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HomeMy WebLinkAboutAPPROVED, Permit Set - DigiSign MSCertification for Desi n Load Cam (lance NOTES: 1. DESIGN CODE: Florida 7 a c��ia4. code 2020 Edition W120 supplements using ASCE 7-10 ('- 2 2. Structure Design is: _ Enclosed Partially Enclosed Open Building - DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING 3. Risk Category: _--••I p Category: r _ B iL C D Adjustment co Z 1 c �' RESIDEN'1'iAL CODE.-,,,�11 _III Exposure Cate o t ,,,-,,,_, j eifictent i,�,•„ 4. Design Wind Velocity j±0 mph ASD _•_,LRFD End Zone Width ft. ' CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION 5• Mean Roof Height: ff—g, Roof Pftch: —E-_:12 Parapet ft. H I? R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE. , ft. 6, Components &Cladding Design Pressure used: (PSF, based an Actual s l 1 q � o `MRH (worst case) Zone 1:- 44 Zone 2:-7218 Zone 3:-!I + OZone 4:- 4{1 Zone 5:-� 117 Garage: �- �- ?- WAIL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT 7. Design Loads: Floor: 7 PSF Roof/Dead: L3L PSF Roof/Live 3 O PSF Balcony: —PSF bra GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. Dock: _PSF Deck: PSF Stairs: _ PS Fence: PSF Railing: PSF 8. Were Shear Walls Considered for Structure? PSF —Not Applicable Explain Why Not: 1 ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT S. Is a Continuous Load Path provided? Yes _Not Not applicable Explain Why Not; PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN 10. Minimum soil bearing pressure 2000 P.S.F. ACCOMPANYING SMOKE DEVELOPED INDEX NOT EXCEEDING 450. FOAM BLOCK INSULATION SI'IAU HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. ROOF SHEATHING NAILING ZONE INFO. STRf1CTUfiAI NOTES: 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, SO1 E A3.21j 1 - 1, STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN, FIBER STRESS VALUE. CLIMATIC ANE7 GEOEOGRA01DESIGN CFI1TEFitA ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD . GAouNp WIND DESIGN SUBJECT TO RAMAGE FROM 2. CONCRETE SLABS AND FOOTINGS TO BE 2500 P.S.I. MIN. SEISMIC -- WINTER ICE DARRIER AIR MEAN NOTIMS: SNOW Speedd Topographlc DESIGN Frost line DESIGN UNDERLAYMENT FLOOD PREEZiNG ANNUAL. LOAD (mph otfocls� INA) 2ATEGOffY Weatharin ` depth° Termlk9° TEMP I�EQUiRED" IiAZARDS9 lNDEliI TEMPI 3• REIN FORCING STEEL SHALL 13E GRADE 60 OR BETTER WITH 30" MIN, LAP. 19/32" CDX PLYWOOD SHEATHING —_. 25'— 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. NA See Fig. R301.2(4) NA Negligible NA Very NA NA NA 4• CONCRETE COVER OVER REINFORCING STEEL: UNUERLAYMENT FELT SHALL. BE PEEL &STICK OR 34# FELT COMPLYING W/ ASTM D226. _ Heuv FOOTINGS 3" 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY, TABLE R402.1,21NSULATION AND FENESTRATION REQUIREMENTS BY CDMPONENTa 6. ALL COMPONENT OF THIS STRUCTURE HAVE BEEN DESIGNED a SELECTED TO WITHSTAND WIND FORCES OF THE FLORIDA BUILDING CODE 2020 EDITION PER WIND LOAD COMPLIANCE, 7, WINDOW AND DOOR ASSEMBLY COM PONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES OF THE FLORIDA BUILDING CODE 2020 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES, I8. FOR METHOD OF ATTACHMENT FOR DOORS AND WINDOWS SEE P I' l I I RODUCT REVIEW AFFIDAVIT. I it S. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER SECTION 2303,1.9.1 OF THE FLORIDA BUILDING CODE. I I E NOTE; ALL SIMPSON STRONG TIE PRODUCTS IN CONT ACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z- MAK COATING OR BETTER. - -- _ a tzG��rgar�frP 1� a lot 4} �, /1'7i&„ r •-- . 5Hf144 "M PC r,� I t0 100 , — E a _ _ .:♦ � e P Gyp .y� - Y1�51 t # i PIE— t: 1 II _ i 1 y r I5 _n` - >r �� I Z GAP 3 r.o �19- NZB�g 1. ?� I 11�tUGT�T� GL.Cv• �G �T'2aL1�T� I �,. 4t, Qtl I ' S�ccr`,r-1e air -mac-- CoF�1�� Cf..cf,, --.— r l I �5 3r��tl et, 3`--0" Ile t8� Q 1 � t� C— L:=: J1 Lj ' � r CLIMATE FENESTRATION SKYLIGHT« GLAZED CEILING WOOD rJIA33 FLOOR aASEiti7EN1t gLAt;+F CRAWL WETMILLEIR ADDITION u FENESTRATION FRAME WALL WALL WALL R-VALUE SPACE TONE U•FACTnR U-FACTDr} SMGC°• a Iz-VALUE R VALUE R•VALUE� R•VALUE WALL RVALUE & DEPTH RVALUE t N.R.— o.r5 o.zs 3a t3 3r4 1a a o 0 z o.ao o.ss o.zs 3tl t3 nra r3 n a o 3 0.35 0-55 0,25 30 20vr 13�5'' Q+r3 r0 5I73r 0 5f13 Avxvupl a.35 O5S 4.4a AD Mannv 2a or 13+5'' 6113 to tOlr3 t0.2 H 30+t3 Sand a,32 a.55 NR 49 20vr1:i�5^ r3rt7 30n 15/r9 r0,21t 15ir9 Manne 4 li a.32 055 NA aD 2a�5 or 13ri0r' 15/20 304 t5r19 10, 4 fl 15179 iand8 a32 0.55 NR 49 20+5orr3tlah 19l2i 3&� 15119 ta,aft 15r79 ARCHITECT Architectonic Inc 846 DELAWARE AVENUE FORT PIERCE, FLORIDA 34980 T: 772 460 7751 F: 772 464 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT ST_LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION ��•pF Ftp'�'i ��� NAELJ EAR •� Michael Seal • � ��•,� 2021.02.19 � •• AR96898 STFRt= � •A�G.�� MlCHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE 1 SHEET NUMBER PROJECT NUMBER � 17 Xq5c,, DATE `I%z4, fl7 tu/ 7-Colt7 V 2-5 1 I 2:�) ARCHITECT Architectonic Inc 846 DELAWARE AVENUE FORT PIERCE, FLORIDA 34980 T: 772 460 7751 F: 772 464 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT ST_LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION ��•pF Ftp'�'i ��� NAELJ EAR •� Michael Seal • � ��•,� 2021.02.19 � •• AR96898 STFRt= � •A�G.�� MlCHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE 1 SHEET NUMBER PROJECT NUMBER � 17 Xq5c,, DATE `I%z4, fl7 tu/ 7-Colt7 V 2-5 1 I 2:�) �a�CCe�ct0/10 ww� #-- `- C'C- e-x. It "Tp r—>e-'-,,7-, ce /VCR 4Se,ce 1kk MAXIMUM HEADER SPAN 3'-O' I IF# I ta'-•O' I If-O' I t5'-O' 1 1V7 WALL HEIGHT STUD SPACING 2 1 2 1 2 2 OF tit WER SMM SUPPORt1fii6 END OF FADER !O'-O' OR LESS Ir O.C. 2 2 3 3 1 3 3 � OF RILLlENG1ri STUD AT EIICti Fro OF HFJVOER IW-V OR MORE 18" O.C. 2 2 3 3 4 4 ROW TRUM DOUBLE TOP PLAT "m r tro'.