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HomeMy WebLinkAboutRevisions; Electrical & DeckOFFICE USE ONLY: y!3 DATE FILED: - 23 ' � v REVISION FEE: ^LT PERMIT#��o`k �Y RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5 (772)462.1553 APPLICATION FOR BUILDING PERM N PROJECT INFORMATION LOCATION/SITE Pf ADDRESS: ) i — /u T'll`� IJ FT DETAILED DESCRIPTION OF PROJECT REVISION,Sp- ' N CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): FAX: OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DA TIME: --k72 _ t�-G-Xf—;�!7 2W FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: O1 �- STATE: ZIP: PHONE (DA TIME): FAX: SLCCC: 9123109 i RECEIVED Revised 06130117 DEC 2 3 2010 Permitting Department St. Lucle County PREygu2� �en�tea° W DPJseN eE 9TO ft.)<"ii, %��P4'(ullJO (i a�NO 2 X %F L£P4¢6Z o f 3/® t`4 f AG Prot r'r �, PRODUCT OPENING _ Aol9fZ! Its Gt 6 e ryFta�Go fm Wit. B6 DUCT Z W R DESIGN IGN F PRESSURESSSURES (WORST CASE) AHV 121A ROOF ZONE 1-41.2 .105 L�yy� i¢Ap�/Fx ZONE 2-63.7 ZONE 3-95.2 WINDOWS ZONE 4-44.4 -80 2w"U w-o Al L' frF-I LL To ZONE 5 -53.9 &LO, toNfTf-OTZ-7 w(2-rd,�'a ZR"qC, FRENCH DOOR ZONE 4-44.4 -75 PT� er PfAV 117��� 77� ZONE 5 -53.9 AEy�1 ParoE� C( SLIDING GLASS ZONE 4-44.4 100 D E� �A�(ialxj, DOOR ZONE 5-53.9 THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PI - THIS OFFICE FOR THESE PRODUCTS. S NTS -_.- PRODUCT REVIEW AN UfACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD TYPE L GLASS USA SBS AND APP FL# N/A ELASTOBASE FASTENED WITH SIMPLEX MAXX CAP 6" MODIFIED 1GS4.1 O.C. AT MIN. 2-INCH LAP AND 6" O.C. AT THREE (3) BITUMEN ROOF EQUALLY SPACED, STAGGERED CENTER ROWS, CAP PLY SYSTEM W-128 W/ SBS-AA, SBS-TA, APP-TA T NDUSTRIES SH 700 .FLp IMPACT #12 SCREWS @ HEAD 18-1/2" MAX FROM CORNERS,17- 239.3 1/2" MAX. FROM TOP CORNERS, 11-1/2" MAX. HOVE THE MEETING RAIL, 15" MAX. FROM BOTTOM CORNERS, 1-3/4" MIN. EMBEDMENT AND 1" DI ANCE FROM EDGE F INDUSTRIES FD 101 rL# -I M-p-AcT W 410 SS ELCO @ 23-1/8" MAX. O.C., JAMBS 1 1/4" 2$3.1 FROM CORNERS, 6" HEAD/SILL, 9" CENTERS, 1-t8" MIN. EMBEDMENT AND 1" DISTANCE 70 EDGE " INDUSTRIES 5570/2770 SGD NUA# IMPACT #12 WOOD SCREWS @ 21.6" MAX: O.C., 6" ON 3.7-0420.06 CORNERS, 1-3/8" MIN. EMBEDMENT AND 9/16" DISTANCE TO EDGE V. AND APPROVAL FOR USE OF PRODUCTS LiSTgD FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS AND METHOgqS OF. D' BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANT7 BY e 'Z I -ELECTRICAL LOAD CALCULATION 1 750 SQ. FEET LIVING 3 VA 2250 VA 204 SQ. FEET NEW 3 VA 612 VA V4i 2 20 AMP APPLIANCE CIRCUITS 3000 VA 1 REFRIGERATOR 1200 VA 3„rp EyJhTlnaG^ 1 RANGE 12000 VA', i� 1 DISHWASHER 3006VA 1 WASHING MACHINE 1500 VA 1T Lkh7l Pj 1� 21 �i EtL_ , 1 DRYER 5000 VA NTGj�� 1 WATER HEATER 4500 VA 1 MISCELLANEOUS CIRCUIT 2006 VA TOTAL 35062 VA FOUNDATION SCHEDULE FIRST 10 KVA@ 100% 1000Q VA S-1 4" (3000 PSI) POURED CONCRETE SLAB WITH FIBERMESH REINFORCING ON .006" VAPOR BARRIER OVER CLEAN REMAINDER @ 40% 10025 VA COMPACTED TREATED FILL. AC/HEAT EXISTING 8000J VA F-1 8"X 8" THICKENED EDGE WITH 1 # 5 BAR CONTINUOUS. AC / HEAT NEW 5006 VA F-2 12" X 12" THICKENED EDGE WITH 1 If 5 BAR CONTINUOUS. TOTAL 33025 VA F-3 18" DEEP X 18" WIDE MONOLITHIC FOOTING WITH 138 AMPS 3 # 5 BARS CONTINUOUS. 