) PRESSURES WINDOW ZONE4-47.9 -60 JELD-WEN PREMIUM FIN IMPACT #10 PH THROUGH THE NAIL FIN WITH SUFFICIENT LENGTH TO ATLANTIC 14095.4 PENETRATE A MIN. 1-1/2- INTO WOOD FRAME, WITH A 1-1/2" VINYL SH MIN. EMBEDMENT AND %" DISTANCE TO EDGE SKYLIGHT ZONE 2-53.9 -fA SUN-TEKSKYUGHTS iCNGH FL# IMPACT NIB X2-11r DECK SCREWS@ 24" O.C-3 PER SHORT SIDE AND 20881.1 4 PER LONG SIDE, EA. REQUIRES A FASTENER 3" FROM EA. END. ROOF ZONE 1-38.2 -113.1 UNION 5 V CRIMP FL# N/A N9 -15 WORD SCREW WITH WASHER @ 9" O.C., ZONE 1 & 2, & ZONE 2 -53.9 SCORRUGATING MASTER RIB 7271.9-R-2 ZONE 3, 5.5"-3.5", 5.5" O.C. ACROSS PANEL WIDTH. FASTERNER ZONE 3 -10L4 COMPANY PANEL SHALL BE SUFHCEINT LENGTH TO PENETRATE THROUGH THE SUPPORT AND 2X4 FURRING WITH A MIN. OF 3/8" THE SEAL HEREON 15 PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR TH15 STRUCTURE. THE ACCEPTAI PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN El CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. NOUS / DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING RESIDENTIAL CODE. t A,t CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION +€k? (T 7 Pr R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE. Nam°`) Z)c Foor WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT Q.7AFTJ5F- *BAR GREATER THAN 200 AND A SMOKE DEVELOPED INDEX OF NOT GREATER THAN 450. ! V E S ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTRAETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE DEVELOPED INDEX NOT EXCEEDING 450. FX/4T i oJCa>. '' O V IE I> ' FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE -DEVELOPED INDEX OPNOT MORE THAN 450. ru�FTP TABLE R301.2(1) CLIMATIC A , ND GEOGRAPHIC DESIGN CRITERIA GROUND KNOW WIND DBBION 8pt,od° Topo#raphb SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN ICE BARRIER UNDERLAYM¢¢NT FL000 A R Fflt:ELNO MEAN ANNUAL - Frost Ilne - LOAD (m h aftuet�NA1 CATE00_RYI Weatherhe doote Termite° TEMP' REOUIREM u HAZARD89 INDEKI TBMW NA See Pt8. It301.2{q) NA Negligible NA Vory Heavy NA NA NA NOTE: STONE ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6"O.C. ALONG SUPPORTS. FASTENERS TO BE USED CAN BE 6D COMMON OR ROOFING NAILS HAVING A MIN. %" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN. W CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS %" MIN. NZ� cc-.1 Avg F+tJ1 tNsw/-aTC®.a1 l�?r C ® p�rcLsAaLL ZX BLoC�ING l�Zl� OTz.TC �-ti Cs?/c PL'fLr•-�®o1G' ��6d,alo.l`S �4 o•cr 1 �� 8 ®.C, ZX6 C'I'- -z* Cp Sfwe> @ tCo C3° e ° r- W1 6tMP5cea 5P "W" gTppPS �32 m.0r1 PRT� 2�8 �ogti•D M Pc.p.�C.• ''-s�I/y`F 5t/Z / / �3jsq•"'1^:� FL_o o e:t I�eo �o+�.��z�.xr.