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HomeMy WebLinkAboutBuilding PlansTHIS SKETCH El A CHO��'E IRO P9 0 Q LOCATION SKETCH (NOT TO SCALE) 4' BARBED WIRE FENCE W I/ZNE 1/4. SECT.2-36-38 (UNPLATTED) FOLIO NUMBER: 3202-121-0001-000-8 PRM FD. e C.O 0 LU C) Q) IRC FD. (0.22'N, 0.17'E) 0- ABBREVIATIONS: MIDWAY ROAD LEGEND: O SET %" IR & CAP (LB 6893) A NAIL & TAB PCP Qo PRM +�15 ELEVATION FIRE HYDRANT C;NTERLINE �r E} UIGHT POLES 0 MANHOLE (SANITARY) 0 MANHOLE (STORM) ED CATCH BASIN 0 ELECTRIC SERVICE IN TELEPHONE JUNCTION BOX ❑ WATER METER 0 CABLE TV BOX UTILITY POLE FOLIO NUMBER: I = 3202-500-0006-000-6 X j x x x�' I x 0 LOT 6 8 LEGAL DESCRIPTION: LOT 4 AND LOT 5, PERSNICKETY FARMS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 66, PAGE 40, OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. F- PRM FD. w EL.=22.86 Q w Q d I w O U)d� ' Ld o w d �� r Q 0)0) I I I x 9� P 1 (VACANT) S89°4/'l8"E 1205.98' OP) 12" CULVERT PIPE M ti`° 00------------- ---------------------- X t' S89°53STE--- �'205.72' lMJ xti°P� ---------------------------------------------------- -�---- X` o`v x n, T \'� 65' D.E. L A9 , x \`b,O* of FOLIO NUMBER: 3202-500-0005-000-9 LOT 5 6" IRRIGATION (VACANT) CONNECTION W df W 12" CULVERT PIPE M 4' WIRE FENCE- 1ti of I P. x x (7 p' L \ P` x'L 99 io h� x x X x p0 �{f ----------------------------'E— �`5------------------------- \0x ,_*4. -- Yp,• c' r r I� � O• 2 I FENCE i 00 4' WIRE FENCE OD/WIRE /° I B In 71' PROPOSED PROPOSED - C.B.S. ¢ SEPTIC TANK OFFICE 1 0 1 21.18 9p, I PROPOSED PROPOSED I I WATER LINE DRAINFIELD I 1 Ixr, EXISTING WELL I 1 S89°4/'l8"E 1204.75' (p) S89053'55"E 1204.48` %W) ------ ----- — ------------r------ 594.3' 593.9' I °x I S J� xn'` I S89° 41''18" (P) S89° 53'55"E O )� 40.00 � c -- ,L.-.-.-.....� x r /i 540.76' (WEST 3 ACRES) o� 360.50' (EAST 2 ACRES) <A • — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — -- — — — — — — — — — — EX- — — — — — — — — — — — — — — — — — — — — — — — — — — —1§ - — I I 1 IRC SET FENCE I I 1 I I 4' WOOD/WIRE 1 GATF —• FOLIO NUMBER: i�o"o 3202-500-0004-000-2 LOT 4 I 9. I ��x (VACANT) Ixtio 1 0 6" IRRIGATION CONNECTION I I I --12" CULVERT PIPE 1 I I 1 0 4i WOOD/WIRE FENCE 540.76 I h I o I toe N—.fn------------------ X X — — — — — — — — — — — — ——— ——'----------- —-------------- 60.50' ------------x --- a IR SET IR SET — oti------------------- FOLIO NUMBER: \x— — — — — — — — — — \off S89053'55"W — — — — — -- — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — X---. x 1203.25' ;`MJ tioP �oa� dory' 3202-500-0003-000-5 S89°41118"E 1203.51' (F'J L0 33 40, RIGHT OF WAY -- (VACANT) DEDICATION NOTES: (P.B. 66, PG. 40, S.L.R.) M 1. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID UNLESS SEALED BY THE SIGNING SURVEYOR A/C - AIR CONDITIONER PAD N/D - NAIL AND DISK 2. THIS DRAWING IS THE PROPERTY OF VIC-SCOTT LAND SURVEYING & MAPPING AND SHALL NOT BE USED OR ADJ. - ADJACENT N/T - NAIL AND TAB REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF SCOTT A. GUZZI & ASSOCIATES, INC. BFP - BACK FLOW PREVENTOR NGVD - NATIONAL GEODETIC VERTICAL DATUM S.L.R. - ST. LUCIE COUNTY RECORDS N/A - NON -APPLICABLE 3. THE LANDS SHOWN HEREON WERE NOT REVIEWED FOR RIGHTS -OF -WAY, EASEMENTS, OR OTHER SIMILAR MATTERS OF RECORD. B.M. - BENCHMARK NAVD - NORTH AMERICAN VERTICAL DATUM ALL EASEMENTS PER RECORD PLAT UNLESS OTHERWISE NOTED. (C) - CALCULATED N - NORTH CB - CATCH BASIN N.T.S. - NOT TO SCALE 4. LEGAL DESCRIPTION FURNISHED BY CLIENT. CLF - CHAIN LINK FENCE O/S - OFFSET CONC. - CONCRETE OH - OVERHEAD WIRES 5. THIS SURVEY DOES NOT PURPORT TO IDENTIFY IMPROVEMENTS BELOW GRADE, IF ANY, EXCEPT AS SPECIFICALLY NOTED HEREON. C.B.S. - CONCRETE BLOCK STRUCTURE O.R.B. -OFFICIAL RECORD BOOK D - DELTA ANGLE P.B.C.R. - PALM BEACH COUNTY RECORDS 6. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO BOUNDARY LINES UNLESS NOTED OTHERWISE. D.C.R. - DADE COUNTY RECORDS PG, - PAGE DDCV - DOUBLE DETECTOR CHECK VALVE P.C.P. - PERMANENT CONTROL POINT 7. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF HEADER CANAL ROAD, OF THE PLAT ENTITLED "PERSNICKETY FARMS", D.E. - DRAINAGE EASEMENT P.R.M. - PERMANENT REFERENCE MONUMENT AS RECORDED IN PLAT BOOK 66, PAGE 40, OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA, BEARING SOO' 34'35"W. E.O.W. - EDGE OF WATER (P) - PLAT E - EAST P.B. - PLAT BOOK 8. ELEVATIONS SHOWN HEREON ARE RELATIVE TO N.A.V.D.1988. EL. - ELEVATION P.O.B. - POINT OF BEGINNING F.F. - FINISHED FLOOR P.O.C. - POINT OF COMMENCEMENT 9. FLOOD ELEVATION INFORMATION: F.P.L. - FLORIDA POWER & LIGHT CO. PC - POINT OF CURVATURE FD. - FOUND PRC - POINT OF REVERSE CURVE COMMUNITY NO.-120285 PANEL NO.- 12111CO165 GAR. - GARAGE PT - POINT OF TANGENCY DATE OF FIRM - 2-16-12 SUFFIX - J INV. -INVERT P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER FIRM ZONE - X BASE FLOOD ELEVATION - N/A IP - IRON PIPE PROP. - PROPOSED IR - IRON ROD R. - RADIUS IRC - IRON ROD & CAP R/W - RIGHT OF WAY 10. PROPERTY ADDRESS: S. HEADER CANAL ROAD, FORT PIERCE, FLORIDA L -ARC LENGTH SECT. - SECTION LME - LAKE MAINTENANCE EASEMENT SF - SQUARE FEET 11. CONTAINING 582,150 SQUARE FEET, 13.36 ACRES, MORE OR LESS. LB - LICENCED BUSINESS SR - STATE ROAD (LD) - LEGAL DESCRIPTION T.O.B. - TOP OF BANK 12, CERTIFIED TO: FELIPE JOSE AND JULIE JOSE (M) - MEASURED T.O.P. - TOP OF PIPE FARM CREDIT OF FLORIDA, ITS SUCCESSORS M.H. - MANHOLE TYPICAL - TYPICAL AND OR ASSIGNS, AS THEIR INTEREST MAY APPEAR MISC. - MISCELANEOUS U.E. - UTILITY EASEMENT OLD REPUBLIC NATIONAL TITLE COMPANY U.P. - UTILITY POLE VISTA TITLE INSURANCE & GUARANTY AGENCY BOUNDARY SURVEY SCALE: 1"=50' SURVEYOR'S CERTIFICATION: I HEREBY CERTIFAJ THAT THE SURVEY SHOWN HEREOF; COMPLIES WITH MINIMUM TECHNICAL STANDARDS F URVEYS AS CONTAINED IN CHAPTER 5J-f, FLORIDA ADMINISTRATIVE CODE, PURSUAN S CT��.O0N 472.027, FLORIDA STATUTES. AND THAT SAID SURVEY IS TRUE TO THE BEST OF M K OW,CEDGE AND BELIEF. 7-I, PSM )R AND MAPPER NUMBER 5108 6-30-20 _ DATE OF LAST FIELD WORK Iry I I SET I x F z w w Q d w O w c� 0 w i`J�'J 01 2T ASPHALT PAVEMENT PRM FD. EL.