33025 D-1 3 # 5 DOWELS DRILLED 6" MIN. INTO EXISTING FOUNDATION USE EXISTING 150 AMP SERVICE SET IN EPDXY AND TIED TO NEW FOOTING STEEL. PROVIDE ARC FAULTAND TAMPER PROOF RECEPTACLES THROUGHOUT D-2 # 5 DOWEL DRILLED 6" MIN. INTO EXISTING FOUNDATION SET IN EPDXY @ 48" O.C. �I ZtN N I /L f'r ! L__ t rr A,T ['71) CONGayic'oc ELECTRICL LEGEND SINGLE POLE SWITCH 3 THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET _& 220V OUTLET -4 .MOTOR OUTLET WALL MOUNT LTG. FIXTURE 61FI GROUND FAULT PROTECTION PHONE OUTLET j�7 J.B. FOR FAN/LIGHT COMBC 1j CABLE TELEVISION OUTLET WP WEATHER PROOF f RECESSED FIXTURE CEILING MOUNT FIXTURE 50 SMOKE DETECTORS _ o- DOORBELL E.S "1 CHIMES Certification for Ogsian Load Compliance 1. DESIGN CODE: FloridaZ" (PB+JCIetLcode 2017 Edition w/20_ supplements using ASCE 7-10 2. Structure Design is: -)f- Enclosed _ Partially Enclosed _ Open Building 3, Risk Category: -I 311 _ III _IV Exposure Category: _B _-C ,>D Adjustment coefficient 1141 4. Design Wind Velocity v mph _ASD - t LRFD End Zone Width eft. t 5. Mean Roof Height: ft. Roof Pitch: fi"- 12 Parapet _R. I 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 3O 'MRH (worst case) Zone 1:-41"LZone 2:- 0,7 Zone 3:. ISZ Zone 4:- 44AZone 5:-53,9 Garage: /I1A 7. Design Loads: Floor: ?3- PSF Roof/Dead: / S PSF Roof/Live 30 PSF Balcony: AO PSF Dock: _PSF Deck: - PSF Stairs: __ PSF Fence: _ PSF Railing: S© PSF 8. Were Shear Walls Considered for Structure? )�_ Yes _Not Applicable Explain Why Not 9. Is a Continuous Load Path provided? )It� Yes _Not applicable Explain Why Not: 10. Minimum soil bearing pressure 2000 P.S.F. _ STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE, 2. CONCRETE SLABS AND FOOTINGS TO BE 25001. P.S.I. MIN, 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 38" MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 6. ALL COMPONENT OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES OF THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE. 7. WINDOW AND DOOR ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES OF THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 8. - FOR METHOD OF ATTACHMENT FOR DOORS AND WINDOWS, SEE PRODUCT REVIEW AFFIDAVIT. 9. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER SECTION 2303.1.9.1 OF THE FLORIDA BUILDING CODE. NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z MAX COATING OR BETTER. R-Ana-17-0� I Joe Te p14rmeh13 D�I y � ry 1Io t )f" l va c �p✓If/✓✓�r DC(imek7��vh �'T jl/�4 Ile) a Ct1 fCTeSGoCATaJP mmw ST. LUCIE mum11 u ..... PLUM:---�--��, MECN: DATE:- - --F I ARCHITECT 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 RENOVATION ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION IS OF FC MICHAEL,/S F i AR968 h MICHAEL J. SEAL, AIA AR96898 REVISIONS VO. I DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER IPROJECT NUMBER tpl �j DATE Cd1Zh-oZ0 �. 