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HomeMy WebLinkAboutBuilding PlansCertification for Design Load Compliance 1. DESIGN CODE: Florida e0#10JUt•IL, code 2017 Edition w/20_ supplements using ASCE 7-10 2. Structure Design is: _ Enclosed X Partially Enclosed _ Open Building 3. Risk Category: _I X 11 _]][_IV Exposure Category: _B—C X D Adjustment coefficient ('qJ 4. Design Wind Velocity mph —ASD —LRFD End Zone Width —ft 5. Mean Roof Height: 18 ft Roof Pitch: :12 Parapet _ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ MRH (worst case) Zone 1:4 64 Zone 2:- 04kone 3:- Iff" Zone 4:-+4AZone 6:- 01 Garage: 7. Design Loads: Floor: 10 PSF Roof/Dead: T ESE Roof/Live-36 ESE Balcony: _PSF Dock: —PSF Deck: &0 PSF Stairs: KL PSF Fence: _ PSF Railing: 5 0 P9F B. Were Shear Walls Considered for Structure? � Yes —Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided? K Yes —Not applicable Explain Why Not: STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE. 2. CONCRETE TO BE 5000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 5000 P.S.A. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 38"MIN, LAP. 4. CONCRETE COVER OVER REINFORCING STEEL FOOTINGS 3" BEAMS 1-1/2" COLUMNS 1-112" 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12"AND COMPACTED TO MINIMUM OF 95% MODIFIED PROCTOR DENSITY, 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 7. MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TO ARTICLES 2,1 AND 2.6 A OF TIVIS W21ACI 530.0/ASCE6 8. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER SECTION 2303.1.9.1 OF THE FLORIDA BUILDING CODE, "NOTE: ALL FASTENERS, STRAPS, CLIPS, ETC... SHALL BE HOT DIPPED GALVINIZED OR STAINLESS STEEL T— ffAIA.17 A 4- A ' Of' `}� 7- -4 r*ac- VSr--y— 1-b Isle -lip jr�vr-P> Arl, �r-5,0- F >v eS.T I, 1J col CCX K-N Q Iro � MFW10%JaV r-f-M-1 V.> 'Fop- Hi' 4 CA L- PF-t-A, RECEIVED SEP 1012020 permittAs 0 partment t1t.. t54 =; ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARC HITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT DOOLE Aru"DITION ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS BENCF BOWDOIN 806 DEiAWARE FT. PIERCE, P.E. p BCD MARK ENGINEERING G. HUTCHINSON P,E. AVE. FLORIDA 34950 fill.... yx L44 S 0 MICHAEL LORI ........... TE J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE SHEET NUMBER A PROJECT NUMBER 7 7 C`,G (,4 DATE e firtsvL kr- - ARCHITECT RU A REQUIREMENTS DIST. SEPTIC TO HOUSE t8.0' SEPTIC TO WEST PROP. LINE ±16.9' SEPTIC TO NORTH PROP. LINE ±16.9' QUEEN` ISABELLA FOUNDP--K NAIL/DISC COURT'.R.P. '. FOUNDS18" P.R.M t62'0 ASPHALT IRON ROD @ @ P 1. CUL-DE-SAC P.R.M. @ P.1. yo NOI.D. �I o w ` ^ FOUND 5/8" SET 112" IRONROD IRONROD NO I D. C-2 * LB #7893 O O 169 o � � .A� � •V� OO ti SEPTIC—r m mm I ^' �M p C� 109'9•s, - 9cS P.C. �9.6' BUILDING FIZ4 \ o� _ ? maQ 3"�' PLAT i g LOT K ao.e' s:r LIMITS BLOCK 1 6 .' o ✓ BEAM SCHEDULE D-1 # 5 DOWEL DRILLED 4" MIN. INTO EXISTING BLOCK SET IN EPDXY @ 24" O.C. VERT. S-2 SUNDECK 8" (5000 PSI) FORMED AND POURED CONCRETE SLAB WITH # 5 BARS @ 8" O.C. EACH WAY BOTTOM. B-1 12 WIDE X 24" DEEP (5000 PSI) FORMED AND POURED CONCRETE TIE BEAM WITH 4 # 7 BARS BOTTOM AND MIDDLE AND 2 # 5 BARS TOP WITH # 3 TIES @ 8" O.C. B-2 16" WIDE X 24" DEEP (5000 PSI) FORMED AND POURED CONCRETE TIE BEAM WITH 8 # 7 BARS BOTTOM AND MIDDLE AND 4 # 5 BARS TOP WITH # 3 TIES @ 8" O.C. B-3 8" WIDE X 24" DEEP (5000 PSI) FORMED AND POURED CONCRETE TIE BEAM WITH 4 # 7 BARS BOTTOM AND MIDDLE AND 2 # 5 BARS TOP WITH # 3 TIES @ 8" O.C. AND # 5 DOWELS DRILLED 4" MIN. INTO EXISTING BEAM @ 12" O.C. SET IN EPDXY. 