�r STRAP EACH SM tSTA 18 OR MIS FADER SNOS FULL LDW SR NOTE: SUWN I REFUGE YTS 18 STRAP EACH st1A SUM SP4 OR rwts P.T. DOM PLA , POINT BEARING HEADER CONNECTION DETAIL N.T-' { M VA t tN po v-z� 'EIvL -NA,TI C.IC S tLL h t � { �•,� c� � S Tt�t c c..a j7�riT tL (-v-o', W fvar�rl++ ) Nt S IFLI-ta r-r- kt1NPdLA.J W I f-S bvJ 'F- to C-y— fL t- �rilN ac�� I L;6,,�--> �kE0 Q> V1Ts I co ftGl1��tZ. tt1� - �'aa�N.6:.: Wry- �•S t- _ Nfy r-o&F 5TZu (2-7-w tz r 4 sik.tbg �'. Z,4'OrCI 4 13o'mom FLp'-r; I�Lo 0 Ir, 5 EC:FI o N� H1an"e.t-E �i�rbi'rn�� gv c�-,•rtiP o�tr-n> -srr� p�(-tN tam ST 6�Cra Z N E P6 f"A L fi SF-- ENGfNEEi� "�`ti1ErSS 511`'1 #' Soh! T-'1 Ta j% N/ 14_ tad NAttS Pt� bTL'As,QT'tr.SC.p ��N+f'-Ac>t..Ew. i i 2- 3p IN b U L&4'r ►..a le, wAll LL 06L 2.K ,`. To PLp.TE- >t � FaSCtA.. Mgt apt ,� (al-rt SaFFf T' Irx�yit�?Ca"� , i .L.uM� A t�� EPGaIr.• ; . E I :�.Cfl STUDS LA t(r,'�4,Ct IN5ULAAT10tJ c-A q- ..a, rL7►NG v/� C.t> PL"tV R©b ad i» Mks •{"a, c� ?ER, ,� 8"a�4, 16TE; Fr-OVkVE ;a1M�'Scti1`3 yr �c P,T, Za 'Ct a N1 4' t.,aT E 4" 1.606 LraC3 I [oxGY. ta(to IFt `L- IF `^GYP, r-TG, 1 tJoTC', Fad. Ap4tT�nt�aAt_. 1 t.s �ca�.c��at totJ ZKe+r t_eCl�,►�C. �--leryT` 4- tr -��tSStr-S @ i�cOta�-. ic� ti-Ga $05 � otv H 1 Q C� �g� L..'� ��•�.0 l � � ur5 � rr so •-a 1'�r Ot t5 Ice v i FOUNDATION SCHEDULE S-1 4" (2500 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 18" DEEP X 18" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. D-1 3 # 5 DOWELS DRILLED INTO EXISTING FOUNDATION SET IN EPDXY. by D-2 # 5 DOWELS DRILLED 6" MIN. INTO EXISTING FOOTING SET IN EPDXY @ 48" O.C. TIED TO F•-1 FOOTING STEEL. �t�f �i✓NC� ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 P 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT W., ETMILLER ADDITION ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION ��OF Fl0 HAEL J Michael Seal " AR968.`� 2021.02.19 16:35:24-05'00' sTFh'ED.ARG�� MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE 1 SHEET NUMBER 2 aF � PROJECT NUMBER DATE A/z.5'6, 'Z/t?,1'`ZI ST h2 t w'-Vz- ARCHITECT I I I PRODUCT REVIEW PRODUCT OPENING PRODUCT MANUFACTURER MODEL# APPROVAL GLASS ATTACHMENT METHOD DESIGN DESIGN # TYPE PRESSURES PRESSURES (WORST CASE) DOORS ZONE a -343 -50 THERMA TRU GLAZED FL# IMPACT X" TAPCON @ 14" MAX. O.C., WITH 1-1/4" MIN. ZONE 5 -41.7 COMPOSITE 20468.9 EMBEDMENT & 2" CLEARANCE OF MANSONRY EDGE EDGE AND 4" MIN. CLEARANCE TO ADJACENT ANCHOR, 6" ON CORNERS WITH 7" AND 3" CENTER CLUSTERS DOOR ZONE 4 -34.7 -50 THERMA TRU CLASSIC FL# IMPACT 1/4" TAPCONS @ 13.75" MAX. D.C., 6" ON CORNERS, ZONE 5 -41.7 SMOOTH 2O468.2 1-1/4" MIN. EMBEDMENT, 2" MIN. CLEARANCE TO STAR MASORY EDGE AND 4" MIN. CLEARANCE TO ADJACENT ANCHOR WITH 6" AND 4" CENTER CLUSTERS WINDOW ZONE 4 -34.7 -70 CUSTOM WINDOW SH 8100 FL# IMPACT #10 WOOD SCREW @ 10.5" MAX. O.C., 4" ON CORNERS, ZONE 5 -41.7 SYSTEMS 26177.1 1-3/8" MIN. EMBEDMENT AND 7/8" DISTANCE TO EDGE WINDOW ZONE 4 -30.86 -55 CUSTOM WINDOW PW-8300 FL# IMPACT #8 WOOD SCREW @ 6" MAX. D.C., 4" ON CORNERS, ZONE 