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HomeMy WebLinkAboutAPPROVED oddewig revision plans - DigiSignELECTRTCLLEGEND SINGLE POLE SWITCH '3 THREE WAY SWITCH ' DUPLEX CONVENIENCE OUTLET 220V OUTLET MOTOR OUTLET ' WALL MOUNT LTG. FIXTURE 41FI GROUND FAULT PROTECTION rI PHONE OUTLET II J.B. FOR FAN/LIGHT COMBC• CABLE TELEVISION OUTLET WP WEATHER PROOF I RECESSED -FIXTURE CEILING MOUNT FIXTURE �d SMOKE DETECTORS DOORBELL �I CHIMES 7 "Vf12..• 47 a 31,ToZ.,r12, NoTIE� r ��L P � F✓L-i 1- Y Irr}Gr�jrl�i (�'E7"Y't Y r � � •� �t' - ZIk4i t ti T ro N #E CCr_-P PE.T-Ec•ro�- tN t1✓. o v� of �-� 56.�F.�lfdC�, FOUNDATION SCHEDULE S-1 4" (3000 PSI) POURED CONCRETE SLAB WITH FIBERM REINFORCING ON .006" VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL. F-1 12" X 12" THICKENED EDGE WITH 1 # 5 BAR CONTINU_ F-2 16" DEEP X 18" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. D-1 # 5 DOWEL DRILLED 4" MIN. INTO EXISTING BLOCK SET IN EPDXY @ 24" O.C. VERT. D-2 3 # 5 DOWELS DRILLED 6" MIN. INTO EXISTING FOUNDATION SET IN EPDXY AND TIED TO NEW FOOTING STEEL. D-3 # 5 DOWELS DRILLED 6" MIN. INTO EXISITING FOUNDATION SET IN EPDXY @ 48" O.C. TIED TO NEW FOOTING STEEL. ofTgo,►>Y WALL LEGEND EXISTING WALLS TO REMAIN ~ EXISTING WALLS TO BE REMOVED .,..._ --.. - -� PROPOSED CONCRETE BLOCK WALLS -I PROPOSED 2 X 4 FRAME WALLS uM SCHEDULE A U (BETE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L 1 2'11r 8974# 7034# 81`24AT-18 L2 31-6" 8974# 5591# SF24/1T-18 L 3 41-W 89751t 4853# 8F24/1T-1B L4 4'-6" 8672# 42924 (P o SF24/1r-18 L 5 S'^4" 7342# 3607# BF24/1T-18 L6 5110" 6030 3295# 8F24/ST-1B L7 V-6" 836G# 29591t 8F24/1T-18 L8 7'-6" 56810t of 4o4— 25711t ,o . 8FZ4/lT-1B L9 9'-e 3486# 1811# BF24AT-111 L 10 StY4" 2781# 1458# 8F24/1T-1B 1.11 111-4" 2423# IZ72# 8F24/1T-1B L 12 121-V 2193# 1151# 8FZ4/1T IB L13 13'-4" 1838# 96Z# 8F2411T-1B L 14 14'-0" 1697# 9870 BF24/1T-10 L 1S 14'-8" 2245# 823# 8F24/1T-1B L16 15'-4" 20589 767# 8F24/1T-1B L1 117'-4" 1609# 5379 8FZ4/1T-18 L18 IVA" 1282# S46# BF24/1T-iB L 19 21'-4" 1114# 480# BF24/1T-1B L 20 22'-W 1097# 461# BF24/1T-18 L21 24'-0" 8840 416# 8F24/1T-10 REMMQ UNTAU MANUFA R: T- ET LINTEL. NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE SEAM IiL-1 4'-4" 8060# 4409# SF22/1T-18 RL-2 4'-6" 8060# 4224# BF22/1T-18 RMA 51-8" 8060# 327711 8F22/1T-1S RL-4 S'-10" 8060# 3176# 8F22/ST-1B RL-S 61-V 7919 2758# BF22/1T-1B RI-6 70-6" 57431t 2442# BF22/1T-1B RL-7 9' 8" 3129# 1893# 8F22/1T-16 NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. ..._............. Cert€fication for Design Load Conn fiance I. DESIGN CODE: Florida �r Pe rr4 code 2020 Edition w/20�___ supplements using ASCB 7.16 2. Structure Design is: L Enclosed