1 '7 - C.� II `s I' rvrp. �I I� Pew-rn u'+�.ed'rue�±p SIc{�{ Q4.KdOI..e KtTc,EEeeti7 '->j Z# R one.} u _ WOTe', �xtSl r.ac« PocL f MOPIFIF-P �*h K as'A �G7�C Palms 1NhPhGc,�TrorJ N�3 �CaeIP. — �Conae + ' OF t�IcPt I 4 EK�SiInI Ceti 4,CsSCIC.usk-c-S- r� Z- r.T.1IT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCH ITECTO NICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT DOOLE ADDITION ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON P.E. 806 DELAWARE AVE. FT. PIER C fiW8),pA34950 P. E. # 47IIi r REGISTRATION Q . J S AL' 0 � '`• C'1STEREO�' MI AIA �HAE AR96898 REVISIONS NO. DATE REVISION I KEY PLAN SHEET TITLE / SHEET NUMBER PROJECT NUMBER Z 0 p DATE SA I zo Z'o -- G+N e(6 1.t(5Tl® FF�i�� Zk8 RFkFTe4F I� g(Cr W/S avtP'raha ILK C..t-LPStJ R(DCe1s Z7tlO>aaPcw 6 II II �I I II II 11 I J .-,, - g(Kpe7ir+ H QC-(s- /a-3 j$acK �vlC7f Prf 7x C.Lo';ue'E.. wee i s F4sraa- Ir-oaPt("x, oN ? a- Fa-$71Cr- PE{Yry-3tN'd^+arr 5'AZF`rnv'A ?4'lk,l z> �-� Wl9d W MCP ei (4A"y— "s-I Z"Z✓ Moe R-DOF "A14rr-Ma Ld^..?s prorX41 OEtF .v 1xL aL'tl? F �vu�g 4xc- C04T 4,rIt r r , o. f-I ve.v- �E.ra ©Tray-t -_,� 51MP5oN r'LYStGn t%/R )<tl'7/fl MlC`-WLLAI-j 4 i j'oocrtiCo g�Yc�t�R SF-iirCo f`i t RrLti f COh� Wl14'tOd !--*Aea,g *retPLF- l-i LT T P 'Lltlp (LIPG� �M S r 9 — % "31 A H e rA 7.0`'S vE ' C.p L, e r^ ' u3/ 4rM e smr1J FFanaCoER \-AU5C. 2(O w/ 40 -Idd t1h r( S 1l14, u PRODUCT REVIEW PRODUCT OPENING PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD DESIGN DESIGN TYPE PRESSURES PRESSURES (WORST CASE) ROOF ZONE 1-38.08 -191 EXTREME METAL 1.5" MECHANICAL FL# N/A #30 X 1"MIN. PANCAKE WOOD SCREW TO PENETRATE ZONE 2 -63.47 FABRICATIONS SEAM 0.32" 17022.4 3/16" MIN. THRU BOTTOM OF SUPPORT, TWO (2) ZONE 2- 95.21 ALUM. ROOF SCREWS PER 2" CLIP, CLIP SPACING 10" PANEL ROOF ZONE 1-38.08 TRI-BUILT UNDERIAYMEN1 FL# N/A SELF -ADHERED ZONE 2 -63.47 S/A HT TU 16048.1 ZONE 2-9S.21 The erAI W90l hl 1c ConVr. lnrnnuvmIvnvn ie n��o onne.n..r.�.....nn.-..........�.-.....-..--:.:....-_.._______—___. __-_ -- ---- -- ---------- - --------•—••---- •••- •-•�....��,..n nin�in�..i vne. ine t,��env.N�e ur int>t VKUUU(.I6ANU METHODS OF ATTACHMENTARE BASED ENTIRELY UPON TEST DATA PROVIDED BYTHE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FORTHESE PRODUCTS. 34 - 0" \m 11 13:-b ' ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE RRG #AA26003348 COPYRIGHT 2020 PROJECT ®OGLE ADDITION ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON P.E. 806 DELAWARE AVE. FT. PIFRtT111'136)pA 34950 ail r 00 m to • w * ••. s ..,h ow'• L F, REGISTRATION � CO R'I' F.� r ;•' �gEAL N' :LU ........ ICHAEL J. SEAL, AIA AR96898 REVISIONS N0. DATE REVISION KEY PLAN I SHEET TITLE /SHEET NUMBER PROJECT NUMBER DATE I ARCHITECT Architectonic Inc l_ E F � g.) i4 , 45 AM 5raN 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCH ITECTON ICINC.COM STATE REG'# AA26003348 COPYRIGHT 2020 PROJECT D®®LE ADDITION ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS BENCHMARK ENGINEERING BOWD CIIN G. HUTCHINSON P.E. 806 DELAWARE AVE. still, `R Y7U A 34950 # T /O ��SI NPR` REGISTRATION t ��ORIDq kt REVISIONS NO, DATE REVISION PROJECT