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HomeMy WebLinkAboutBuilding PlansELECTRICL LEGEND SINGLE POLE SWITCH '3 THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET P& 220V OUTLET -� MOTOR OUTLET + WALL MOUNT LTG. FIXTURE G'1FI GROUND FAULT PROTECTION PHONE OUTLET II J.B. FOR FAN/LIGHT COMBO r CABLE TELEVISION OUTLET WP WEATHER PROOF RECESSED.FIXTURE CEILING MOUNT FIX$tURE 50 SMOKE DETECTORS 0' DOORBELL �11 CHIMES -5* 'wa ?Ii INN Itl Z"c.. EL-EC.'T. SECVLCE- -Vtt O Ma/ZM td *#C. C.U, C.1.. rp EL_r--c_-r, pt5'C, TUTS PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD PRESSURES (WORST DESIGN TYPE CASE) PRESSURES WINDOW ZONE 4-28 .110 PGT INDUSTRIES SH 500 NOA# IMPACT 3/16" ULTRACONS V 23.3/4" O.C., 6-1/2" ON ZONE 5 -34 17-0603.05 CORNERS,1" MIN EDGE DISTANCE AND 1-3/8" MIN. EMBEDMENT SLIDING ZONE 4-28 -100 PGT INDUSTRIES S570/2770 NOA# IMPACT W ULTRACDNS & 21.6" MAX O-C., 6" ON CORNERS 1- GLASS ZONE 5-34 VINYL 17.0420.06 31W MIN. EMBEDMENT AND 2-1/2" DISTANCE TO EDGE DOOR DOOR ZONE 4 -28 -67 THERMA TRU COMPOSITE Put IMPACT W TAPCONS @ 1 r O.C., WITH 6" ON CORNERS, 1-1/4' ZONE 5 -34 EDGE 20461LI MIN. EMBEDMENT, 2" MIN. CLEARANCE TO MASONRY EDGE AND 4" MIN. CLEARANCE TO ADJACENT ANCHOR DOOR ZONE 4.28 .55 THERMA TRU GLAZED FL# IMPACT Y4" TAPCONS 014" O.C., WITH 6" ON CORNERS,1-11V ZONE 5 -34 FIBERGLASS 20470.7 MIN. EMBEDMENT, 2" MIN. CLEARANCE TO MASONRY S.D. EDGE AND 4" MIN. CLEARANCE TO ADJACENT ANCHOR ROOF ZONE 1-24 N/A OWENS CORNING ASPHALT ROOF FL# N/A (6) 3/8" DIA. ROOFING NAIL PER SHINGLE ZONE 2 40 SHINGLES 3 10674.1 ZONE 3-60 TAB THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE Of THESE PRODUCTS 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 - THIIS OFFICE FOR THESE PRODUCTS. CONNECTOR SCHEDULE TRUSS ID BEARING POINT(S) TRUSS ACTUAL UPLIFT(GROUPED, WORST CASE SIMPSON CONNECTORS) CONNECTORS) UPLIFT DESIGN FASTENERS Al 48"O.C. 147# (1) HETA 20 1810# 9-IOdxl-1/2" A2 EACH 539# 1 META 20 1810# 9.10dx1d/2" A3 48" O.C. 653# (1) HETA 20 1830# 9.10dxl-1/2" 2"d BRG 229# 1 HETA 20 1810# 9.10dxl-1/2" A4 In BRG 330# (1) NITS 16 3000# 14.10dx1-3/2" 2ND& 3M BRG 210# HTSM 16 830# 8.1d NAILS @ (4) X X 2-1/4" TITENS 4" BRG 330# (1) HETA 20 1 1810# 9-SOdxl-l/2" Bl 46"O.C. 109# (3) HETA 20 1 1830N 9-10dxl-1/2" B2 EACH 258# (1) HETA 20 1810# 9-10dxl-V2" CS 48" O.C. 106# (1) HETA 20 1810# 9-30dx1.1/2" M7A IV BRG 120# (1) META 20 1830# 9.10dx1-1/2" 2"d BRG 89# 14TSM 16 8300 8.1d NAILS (Lb (4) Y X 2-1/4" TITENS M14A 48" O.C. 134# 1) MTS 16 1000# 14-10&1.1/2" M145 If BRG 206# (1) MTS 16 1000# 1410dxl-S/2" 2ND BRG 211# HTSM 16 830# 8-1d NAILS @ (4) Y X 2-1/4" TITENS V1-V6 48" O.C. 4S9# (1) MTS 36 1000# 14-10dx1.1/2" KING JACK In BRG 743# ((1)) WE 20 1810# 9-1Odx1-1/2" 2ND BRG 591# (I)MTS 16 1000# 14-16dx1-1/2" HIPIACKS tar BRG 1ST# (1)HETA20 1830# 9.10dxl-l/2" 2NDBRG NAILED PER TRUSS COMPANY VALLEY TRUSSES 48" O.C. 672# (1)MTS 16 SODO# 14.10dx1-1/2" Ixv�INrVKMAIIUNIAKtNtKOMMANUFALIUKER55HOFUKAWING5. I IBBETT5108# Q19005. TRUSS ENGINEERING DATED3302019. ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. _ MAMMUM HEADER SPAN S-0' 1 6'4 1 Y-r I It-$ I 15-D" I I6'-r WALL HEIGHT STUD SPACING I t I i 1 2 1 2 1 2 2 1 I OF HOW slips 911� ORING END OF WABBt OR LESS IF D.C. 12 1 2 1 3 1 3 1 3 3 17 OF RILL IBM STUD AT EACH 90 OF WJDIR IIr-0' OR MORE IF O.O. 2 1 2 1 3 1 3 1 4 f 4 0,00 9-0 N1WALM --- -_ WAM SPAM WAS � WIIVS S"N000Dg D.C. STAGGERS) BORI SDE3) SWAP SIGN STUD AS RUM WIN SWPSON I= 18 OR MIS /6 MR WIOD NABS - NFAOER SRAJS RJ L UNM SRAS NM E S IPSON it RAT SOAP MAY REFUGE 105 18 OR EQUAL AT HFABLR MY SWP�SM SPSP4 OR so Sm� moo0d X 1 1/Y NAILS PT. 8MIfOM PLATE --�-�_ ELECTRICAL LOAD CALCULATIONS 1722 SQ. FEET 3 VA 5166 VA 2 20 AMP APPLIANCE CIRCUITS 3000 VA 1 REFRIGERATOR 1200 VA 1 DISHWASHER 1200 VA 1 LAUNDRY 1500 VA 1 RANGE 12000 VA 1 DRYER 5000 VA 1 IRRIGATION WELL 2500 VA 1 WATER HEATER 4500 VA 1 FUTURE POOL 2500 VA 1 MISCELLANEOUS 5000 VA TOTAL 43566 VA FIRST 10 KVA@ 100% 10000 VA REMAINDER @ 40% 13426 VA AC / HEAT @ 100 % 12000 VA TOTAL 35426 VA 35426 148 AMPS 240 PROVIDE 200AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THRUOUT POINT BEARING HEADER CONNECTION DETAIL 1111 (NijJr-ATreN N1 A4TC-E1 w)gA tUara � e u O'C' i0104,p of0 FIea19R 4.J ubmisg+EDUIE URER; T LINTEL NC. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L1 2'10" 6113# 4460# BF16/1T-10 L2 3'-V 6113# 35470 le Z.* 8F16/1T.1B L3 4'-W 611311 3079# 8F16/1T-18 L4 W-V 6113# OA- 2724# -32P SF36/1T-18 LS 51-C 5365# 229M RP16/17-18 L6 5110" 1 4360# 1 2093# BF16/1T-1B LT 614" 3480# 1B80# LO Y-V 2661# 1634# 8F16/1T-18 L9 W-4" 1843# 70 1133# *$ * 8F16/1T-1B L10 10'-V 1S33# 914# 8F16/1T-18 L11 ll'4"• 1366# 798# 8F16/1T-1B L12 12'-0" 12SM 723# SF16/1T-18 L13 1314" 10754 606# 8F16/1T-1B L14 1w-0" 1002# 559# SF16/1T.1B LIS 14'4" 1370# 519# 8F16/1T-18 L16 15'-40 1250 485# OF16/1T-18 117 17'4" 950# 0 'IF- 404# % 8F16/1T-1B L18 191-41' 750# 3474 8F16/1T-18 L19 21'4" 598# 306# 8F16/1T-16 L20 22'-0" SSO# 295# &F16/1T-18 L21 24'-0' 450# 267# 8F16/1T4S RECESSED LINTELS USER:MMUEK tETE UNTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM RL-1 4'4" 5206# 263S# 8F14/IT•18 RL-2 W-6" 5206# 2525# 8F14/1T-1B RL-3 5'-8" 4567# 1960# SF14/1T-1B RL4 5'-10" 42424 1900# SF14/1T-1B RL-S 61-8" 3120# 1651# SF14/1T.18 RL-6 7'-6" 2459# 1.17tl 1462# BF14/1T•18 RL-7 9'-8" 1568N 113S# 8F14/1T-16 NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR UNTEL SIZE SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. lr1 11,-� 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. TABLE R3012(1) CLIMATIC AND GPnGRAPHin DFRIGN CRITERIA 4 GROUND WIND DESIGN ---- SEISMIC - SUBJECT TO DAM AGE FROM - WINTER IC@ BARRIER AIR MBAN SNOW Sp"Cid T169 Oraphl0 DESIGN Frost Ilno DESIGN UNDERI.AYMENT FLOOD FREEZING ANNUAL LOAD mph offwtal (NA CATEGORY' We4th4rlhg' _depth° TBrmlle" TEMP' REOUiREDIt HAZARDSa INDEX' TEMW NA See Pig.IUOI.2(4) NA Negligible N, NA NA NA 6av NOTE: STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM C4063: 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 60 COMMON OR ROOFING NAILS HAVING A MIN. 1-SJ4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES WJ A MIN. '/" CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS %" MIN. DRYWALL AND FURRING ATTACHMENT P.T. I X 2 FURRING (,, 16" O.C. FASTENED WITH I ''/W' CASE HARD NAILS @ 8" O_C. VT DRYWALL FAS'FENEll 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 V8" DRYWALL. SCREWS @ 8" O,C. PERIMETER AND 12" O.C. FIELD, 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 j X+Si//U 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. OPTIONA% zx.4 (fX- FLArr-' 2 X BUCKS SHALL BE ATTACHED WITH'/4" X 3-1/4" TAPCONS AT 12"O.C. WITH DOORS D �IGd N'v r-S e 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 r2- 0IC-' BEYOND THE INTERIOR FACE OF FRAME PER 2017 FLORIDA BUILDING CODE WITH 2X4,5T4P5 e LWI ! "u" hTe J.Ps AMENDMENTS. e TC P gore pz-Ar -- EV6i�YZT4D -. h1J�TtL-N �xlvriAsce C1 a?q5T-leil G ^W--wAA-c. worwo f.t 10, ePA P r1w N certification for Design Load Compliance I. DESIGN CODE: Florida gl t 0 +At..code 2017 Edition w/20� supplements using ASCE 7-10 I2. Structure Design is: 1 Enclosed Partially Enclosed __-__ Open Building 3. Risk Category: ,_I �II III _p N Exposure Category: ,7r, B-C _D Adjustment coefficient I t6 4. Design Wind Velocity 140 mph _-ASD±QLRFD End Zone Width t. 5. Mean Roof Height:i.g ft. Roof Pitch: At :12 Parapet 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 30 'MRH (worst case) Zone 1:-Zfr_Zone 2:-1M Zone 3:--Q-O_Zone 4:-jLZone 5: 74Garage: 24 7. Design Loads: Floor:71� PSF Roof/Dead: 1 i PSF Roof/Live '3 O PSF Balcony: _PSF Dock: _PSF Deck: _ PSF Stairs: _ 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? -XYYes-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 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2600 P.S.I. MIN 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 30" MIN. LAP. C CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" BEAMS 1-1/2- COLUMNS 1-1/2' 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, 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. Z a 2 of re- �L14tyl�/�C,a L tLiF.�2 °1✓. S., $LOC`f�! WAt�s ,� 11iJ74L�Lj 114" W,, �DEANNAMARtE GIVENS ' c ' Ito�A R"°I�� AG0220 t6 - °becem 2O2 IPSE q n• ° °`�r Hvr!4cr9u ihN NOtE ` \ O y V � 5 PDt�uaantm I I I MICHAEL J. SEAL, AIA AR96898 REVISIONS INO.1 DATE I REVISION PROJECT NUMBER DATE 1Z1!;A5 A W 11 rawh6 I /p- ftetAIi- LEFT 5t®lE— r c— p kC> M EiA t_ e-obF��+r o� YK6cr�r.¢5 gHaa�t6Cj I � i7tlC�r, -'se -= I o t ,4- ro Y*d ,tcfAy 4Z 6 41k5' Lz WALL A/C U4—Lt 0 e' `vt _. 