- 22.69 WOOD UTILITY POLE (TYPICAL) A� K' Lij Lu WEST LINE HEADER CANAL 65.00- OI � , 3 ICE 6 004 Q PRM FD. SOUTHEAST OP PLAT CORNER Q) EL,= 24.24 �^ y1� L c o o N � c - D - W N c U - U C) (n y N co 0 a Q w LLB 42 tin co F- u) 0 W Y U Q U N W 2 U r N m V¢/ U In M O � a ro u m W U U O LL w N o w 0 0 aCL 0 o W r1 F- w a r >_>>> U)V)� 0 z w O O O �pp m m m Q cb CD ZM En Li � m J J w w 'o Z -o o 1..1. Lo > W W N N 'dN Z tmto o� 0 IiE L` ° dom a J r o Y«a w �Z 6 4i O U (10 0 1-0 m In m z w O Y U a ` W_ U O 6 m n w o z m Y O Zm w �v V �LIJ J w N o m w m p W J m Ld Vl > Er O N W a J 41 ' w _ M IlL � w U w O U N 1872 / 1945 SHEET NO. 1 OF 1 FILE. f.lprojects/survey/187211872plotpl(7n,dgn DATE.May. l2, 2014 I ARCHITECT STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P,SJ. MIN. FIBER STRESS VALUE. 2. CONCRETE TO BE 3000 P.S.1, MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2600 P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 50 OR BETER WITH 3a" MIN. LAP, 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" BEAMS 1.112' COLUMNS 1-112" 5. 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 AND SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION 7. DOOR AN WINDOWASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 9. PRECASTIPRESTRESSED CONCRETE LINTELS TO HAVE 0' MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHEMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. 'NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z•MAX COATING OR BETTER. 'C C-U t/14T`t Certification for Design Lo; 1. DESIGN CODE: Florida.P..¢Jrtl 2. Structure Design is: En 3. Risk Category: _3 %011- 4. Design Wind Velocity L6-0 mph S. Mean Roof Height: i6r fL Rox B. Components & Cladding Desigi Zone 1:4f, q Zone 2: k —4Z, 7. Design Loads: Floor: fa PSI I ts" 1 /b Food \ 174.. U0 ` 005�' tEVIEWED FOR DE COMPLIANCE. . LUCIE COUNTY BOCC Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT PERSNICKTY FARMS EQUIPMENT BARN ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION �EOF FLo NAELJ:� Michael Seal • 2020.12.22 P ; AR9:'. 10:54:23-05'00' �EU ARO. MICHAEL J. SEAL, AIA AR96896 REVISIONS NO. DATE REVISION i i1 ,size _ o P��fs�v z i Z /zzlz c-LN sc� KEY PLAN SHEET TITLE / SHEET NUMBER 1z — - 6 (-- � IPROJECT NUMBER c DATE 6/1, IZOZO S0&14 ulkjo TSPY ten 6 MAXIMUM HEADER SPAN WALL HEIGHT STUD SPACING t 1 2 2 2 2 f OF WA IR SRBS 911PPOR W BB OF WAM 10'-0` OR LESS 16" O.C. 2 2 3 13 3 3 + OF FULL UNM STW AT M BID OF WJM 1GO OR 4OAE 1r as 2 2 3 3 4 4 SNOF tRlBSrS DOUBLE TOP HATE t2ietPLE SIDS (MIT BEOn R R sw wm wkw — WAR EIDFDADMILE�tXU81FDW1gW 4YOB or. STAtrms BORI SBLS) SW DM SM AS RUM Wall SUPSON L5% 18 OR VTS to WIt 14-IOD US - WAM so FURL LEON SM NOTE SLIP" 18° FUT Sw LILY RFPULX: in i6 iM EDUPi. AT Wien ONLY SIP DO SM M MURRM WM — WSMI SP4 OR SP6 WRH 6-10d X 1 1/2° wo P.T. 80(IY PM ---- POINT BEARING HEADER CONNECTION DETAIL UNTELSCHEDULE MANUEACTURER! CAST-CRUE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L1 2'10" 61130 44600 8F16/STdB L Z 31-V 61130 3547# 8F161IT-18 43 4'-0" 61130 3079a SF16 1T•1B L4 4'-6" 61N27240#Ft 0- 2724a Z ft. 8F2ti/1T-10L5 5'4"5371* 2290a 71 V4 SF16/1T-1816 5'10" 4320930 8F16/1T-1BL7 6-6" 3418900 8F16/1%BLS7'•6" 261634IX BFifi/1T-2BL9 9'4" 181133IX 8F16/iT-18l1010'-6"359140 