�,s e I �S � I'�f���/t LLL`7 Z.4 HPcIJCcF')�+ SI NLPSon� �} z,ls /�'� CGt P Zit Lrwcer� w� 3jg"Jc ��LaG Z�CCa Fc IA. c/ n�Gs t3or1CS ca )G `A4- ZX4P� �ZxG+i J>C 4 w/ Iz-14PA fJ aYtl-`i �4GZS�Pyti yt�t� Tk lz#c $,fit' T1>4P-64 ,�o.g�j- � ••�, 8 x \IRl gJ�.,Cvti+�'T t1•.. A- tj '2' ,1 . vV+ f 00, STRUCTURAL NOTES: 1. STRUCTURAL LUMBERTO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE. 2. CONCRETE SLABS AND FOOTINGS TO BE 2500 P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60OR BETTER WITH 30" MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES OF THE FLORIDA BUILDING CODE 2014 EDITION PER WIND LOAD COMPLAINCE. 7. WINDOW & DOOR ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES OF THE FLORIDA BUILDING CODE 2014 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 8. FOR METHOD OF ATTACHMENT FOR DOORS & WINDOWS, SEE PRODUCT REVIEW AFFIDAVIT. NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM 2-MAX COATING OR BETTER. C JAN [ST. Lucie County, Permitting Certification for Design load Compliance 1. DESIGN CODE: Florida i°j P�r�Tih*Ecode 2014 Edition w/20_ supplements using ASCE 7-10 2. Structure Design is: nclosed_Partially Enclosed Open Building 3. Risk Category: ,I I ^III _IV Exposure Category: �B _C _ D Adjustment coefficient it d 4. Design Wind Velocityj6 mph _ ASD ! LRFD End Zone Width,4° ft. S. Mean Roof Height: L� _ft. Roof Pitch: 3:12 Parapet _ft, l 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ ?LO_' MRH(worst case)) Zone 1:-1aZone 2:- 5M Zone 3:41Lty Zone 4 ' 1711 Zone 5: V, SGarage: "J/N 7. Design Loads: Floor. 14'& PSF Roof/Dead: /h PSF Roof /Live 30PSF Balcony: _PSF Dock: _PSF Deck: _PSF Stairs: PSF Fence: PSF Railing: PSF 8. Were Shear Walls Considered for Structure?k Yes _ Not applicable Explain Why Not: 9. Is A Continuous Load Path provided? Yes, Not applicable Explain Why Not: 10. Design Soil Bearing Pressure:2000 PSF Soil boring Test required _Yes No (based upon section 1803.2 exception) Zotd er-I".7TkK)C® P->UII_pl/��Cs+S IZ �3 F) 7 LiIsSisswilill F�ofJ 1 �t--E VA��t®tJ a"(Z>'oa Pali Posx�€D ��CI ��Ll r'�w1�IsST a 12¢51�T1F °� fb�p ctaaSc, F9Zs, u�' I dt 5 �i� "'t"tthhC.tl POh'i CTY?r) .xr5rl� .o U11LIcY ok "i4Tl"c� LVAL.t � 7o E ( 3�0r-cep �6TEE`t"T A;rrL d $M �pEges IL SC Z`Co NC P'z' fo �Ide�s u1/ t L� s 15AI- edN FtPPFP t:S®P 7a Yak r-raov As ww�> 4-z' "A'TC-II4 F,F.7V)c®cL rOJ NT.mt-seuT E� ❑ $� s Pau.J6.L. T3Je.r L.C.E97. / F���P/�T-1C�7 '� � KtTCt•F�n•� jF-X/ST', Co .I C.0 L. e, �Lo ems.. �o° ,?IG4x4 P®5'r wl IA - O �clsTl ram f3k t to CoNC, gLAL Co L_ 4 - 141J Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON IC INC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT McFARLANE CARPORT ENCLOSURE ST. LUCIE COUNTY FLORIDA IENT ' CONSULTANTS ' REGISTRATION { a - REVISIONS NO. DATE KEY PLAN SHEET TITLE I SHEET NUMBER of ota� PROJECT NUMBER DATE 1/13//7 3�L911� ARCHITECT 5l?YLITIa PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD PRESSURES (WORST DESIGN TYPE CASE) PRESSURES WINDOW ZONE4-47.9 .60 JELD-WEN PRINHUM Ft# IMPACT #10 PH THROUGH THE NAIL FIN WITH SUFFICIENT LENGTH TO ATILNTIC 1409S.4 I PENETRATE A MIN. 1.1/2" INTO WOOD FRAME, WITH A 1.1/2" VIML SH MIN. EMBEDMENT AND %" DISTANCE TO EDGE SKYLIGHT. ZONE 2 -S3.9 .60 SUN-TEK SKYLIGHTS ICPSII FL# IMPACT #10 X 2.1/2" DECK SCREWS @ 2e O.C.3 PER SHORT SIDE AND 20981.1 4 PER LONG SIDE, EA. REQUIRES A FASTENER 3" FROM EA. END i HE SEAL HEkcuiv IS rnuv iucU Urvv i U IIVUA.AI L UUR Rt V [tw ANU APPRuVAL FUR USt IF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS AND M ETHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE NODUCTS. YX/iTfNC' �oE NOTES: :-GPI DRYWALL SHALLCONFORM WITH SECTION R702.3.I OF THE FLORIDA BUILDING RESIDENTIAL CODE, i IM f'sola G U S 2 Cp r i Pr CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION t A-n14F� (-� R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE. PC'-W Z)c Fz'OF WALL AND CEIL14G FINISFiE;S SHALL HAVE A FLAME? SMEAD CLASSIFICATION OF NOT e,e<%:T%5F_ tJA t L x p GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. �o 6179`/n,IG(��/ u G yT r`f'sA4 Fi 8� E 4- ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CESITI METER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 430, rnD V E D FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE -DEVELOPED INDEX OP NOT MORE THAN 450. N � W 13 J&f-k' Ft gyp' CLIMATIC AND ._ .... .. TABLE R301.2(1) GEOGRAPHIC DESIGN CRITERIA GROUND SNOW WIND DESIGN Spool° Topogrophb -..� SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN ICS BARRIER UNDERLAYMENT FLOOD AIR FREBZINO MEAN ANNUAL ^--- - Frost line LOAD mph allaera-! (N,A� GATE 0 YI Weathnrin • depth° T4rmile TEMP' REQUIRED, NA2ARDBF INDExr TIMPI NA See t, R301.2(4) NA Negligible I NA H Very NA NA NA NOTE: ST0t4E ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6"O.C. ALONG SUPPORTS. FASTENERS TO BE USED CAN BE 6D COMMON OR ROOFING NAILS HAVING A MIN. %u PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN. 3L" CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS %" MIN. APO AILM t NSA TLo.v -� Ijz CD �-i'Wr�•l_L. 7?c FxoCK.w� ZX g ~fiOP PLAT-E 318N)a 4 S vz \ pf2Y IN Pc-L-L. 4'-1 `l ©vric- 30 FEe T CW-3 6/e7i1r Z C ')t (9L rLA_30o C% �Uo•C, ice.$ v C9. C, W� h Ln4 PSola 5P "W" �jyp-p,PS `-Z e 32" co C , 'r-0 c-rr'o r,, 2.-8 T 0c)T m Pr..p„',T1E. 14/ L, 5)fz. Fs�aPs Pz� T5 @ 'ZA"o ,C-, A01 S ( "o 74 10 F3A.f� cati+T� eIL A 5 m X_> P21 uMlhy �E ^CyCr �j'ro hH?' J,U fzPO K F! a�9HL+JCe i t LLS L4 HPfZ ZyA i-E-�CeE�.. t3ovfxi Ce� (G" 64, CA I�dm,Gr �4G7S�Pyt7 SLAB VR ti• Too a 5%ferttKi l'L T6�t_ $ ov-1t ON (kQc �LlP�Ir.