1,4 A-U_ (-)—t I;L,7 �2t9:m tf�.F�e. &'Lf-L'.t �-tt tr �E 5tL-L AXIMUM HEADER SPAN '-0' 1 8'-O' I 9'-O' I1 WALL HEIGHT STUD SPACING I 'i 1 1 2 2i 2—T-2--­1 / of wA m sums suPPommc END OF IE/+OFR 1O'-0- OR LESS 18' O.C. 1 2 2 1 3 3 1 3 3 f OF FULL LD N SIM AT EACH Din OF 34A" DR MORE 18, O.C. 12 2 1 3 J 1 4 4 ROOF TRUSSES iI IC%°SE-. DOUBLE TOP PUT A4 it L1s.. CRIPPLE SRO (t p U e o Z a C, r- 8'-0' RON WALLS WADER LE (A SPACER EO M O.C. STAGGERED e p-1rJ XlE-A l,.I i:JCo GJ. l3 o L.c9>`-� SPRAP EACH SND t'�o.ti?Ca 8�� U`7 e8�r Lyra Ig OR t,Rs Li, je WADER SNDS . FlAL LMPH SM NOTE SIIFSON If Sr, C> IF— C-t \` f REPLACE If PS 18 SEW EACH STUD SIMPSON SP4 OR "is P.T. D01TON Pun NOTES: DRYWALL SHALL CONFORM WITH SECTION R702,3,1 OF THE FLORIDA 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 CENTIMETER 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, I TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW- LOAD WIND DESIGN SUBJECT TO DAMAGE FROM SEISMIC �^ — WINTER ICE SARRiER AIR MEAN SPoatl° YapoOrophlo OESIGN Frost Ilse DESIGN UNDrKAYMENT FLOOD FREEZING ANNUAL (mph eIPoelat (NAB CATEGORY? Weetherin{(' _depth"_ Termlla° .TEMP` REQUIRED" HAXARb89 INDEX TEMPI NA See Fig.P.301.2(4) NA Negligible NA Vory HeovY NA NA NA -,.-•..... ---I POINT BEARING HEADER CONNECTION DETAIL N.T.S. P-Z Y-I p 2 �$� FOUNDATION WEER SCREED -sue >* j ROOF SHEATHING NAILING ZONE INFO. Q • PF i } / _ t \nAntaS ZONEPI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" d,� FIELD. �s 3. (M LINE) ! (Not Indu ) I i - - - - -- - �' L F"ai`yRo+ ZONE P2 TX LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C, FIELD 63 \ ' ZONE P3 TX 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK 0 4" O.0 PERIMETER & 4" O.C. FIELD, ! ($attls cst I3ataThPgs) 1s. NOTES; { '42'U2� YV i np;fz, C7 S ....,__-_ -.., Cyr Pt P: L C.Fi 19/32"CD?,' PLYWOOD SHEATHING N ,� c, "'j�`'�'�"�I""`A25'- 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. 4AST4#iM.T I r5 N � r r UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM-D226. PARKING . «- .. 4 �_' ,( ?r LI $a r ? !'N 8 '02" W 140f ,... w �aP row TWO. -STORY jjjj y PLVTC PARTY WALL GE fIERiA TOYif3HOWE } f /A ON LOT L#NF* (TYPICAL) (Not Included) -5----�-----___., 17 'MOTL h.?o FrciLYNi`AC`So0 f„TINun,ruMo?<>v cAlz.a,0es.. �F ICU I�Ar6r,"a TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTS ,-_-_ ._.-. -, .___ ___ a� _.__ _ _.__.__.. -•.._,.- CRAWL 'CLIMATE FENESTRATION SKYLIGH14' .GLAZED FENESTRATION CEILING WOOD' MASS FLOOR RASEMENt''7 SLAW SPACE' ZONE U-FACTOR° U-FACTOR SHGCh1tl R-VALUE FRAME WALL R-NACU@ WALL R.ygt-UE1 ft.VALUE WALL R-VALUE R-VALUE WALL &DEPTlI 174ALUE ^040� 075 _ _,. 025 70 �13 3LI 13 0 0 0 2 oob. 025 38 13 -425 1it13 13 1f1 -A 5l13` A --Sn3 3 D.35 0 iYr _ 025 38 20m 73+8h 4atleI Mantle 035 055 040 45) 20 or 13i„ 5 8113 19 IOn:a 10.2 n 10210 MravMrilfoe 4 0.32 055 ,. —NR _ u49 2U or 13;54 13%17 309 15119 10, 211 151l9 8 032 0.5) NR 49 I,Or5 nr 13,4d^ IWO 309 15/19 1U, 411 M19 055-_-----11 R— 49 20'5 or 73°10�" 19!21 _ 999 75;19 744A 15119 C AU L_V-N� i G-G*L-.n,-sT'Cr- SrUCcp FL^t, k,-1 Cn r.- `.c.I t tN P O U.,1 W I rJvov.,2. P kt C..tG.. 2 r L (_._ �f D 2�� TAP F x tF c' r�r e�4 �f' S 5O�4 P, t 4 c lc t tiie > c n� Si t � � `� t ., �i.3 Kt>t � i.a c., ovCiz fo�Iy F?o4an� �oo+r�c_?a� !£r' u ZxZ Po�ii� ON - -ror 9'�-'7 aur.