Partially Enclosed Open Building 3. Risk Category: _I f__II _- III _IV Exposure Category: 2�.B � -,C rD Adjustment coefficient 4. Design Wind Velocity Lmph ASD LRFD End Zone Width tt. 5. Mean Roof Height: ,�,,Clft. Roof Pitch: kA :12 Parapet, ft f 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ Q MRH (worst case) Zone 1:-3-'—% S Zone 2:- � 6Zone 3:- �'S&Zone 4:- 2177 Zone: 5:-L513arage• 7. Design Loads: Floor. 75- PSF Roof/Dead: .IE PSF Roof/Live 516 PSF Balcony: _PSF Dock: ,,,,,,_PSF Deck: _ PSF Stairs: ,w,,,,— PSF Fence: PSF Railing: PSF 8. Were Shear Walls Considered for Structure? Yes —Not Applicable Explain Why Not: 9. is a Continuous Load Path provided? Yes —Not applicable Explain Why Not: 10. Minimum soil bearing pressure 2000 P.S.F. STIR LC_TURAIL 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 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 30- MIN. LAP, 4, CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" BEAMS 1-112' COLUMNS 1-1f2' 5• FILL (SOIL) SHALL 8E PLACED IN LIFTS NOT TO EXCEED 12' AND COMPACTED TO A MINIMUM OF 96% MODIFIED PROCTOR DENSITY. B ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2020 EDITION, 7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORDA BUILDING CODE 2020 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. B• PRECASTIPRESTRI^SSED CONCRETE LINTELS TO HAVE 4• MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9• MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TO ARTICLES 2.1 AND 2,6 A OF TMS 8021AC1530.01ASCE0 10, FOR METHOD OF ATTACHMENT OF DOORS AND WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. 11. ALL LUMBER IN CONTACT WTH 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. T, DRYWALL SMALL 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 CLASSWICATION 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 CENTIMI�;TER WTI'H A FLAME SPREAD NOT EXCEEDING 25 WTI'H AN ACCOMPANYFNG SMOKE -DEVELOPED MEX NOT EXCEEDING 450. FOAM BLOCK INSULATION SHALL HAVE A PLANE SPREAD OF NOT MORE THAN 75 AND SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND nrInv t l=UN SNOW &poaS" Topogreaph[a i.OAii mph etlaniak NA SEISMIC D1;SIGN CATHGORYt SUBJECT TO DAMAGI - Frost Itno Waetherin�' deptt,b FROM T9rmite- WINTER DESIGN TEMP' Ica BARRIER UNDERLAVMENT REQUIRED' FLOOD HAZARbS9 AIR FREExiNG 1NDEXt MEAN ANNUAL - TEMPI Vory Uosk NA NA NA NA See FIB. lUfJI.2(4) NA Negligible NA r IE ( C1-A- 5� yat I. UEe.tfy E."CG• 1Fit113Ce ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW,ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT RODDEWIG BATHROOM ADDITION ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS I I i i i REGISTRATION y' M �NAELJ Fq� . Michael Seal A 8,� 2021.03.24 98 11:56:11-04'00' STFRED A... MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE I SHEET NUMBER PROJECT NUMBER DATE3�5-/Z/ 5 a to tom' -art I I- e_ca P S W ICo 48&, %- 'F- R A,-M- t E-r4 ST`! r3 L -rt(-r mar-fA�)cs, l� 4- 1 � � I Fit 4,1 P, � '�,r C n . 