NUMBER DATE b/r /tgr, FOUNDATION SCHEDULE S-1 6" (5000 PSI ) POURED CONCRETE SLAB WITH FIBERMESH REINFORCING ON .006" VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL. F-1 12" X 12" THICKENED EDGE WITH 1 # 5 BAR CONTINUOUS. F-2 16" DEEP X 18" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. F-3 16" DEEP X 24" WIDE MONOLITHIC FOOTING WITH 4 # 5 BARS CONTINUOUS AND # 5 TRANSVERSE BARS @ 12" O.C. DRILLED 6" MIN. INTO EXISTING FOOTING SET IN EPDXY. F-4 12" WIDE X 24" LONG X 16" DEEP FOOTING WITH 3 # 5 BARS AND 3 # 5 DOWELS DRILLED 6" MIN. INTO EXISTING FOOTING SET IN EPDXY. F-5 24" WIDE X 36" LONG X 24" DEEP PAD FOOTING WITH # 5 BARS @ 8" O.C. EACH WAY TOP AND BOTTOM AND # 5 BARS @ 12" O.C. EACH WAY MIDDLE DOWEL 6" MIN. INTO EXISTING FOOTING SET IN EPDXY. F-6 36" SQUARE X 24" DEEP PAD FOOTING WITH # 5 BARS @ 8" O.C. EACH WAY TOP AND BOTTOM AND # 5 BARS @ 12" O.C. EACH WAY MIDDLE DOWEL 6" MIN. INTO EXISTING FOOTING SET IN EPDXY. F-7 36" SQUARE X 24" DEEP PAD FOOTING WITH # 5 BARS @ 8" O.C. EACH WAY TOP AND BOTTOM AND # 5 BARS @ 12" O.C. EACH WAY MIDDLE. F-8 42" SQUARE X 24" DEEP PAD FOOTING WITH # 5 BARS @ 8" O.C. EACH WAY TOP AND BOTTOM AND # 5 BARS @ 12" O.C. EACH WAY MIDDLE. F-9 24" SQUARE X 24" DEEP PAD FOOTING WITH # 5 BARS @ 8" O.C. EACH WAY TOP AND BOTTOM AND # 5 BARS @ 12" O.C. EACH WAY MIDDLE. F-10 36" SQUARE X 12" DEEP PAD FOOTING WITH # 5 BARS @ @ 12" O.C. EACH WAY. f r O is l- 71--, K l O 1— g" I s - s wl _� l G- d _ I . 1 I s III x s Imo' i PA r / f l r' i F I L y, 4 15 ; ./� 7 I Imo. �_�.�_-�---^'!--"--"-`�..,...-✓"�._..._-----'.-"_..-- ICI I,I ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCH ITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT DOOLE ADDITION ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON P.E. 806 DELAWARE AVE, FT. PIER��,,,9Q5IDA 34950 P.�,`}dBIUT °' a `- • ry* fn :• � Fv: 2- OAFS•• ..A��r REGISTRAYON's"'„„ `ire.. m ® PROJECT NUMBER DATE W41Zpeo y giAPMAAY- 4"r1 r"rFr+nL e-00Frh)rc any PaI-C..-iv-52 OV&-P- A,t-44,1 FP-At-lrA) . v 3_p , IZ`54. GnA�Cr P+CoG� L1oL. IZ MrN, ZrS� X,1%2 A c It" Au- 1$19- WF[ P V 4vf ltsi r-lu.�•r wf�.c� .� A rCv u IC,4) Pr 3 � / EL,rhEI-iIJCad' t-JTSr— r4A,4'7s.F I A3 C.. j 'Z,SXZ,.5 A,{875 Al—Wt^, , 4 t trip 6pr: i� *41t;--�t'5 C7�!CA-Ia-r hfi� rt.� 1"Poa=� CT`tP , Jz Zo 6X Zl5- 7- Of ®,c iMhl6� ^t Cl l iCIP ROOF SHEATHING NAILING ZONE INFO. ZONE Pi REMAINING AREAIW/8d RING SHANK @ 6" O.0 PERIMETER & 6" O,C. FIELD, ZONE P2 4` X LENGTH W/8t RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD. ZONE P3 5' X 5' @ HIP AND! $' 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 & STICK OR 30# FELT COMPLYING W/ ASTM D226. NOTE: STUCCO 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 ITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" O.C. LONG SUPPORTS, FASTENERS TO BE USED CAN BE 6D COMMON OR ROOFING NAILS HAVING A MIN. 1.3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES WI A MIN. %" CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS %" MIN. aN C' Qt l(:)Q po0(. 0 ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTO N ICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT DOOLE ADDITION ST. LUCIE COUNTY, FLORIDA CLIENT BOWDOIN G. HUTCHINSON P.E. 806 DELAWARE AVE. FT. PIE,RVF %If'0%Iq,A 34950 P Ci18 C' ) ff111f u..up,R' 31STRATION �O� � I lr "r EL J. SEAL, AIA AR96898 REVISION 'Dm� t 4v