�' f/ems ci>y 4 "� w�4- 3/111 WIEa.vP_{a To PcnT-e eLMM". t=tV, ti/8-4 A1n3C, �Aa+ral4 w 2rlA". rS. Wood �p�I��� �Z � �% �4�'" I7@\4VC. Marty �! M�r�rn�rrtr� �GA�iISO%>� gE2Ev"`i C 2,-?e tG� Arc e. . FTI z7<9 tr L2v-�tt_tn�cr IA `i�-� �-Z.Cr 4P�->++tY M �,.^__.__-.•,•�`"" L457�' ,/L"x y" Ac... P�o�T-5 �J " r r'�+5c.e c-,'�TIo� I-t.. •....,,.- Ifaar..'£ Cr^. )1/&P.L\ I u,1'4 I0-K' S'4'LtCC!.o afa P4P�-�'P.1:.Y-tS-F7" _ '4 �. Z✓�L"d. r.av'l4 et" *�a•Ar �ec-i`ou� _ � -= •u I 2x Ka� t?rTi 2k 541r�-��.t5�l�a, c,. 2R4k AT S'S G!. 4't"o,c,':wiSg.4�",.1- " gscwPS an ®e ,r7Pet ® T, tiY., ,,: ', ,,__. - i 4-x�?LIT ID ( ra I eat w�� �'. 6c oa K c o, �EPI,t�AC(C K__> LAJ c-C % 2-13 tvsut hfrar�J E try sort ^r IU w� c 4 - - r �Co O'6;r, zlLg PPeeu�tC ��g +LT ,V ytca+ 5/S ZK scAe� w�Zl /aX� 271D E�aFCEe� F'lIF-'-AA-r E � FIE-'Cpt�a T.7 ' �Lf1trJF'f'n=G. C` jz�,O°Tti P'.%7- ®2`(.wAS,t_. .-= +� G / .. ZKIoSUB tFP,sCrA g,Tr 2te4 f�otitaF t �LaTE v�r lJC4fis�' G _.— - STlacCc>�C 5f.�3t y 15- �- tAr [cC3S' EC ea Yi + o STU sea ot> ?n?c B,kPFd PAP_ GI1{YP- `� �' 9C mt.� �e rc e�>e-�.-'r �'a�� ( --!^� 3�FIr yvPLC P ceA-r�can3 it �Art� I u4c.c> tw5e a . 5/8aC c,. +. �QiT Lu 2attrraee low$:op System — The details of the firestop system shall be. as fol- �,i.'�t,`J w b o ®, 11 M 'c I15 - ( 7�x s} ajT Ll'P�j �- > r �% �' lows: 5" ,tw.l 8d p„aA,t 4.. /.�'P,p., (I- A, ; IZ°a,C-, W/ rii,ac Pill,VoidorCavityMaterials*-Wrap,,Ship--.Norm/Bin. ('°xl�?R'E'-Al. t,+aaoC,. i TP4\t,3r nt.,�„4,• 3.2 min thick' intumescent material su lied in 2 in. (51 mm) : Ott Fa PP l !'1 T , q wide strips: Two continuous layers of wrap strip tightly wrapped around nonmetallic pipe and held in place with 2 in. (51 min) - wide min 3 mil'foil tape. Wrap strip to+be slid into annular space T on both sides of wall such that 3/8 (9.5mm) to 1/2 in. (13 min) - a✓� -- ,rl �, I t^'1 t n-1 of wrap strip extends beyond both surfaces of the wall: Min 18 'T gauge steel wire tie to be secured aroundmiddleof extending ,�^ p ,e^° r It�, zit4 7u0'ftGM ?LATZ portion of wrap strip. 3M COMPANY-&'.ac CQ Ultra GS '•i Ea^ B. Pill, Void or Cavity Materials- - Caulk Min 5/8 in. (16 mm) t • Z �c . C. , thickness of caulk shall be applied within annular space on both ^� EACHo r-`t 5 a Z"'4'�•G _ / sides of wail. An additionalmin1/4 in. (6 mm) bead of caulk �^ _ b ,..Y. shall be applied at the exposed end of wrap,strip at the pipe/ \r • ' wrap strip. interface on both sides of wall. 3M COMPANY —CP 25W6+ Caulk, IC15WB caulk or Fire- d 14 114\ / - Dam 150+caulk - \$)'- 11r �..+ 1. �• �"'� r;4i *Bearing the UL Classification Marking +Bearing the UL Listing Mark _r - - 1 r i. r h t v h- G- c�•G-�1�-1 c� �.�I - /Z r� I, l i 1I 77 I 'I It 1� r pI p II � �rT'Tt C CiJ tl e-E'- FPS- ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICINC. COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT BURNS RENOVATION ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION OF FAOn . ; Ml uSFgl .7 AR96g ice: ,r AR MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION 2 w/t/zo,*o �evls�J? � I �.14 Le• o Ie-a:,V f y�tU KEY PLAN SHEET TITLE / SHEET NUMBER 2 PROJECT NUMBER DATE Z($/zoza PPeM as -