SFS6/iT-iBL11 11'4"- 23 f- 7980 G7z 1F` 8F16AT-18L12 32'•0" 127230 8F16/17-16L13 13'4" 107606IX SF1611T-18114 14'-0" iD05590 8F26/1T-18L25 24'-8" 1375190 SF16J1T-1BL16 15'4" 1254850 RF161IT-1BL17 17'4" 950M4 8F16/1T-18L18 19.4" 7503474 eFi6/1T-18119 21'4" 598306IX 8F16/!T•18Lzo550295a BF36/1T•SBL21 24'-0" 4502670 8F16/1T-2B RECESSED UNTEiS MANUFACTURER: CAST -METE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM Ri-1 4'd" 52060 AT o i iF 26350 (o�ZF€ 8F74/ST-18 RL-2 4'-6" 5206# 5'-V 45670 6R!-0 5'-30" 4242a R5'31206RL-6 A25254A0_18RL-3 7'-6" 24594 RL--7 9'-9" Ism D NOTES: ALL LOADS ARE IN POUNDS PER UNTAL FOOT. APPLIED LOADS SHOW WORST CASE FOR UNTEL SIZE. ---- _ -" - SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. CQYL KIF- 5'CLICCo ✓�4 i N Vc� uy I.�AT£i` pe..00F 1 eJ Ca C6r�C�ET� 8B'Fo�� gt`t3r( (3Loc-k- w� 1 t�F 5 8 c:�aC3L,E j 4� f^2. P-2 fKU4Cw�- P,Z 5,e F-� n-t T-3 ia1P ROOF SHEATHING NAILING ZONE INFO. ZONE P1 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 Y X 5' @ HIP AND Y 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 SHALLBE PEEL& STICK -OR 30# FELT COMPLYING W/ ASTM.D226. ME--r-al- er�oPl QF� 30 FE't-T OUSP- 5e8."cpr- PL.`t:woop w/Sd I?taaCe 6H+�.�IC t1PeLS -- -z;OrJ � lzKfc-FJ.3G. TV--LLZSIs- S SfNt('��ON Li L�T•4 zs:D .LQ lI~RG�E �2cCP 1"h5c/A htltCco., ohi P_'-iE. GA.Y64 Pic. ga.1P gM w!! s Cor\9'1 Pdt_oalfo �FFIC� $oTTo" (&' ( rCFF ,.// t1 s Pis 41-o o -e-, /n% Fr ct Et7 e94-4- NOTES: DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORR}A BUILDING RESIDENTIAL CODE. CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE, WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMUM WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450, FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. TABLE A301.2() - nr GROUND SNOW LOAD WIND DESIGN Spoed° Topo9raphlc (mph ettooleN NA S_ I SEISMIC DESIGN CATEGORY _ __• ..--..- .-. �- .a..,.. vnnr nry SUBJECTTO DAMAGE FROM vr�rw° vnr, WINTER DESIGN TEMP° cnt" ICE BARRIER UNDERLAYMENT REQUIRED^ FLOOD HAZARDS° AIR FREEZING INDEX' MEAN ANNUAL TEMPI Westherin _ a Frost Iina tle IR" ._ TsrmOo` NA See Fib. moi.2(4) NA Negligible NA Veery. NA NA NA �% t tF.S sae. �• 6rex4'9ces� LJ9 zt0 waam�.-tr; NV2sc 3/AST Ge PLr-t' ooV NAI`g (p / iEP � 12"O eLr Et hC�� �-3o ttisat.a.''clot.� 1h. pit, It U.3A,L.t.. zxt� a©�srs � tco �.el eP�C�.4Z" Gl Wait+ l" W/ 1;f-S' Q v«ie. � w t t�P4ee.a a+('-C.tJeNCea s. t�L4p�Yta.l A-Lt_ OA7 vim C'ol C•.. t'1�5erfAi ICJrJ z.x t2, etPn a4t�r PBL z�4 TOP 1Cai7= j?e L 2f l2 WEPr--(L QL` teiNT FiY�Gr. t EA.O tn.fL. Dc.Tp,<L, ChCk4PPING oPIIen'�FLL.� X7 wt e..rr�. t...l. -\g INSLIL.a..Ti'tanJ PeT; zxae �e-Ror-t RLA.T�. DOOR AND WINDOW BUCK FASTENING 1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS 0 12" O.C. WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1-1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2017 FLORIDA BUILDING CODE WITH AMENDMENTS. OPTIONAL 2 X BUCKS SHALL BE ATTACHED WITH Y" X 3-1/4" TAPCONS AT 12" O.C. WITH DOORS AND WINDOWS FASTENED WITH #10 WOOD SCREWS SPACED PER PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK, BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF FRAME PER 2017 FLORIDA BUILDING CODE WITH AMENDMENTS. DRYWALLAND FURRING ATTA MMENT P.T. I X 2 FURRING @ 16" O.C. FASTENED WITH I V." CASE HARD NAILS @ 8" O.C. Y2" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. 518" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 II PROJECT PERSNICKTY FARMS EQUIPMENT BARN ST. LUCIE COUNTY, FLORIDA NOTE: I CLIENT STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM C-4083: 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. 1-3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN. '/4' CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS'!." MIN. FOUNDATION SCHEDULE S-1 4" (3000 PSI ) POURED CONCRETE SLAB WITH FIBERM ESH 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 20" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. 1 CONSULTANTS 1 REGISTRATION "6 AELJ '9 Michael Seal 2020.12.22 'P ; AR ►o:. " 10:54:32-05'00' MICHAEL J. SEAL, AIA AR96898 0 REVISIONS KEY PLAN SHEET TITLE / SHEET NUMBER of PROJECT NUMBER DATE ��✓ �� za , ,c . f us. u r nlr ra n-ri�sr-( ARCHITECT STRUCTURAL NOTES' 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P,5 1. MIN. FIBER STRESS VALUE, Z CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2500 P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 3V MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL! FOOTINGS 3" BEAMS 1-112" COLUMNS 1-112" 5. 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 AND SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION 7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 8. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. , 9. FOR METHOD OF ATTACHEMENT OF DOORS & WINDOWS, SEEATTACHED PRODUCT REVIEW AFFIDAVIT. "NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER. I a Certification for Design Load Compliance 1. DESIGN CODE: Florida ,4 tPW<"N II -code 2017 Editlon w/20_. supplements using ASCE 7-10 2. Structure Desig is: Enclosed __ Partially Enclosed _ Open Building 3, Risk Category: I ' II _ III _IV Exposure Category: _„B < C __,_D Adjustment coefficient t, 7,1 4. Design Wind Ve ocky .10 mph _ASD _LRFD End Zone Width __ft, 5. Mean Roof Heig t: 11 ft. Roof Pitch: b� :12 Parapet ,,,_ft. r '.. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 34 'MRH (worst case) Zone 1:11, q Zone 2:-'' t,"I"Zone 3:-7Ih Zone 4:- J °g Zone 5:- *6 1 Garage: 14 7. Design Loads: Floor PSF Roof/Dead: I<PSF Roof/Live'50 PSF Balcony: _PSF Dock! _PSFDeck: PSF Stairs: _ PSF Fence: _ PSF Railing: _ PSF 8. Were Shear Walls Considered for Structure?K Yes _„Not Applicable Explain Why Not: 9. Is a ContinuousIoad Path provided? kYes _Not applicable Explain Why Not: 10, Minimum soil bekring pressure 2000. P:S.F. "ffl r. I/V0 J L 3 UT� 4T "" I y z'sTup c,a �T� ! - z a ` s z. Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCH ITECTO N ICIN C. CO M STATE REG # AA26003348 COPYRIGHT 2020 PROJECT 9A A §X-VYOAP AAA MR adel p opt��A� r%iV1z4N �ICE/gVIf1RAG �° SF. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE I/ SHEET NUMBER NUMBER 7 wV LPROJECT _ DATE 6 f h f ZoZ.o —