�Co � lGa�®�Cr .IMf2�r� E{ 7_,5 Ct-4 P ra FAga I A. P&C, Z?cCo N! Str'tPsoto �� .9'XA PO1aT' I Z J� J� Z4 P Pa uF�-D CJpraG fro w% t #� S $,�-TC4P61 Qog'r STRUCTURAL NOTES• 1. STRUCTURAL LUMBERTO BE NENRFIR #2 GRADE OR BETTER WITH 3000 P.S.I. MIN. FIBER STRESS VALUE. 2. CONCRETE SLABS AND FOOTINGS TO BE 2S00 P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60OR BETTER WITH 30" MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES OF THE FLORIDA BUILDING CODE 2014 EDITION PER WIND LOAD COMPLAINCE. 7. WINDOW & DOOR ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES OF THE FLORIDA BUILDING CODE 2014 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 8. FOR METHOD OF ATTACHMENT FOR DOORS & WINDOWS, SEE PRODUCT REVIEW AFFIDAVIT. NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM 2-MAX COATING OR BETTER. S e L ITT:= certification for Design load Compliance 1, DESIGN CODE: Florida _(L>��T/erode 2014 Edition W/20` supplements using ASCE 7-10 2. Structure Design is:nclosed_Partially Enclosed Open Building 3. Risk Category: -I 11,111 _IV Exposure Category: "� _C _ 1) Adjustment coefficient It 4. Design Wind Velocitykmph ASD _ LRFD End Zone Width X ft. S. Mean Roof Height: /Lft. Roof Pitch: 3:12 Parapet _ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ ? 0r_' MRH(worst case)) Zone 1:-ItLZone 2: - 3M Zone 3: -t 0/r Zone 4 = 1711 Zone 5: $7, SGarage: 00* 7. Design Loads: Floor: 4-0 PSF Roof/Dead: /y PSF Roof /Live 30PSF Balcony: _PSF Dock: _PSF Deck: PSF Stairs: PSF Fence: PSF Railing: PSF 8. Were Shear Walls Considered for Structure?k Yes _ Not applicable Explain Why Not: 9. Is A Continuous Load Path provided? 1&_Y Not applicable Explain Why Not: 10. Design Soil Bearing Pressure:2000 PSF Soil boring Test required _Yes J'� No (based upon section 1803.2 exception) FDOH in St. Lucie County Environmental Health Septic System Appears Adequate For Proposed Construction 5G-sF-p(oo2 This Approval Does Not Guarantee Performance of the System Reviewer: 4 CZ700 es() foLLf=6P �&ZL1rj�MiE13T ��Cr ` s IZ�p57�?Ji rp fb>�A dc*jc, FTI.�. lAt5" ohri / �� Tt4cN CTY�P,) :1C/5T )'v `� 0 SY ® > - o e P+ 6X15TIJ LG y4*t L To e 1 APPgn�pas Ap'�S ('F& Sr�l .Eee�+L i r Z, ep TIC Pe-` -ro �A-rl�k faYgf �•x gredr�5eP-F-Te At- t? d Nii As Fr^b 4 S q>au If � DP_tC LFaD 4 ` ! K4TCF4r-+� > X/STf Co e, / -- e-, C® L- r q1 # GII-� e L-SYLIT- 7EF 133 � -10 Ti F�� N ro ,. (4,4,A 4 PrJST L 5 tu 0 4� M - - h i � O G„ �t V. F=XIz�'1 NCv �yt t fLs CddC.el 8t-(d- Cote EC EcTP� cAL Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICI NC.COM STATE REG # AA26003348 COPYRIGHT 2017 OJECT MCFARLANE CARPORT ENCLOSURE ST. LUCIE COUNTY FLORIDA CLIENT ' CONSULTANTS ' REGISTRATION 1REVISIONS 11\10.1 DATE I REVISION I KEY PLAN SHEET TITLE ! SHEET NUMBER of oN�. a PROJECT NUMBER DATE ) 1131 17 a0�G1