5 -36.74 SYSTEMS 13010.4 1-1/2" MIN. EMBEDMENTAND 1-1/W TO EDGE ROOF ZONE 1-61.7 N/A JA TAYLOR 5 V CRIMP FL# N/A #9 X 15 CORROSION RESISTANT WITH SEALING WASHERS ZONE 2-77.8 ROOFING 17443.1 W/ MIN. 5/16" PENETRATION OF ROOF DECK @ 6" O.C. ZONE 3 -91.8 1 1 PERIMETER & MAIN FIELD FASTENING @ 12" O.C. ROOF ZONE 1-61.7 N/A POLYGLASS USA POLYSTICK FL# N/A PEELAND STICK (SELF -ADHERED) ZONE 2-77.8 INC TY PLUS 5259.1 ZONE 3 -91.8 ---._.._..__..._...__. ___.__.._.._ ....s.a.....nrrnvvn�r�n��cvrrnvvt,��Ju��Cult+3tIr1lbbIKUWUHt.Itt:Af[:tF1ANUUI-IlintPRUUULE5 AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON 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. rnKIIUFr TnR 4zri41=nL LI r TRUSS ID BEARING POINT(S) TRUSS ACTUAL UPLIFT (GROUPED, WORST CASE SIMPSON - CONNECTOR(S) CONNECTOR(S) UPLIFT DESIGN FASTENERS A-81 EACH 1381# (2) MTS 16 1980# (28 )10dx1-1/2" BH6 16T BRG 1544# (2) MTS 16 1980# (28 )10dx1-1/2". xNU BRG HANGER BY TRUSS COMPANY GEB 48" O.C. 347# (1) MTS 16 990# (14 )1Qdx1.1/2"' GRB EACH 13339 (2) MTS 16 1980# (28 )10dx1-1/2" KING JACK VT BRG 743# (1) MTS 16 990# {14)10dx1-1/2" ! 2"° BRG 591# (1) MTS 16 990# (14) i0dx1-1/2"! HIP JACKS 111T BRG ISM (1) MTS 16 990# (14)10&1.1/2"! 2NO BRG NAILED PER TRUSS COMPANY VALLEYTRUSSES roiice wtnnAaASInAI•Ter..-...•.._..__._..._._.._--.--.._____...--_-- 48" D.C. 672# (1) MTS 16 990# (14 )10&1-1/2"'• ........ _ . _ .........,,,,., r• nsr1 rn. r vIi> n a anwr vn Vvll+Iw, %.milvrnt" I KUDS, JOB # 76929 TRUSS ENGINEERING DATED 8 1D 20. ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. Zal Z � 5{ Z itL s, We_ Off WC 3" 3" �rgrr ram, � S, ELECTRICL_LEGE„ND SINGLE POLE SWITCH 3 THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET 220V OUTLET — MOTOR OUTLET WALL MOUNT LTG. FIXTURE III GROUND FAULT PROTECTION rI PHONE OUTLET II J.B. FOR FAN/LIGHT COMBO CABLE TELEVISION OUTLET WP WEATHER PROOF RECESSED' .-FIXTURE CEILING MOUNT FIX!'URE 5D SMOKE DETECTORS (D— DOORBELL F! CHIMES FLF-UFF-- Wetmiller Residence Service Calculations 1240 Existing Living 3720 1034 Addition 3102 1 Dryer 5000 2 Sm. Appliance Circuits 3000 1 Laundry Circuit 1500 4 Ceiling Fans @ 690 Watts Each 2760 1 Dishwasher 1200 Total 20282 First 10 kw @ 100% 10000 Remaier @ 40% 10282 x .40 4112 A/C Heat 8000 22112/240 Volts 92 Amps Use Existing 150 Amp Service Note: Range and water heater are gas appliances Wetmiller Garage Service Calculations Adding 30 Amp Feed at House to Proposed Garagae 2 240 v load Adding 20 Amp Load at Garage pZ)0' 'E'r F1��-� ZIEC-I F`t Sa-co� $�-•Er?:Pr r�Cr� i'-e''� s � � P3'1 I��tr� �:��5 A M �7- 77 Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT WETMILLER ADDITION ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION HAELJ Fq� Michael Seal 2021.02.19 AR96898 ��;•. ��`' 16:35:31-05'00' FRED ARG MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER PROJECT NUMBER IP. 17 `0& DATE �i/zS�1� Z/r 941 I . - 5iM1-1-gjC-