5 W 5 ROOF SHEATHING NAILING ZONE INFO. ZONE Pi 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 5' X S' @ HIP AND S' X LENGTH @ GABLE ENDS W/Bd 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. �\c.. wc stC7� R i F-xlsr.4 --1) k9F i_+ N E—S g£ucy�r v Maafi t.lti ES ??no f"o PQ?I?VTi o 1V ARCHITECT Architectonic Inc 806 DELAWARE AVENUE PORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT RODDEWIG BATHROOM ADDITION ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION ,�� OF• F�O,Q �. \A EL Michael Seal Fq! 9 98 AR968•� 2021.03.24 11:56:20-04'00' TFREp.pRG� MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE 1 SHEET NUMBER zz 2 d� PROJECT NUMBER ZQO 7fl DATE Caul. k( &Z 14Tf 1.) MO 8"C3cYc (3r,�ac>� w� f 1* S TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa CLIMATE ZONE 1 2 joxcopt FENESTRATiONSKYLIGHTtr U•FACTUR'' NR 0 40 0-35 035 0.32055 U•FACTUR 0 75 0 65 055 055 GLAZED FENESTRA•RON SHGCe. u 0.25 0.25 0.T.5 0.410 NR CEILING R.VALUE 30 39 30 49 49 WOOD FRAME WALL R-VALUE 13 13 20or 0-511 200r 13.51 20or13-51' MASS WALL R-VALUE' 314 _ 8e13 8:13 1307 FLOOR R-VALUE 13 13 19 19 3[M BASEMENT' WALLR-VALUE R-VALUE {) [I tp13 1 10%13 15rtg SLAB`! & DEPTH p CRAWL SpACEc WALL R-VALUE 0 U 0 0 5l13 10.211 to.2f[ 10'13 15119 032 032 055 0.55 NR r3R 40 49 20•5dr13410" 20.5 ar, 13-10h 15r�0 14121 309 38g 15119 t 5r 14 10,44 10, 4 f1 15t19 15/10 CONNECTOR SCHEDULE TRUSS ID OFARNG POINT(S) TRUSS ACTUAL UPLIFT (GROUPED, WORST CASE) SIMPSON CONNECTOR(S) CONNECTOR(S) UPLIFT DESIGN FASTENERS AOL-AO V, BRG STRAP PER TRUSS FOR CONNECTION 2ND BRG 33S# (1) HETA 20 1810# 9-10d x 1-1/2" A04G EACH STRAP PER TRUSS FOR CONNECTION FG12 1n BRG 1858# (2) HTSM 16 222D# 8-10d NAILS (4) 9." X 2.1/4" TITENS 2ND BRG 367# (1) HTSM 16 311D# 2220# 8-10d NAILS (4) Y." X 2.1/4" TITENS 10-10d X 1-1/2 4) Y." X 2-1/4 TITENS 3"D BRG 3390# (4) HTSM 16 4440# 16-10d NAILS (4) Y..- X 2-1/4" TITENS KING JACKS 1sr BRG 715# (1) MTS 16 990# (14)10dx1-1/2" 2ND BRG 3729 1) THJU26 780# (32)10d x 3" Vie BRG 1239 144# (2)16d x 3-1/2" HIP JACKS 1" BRG 415# (1) MTS 16 9904 (9)10dxl-1/2„ 2110 BRG 230# (1) THC37 (MAX) 510# (12) Sd x $110 BRG 107# 144# (2)16d x 3.1/2„ VALLEY TRU55ES 48" O.C. 672# (1) MTS i6 1000# 14-10dxl-1/2" TRUSS INFORMATION TAKEN FROM MANUFACTURER'S SHOP DRAWINGS, EAST COAST TRUSS, JOB #J41330-RODDEWIG ADDITION. TRUSS ENGINEERING DATED 2 23 2021. ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. PRODUCT REVIEW PRODUCT OPENING PRODUCT MANUFACTURER MODEL.# APPROVAL GLASS ATTACHMENT METHOD DESIGN DESIGN # TYPE PRESSURES PRESSURES (WORST CASE) WINDOW ZONE 4 -28.7 -SO PGT INDUSTRIES SH 4000A FL# NOW 3r ULTRACONS @ 21" MAX. O.C.,1-3I8" MIN. ZONE 5 -345 29458.1 IMPACT EMBEDMENTAND 1-1/8" DISTANCE TO EDGE ROOF TILES ZONE 1-32.8 -73 BORAL ROOFING, PLANTATION NOA# N/A DAP FPAM TOUCH N SEAL STORMBOND 2 ROOF ZONE 2 45.6 LLC. ROOF TILE 20-1019.02 TILE ADHESIVE WEIGHT PER PADDY 45 GRAMS ZONE 3 -4S.6 UNDERLAYMENT ZONE 1-32.8 N/A GARDNER ASPHALT UNDERLAYMENT NOA# N/A MECHANICALLY ATTACHED WITH NAILS AND TIN ZONE 2 -45.6 CORP. 18-0409.06 CAPS SPACED 6" O.C. AT THE 4" LAPS & 6" O.C. ZONE 3 -45.6 IN THREE EQUALLY SPACED ROWS IN THE CENTER OF THE SHEET (SELF -ADHERED) FASTENED AT 12" O.C. MIN. IN THE FIELD OF THE ROLL THE SEAL HEREON IS PRUVIUEL) ONLY IU INDICALE (JUR itt_VItW ANU APYRUVAL i•Uii U]k UI- VKUUULi5 L1aI kU t-VK I t1[»[ttUL[UKr. I rjr Au-rrimivL r yr mr-ar rRVVv,-10 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. 0 DOOR AND WINDOW BUCK FASTENING 1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 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) SUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2020 FLORIDA BUILDING CODE WITH AMENDMENTS. OPTIONAL 2 X BUCKS SHALL BE ATTACHED WITH Y4" 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 2020 FLORIDA BUILDING CODE WITH AMENDMENTS. DRYWALL AND FURRING ATTACHMENT P.T. I X 2 FURRING @ 16" O.C. FASTENE0 WITH I 'A" CASE HARD NAILS @ 8" U.C. ''/2" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. 5/8" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. 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 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. %" CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS %" MIN. �' `-3 O f r�SO�•-�"I-old !Ld/FCOFAtTtI(.-i� As'll� 4" sP �aa NP q" ---) pay IFL4so ' � o .-1:= -, 4�1-F�ITie�e_E- C40P5r raAYa aa�rh��� 1 �I M c.+J©off rem ?--(3 1r'Ns11 c-A,.rieWu "�- / `. - [_- _ pt%, Z}cl- (pr L.."Corte e. 'tGOf' FGA,' I/A'`Y-�`!L("TIT ` @ tr-o•� =0 W A-U— OQ "j/ S 75 ,Flit P, 1 /A"X:3'!'q-"-M i`I=NS S�t,�G�[Ej7 SIM IPsa� KEG � 1 mwrc-t+ .rws-r ® S A-"e-jA' Ar G4+i'T'14I SpFF t 7-- c,�� �a�''1`r ✓�� I� S'' PRE. CH.ST' LL 1v'�1=C. / 14.5 Bokp— g�7!>tilp . z u�flVpa��` Cv III-04>e- ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT RODDEWIG BATHROOM ADDITION ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION Fj- EL Michael Seal NAJ Fq</ �9689y 8 ~ 2021.03.24 11:56:28-04'00' FRED ARG MICHAEL J. SEAL, AIA AR96898 REVISIONS NO, DATE REVISION KEY PLAN SHEET TITLE 1 SHEET NUMBER Q� PROJECT NUMBER 1�'. 7 0,0 DATE IolzZ 202_o t I s t>