1 t c ° -") �p,FSt.t✓ ARCHITECT architectonic Inc ir�p4� I'^2, F1tP 806 DELAWARE AVENUE RZ Ktvcsr P.Z� FORT PIERCE, FLORIDA 34950 T:7724607751 F: 772 460 4244 yP ? P WWW.ARCHITECTONICINC.COM e P STATE REG # AA26003348 ROOF SHEATH7ENS NAILING ZONE INFO. COPYRIGHT 2017 ZONEPI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD. PROJECT ZONE P2 V X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD, ZONE P3 5' X 5' @ HIP AND S' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O,C. FIELD . NOTES: 19/32"CDXPLYWOOD SHEATHING CARVILLE / OTARROLL 25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELTSHALL BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM.D226. n' ADDITION/ TION/ RENOVATION NOTES: ST. LUCIE COUNTY, FLORIDA ASPHALT SHINGLES SHALL COMPLY WITH ASTM D 3161 CLASS F, ASTM D 7150 CLASS H OR TAS.107 AND.SHALL HA1tE FACTORY APPLIED SELFSEAL STRIPS OR. BE INTERLOCI(ING. n- t t• Bc.l StL Cr -L. ea -t...-r/ t *-s Sae- CA. G&Lt— k-7-1 � 1 .µ0mt ta6T 5 "o4J Kl I S E}OSTtna� LIVfNC,,. (•jZZ- 5¢ Po A (4 \cao 5,f' -r0T-x t _ Z.Z 4,4 °> F CLIENT I CONSULTANTS I REGISTRATION MICHAEL J. SEAL, AIA AR96898 1 REVISIONS KEY PLAN SHEET TITLE / SHEET NUMBER A-2 FILE COPILff PROJECT NUMBER DATE !Z/S to• jA Ilq ttsus 6fP ft*gLd— UeUILLF &/L4e1Aou- I v- F k_, " \ v— t--u v , — I N v 1 � " e.- L Hr EL. Ll -0 t 199 D$XL'5 f• fj ytt/qy V. zi kA 4� L V1 P3 C� V7- 00NA q tea sµtk5' UN N e1 1 1 74. 7-77-1 —7 1 1-1 Fr Arr ON W At Et -4- 0 ,-A" \*k- � e. 806 DELAWARE AVENUE Ufa FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 IS�vV WWW.ARCHITECTONICINC.COM z STATE REG# AA26003348 ROOF SHEATHING NAILING ZONE INFO. COPYRIGHT 2017 ZONEP1 REMAINING AREA W/8d RING SHANK@ 6"O.0 PERIMETER & 6" D.C. FIELD PROJECT ZONE P2 4` X LENGTH W/8d RING SHANK 0 4- O.0 PERIMETER & 6- O.C. FIELD, ZONEP3 5'X 5'0 HIP AND S'X LENGTH@ GABLE ENDS W/8d RING SHANK@ 4-0,C PERIMETER &4- O.C. FIELD NOTES: 19/32" CDX PLYWOOD SHFATHING CARVILLE OTARROLL T- 25'- 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT SHALLBE PEEL. & STICK OR 30# FELT COMPLYING Wy As-rM.D226. ADDITION/ RENOVATION NOTES: ST. LUCIE COUNTY, FLORIDA ASPHALT SHINGLES SHALL COMPLY WITH ASTM 0 3161 CLASS F, Asrm D 7158 CLASS H OR TAS-107 AND SHALL HAVE FACTORY APPLIED SELFSEAL STRIPS OR. BE INTERLOCKING, CLIENT OFF( co— I gg*- I F-(-E_c--rP—t c- ba t m6T 5fAoW6-3 I!, Tto 7="Av,3, Sa"Alr—E Ll Qf"C4 (7zz- 9je Pow('- (4 !coo 5.f, el AeeA CA SF REGISTRATION MICHAEL J. SEAL, AIA AR96898 1 REVISIONS IN0.1 REVISION 1 1 1 :fr.1 Ll I remit fr I PROJECT NUMBER DATE jZ13J1,; ''I m ARCHITECT ,j>rt u-4> oit-4 �✓LPc�i ©tom �'X-re-p r - �vF Cf AKP W/ Il4' Dt'�t�1L X�WS @ LiIlo.t_ t- PeLD _ hlMPho).1 H��A � FIL-LzrD 6El-t-- D � 6. t-II-ITv FILLCP Get 9t"11CLD f I (,LJ4, H �11,K Q C.r t--4G�'( *9�; Ffl"— Iki F.PC W WV041 Pt4A- At-L S I Z. GABLE D 2 X 4 SPRU BETTER LAT BRACE 8' O.C. WITH (2)16D GYPSUM WALL BOARD / rt.E.-FrK.tNEIErED 'TtQ65E-', �l yrM'Y 5oN 1--IT6 )(a wt/ 14_ jod NPIL6 PSI. 7.% (O Top V*LATE. Z x%} 9Lt Ea `FAh C.r4 I X Cn T^A�aC1A. 2 X 8 P.T. WITH I/2" "J"BOLT OR VZ' x SW' wmQtT @ 4 O.C. f•;t©c�E. G?r vt-tDG� 4 Q�U,S SEFi $CaC LG, gTUCce ora rwat i;aeK�p CANNA o1�3otxfEc� out f/Z' SHEATHING TO BE NAILED WITH 8D Y,OMMON NAILS O.C. @ EDGES AND " O.C. INTERMEDIATE ( TYPICAL ) 16D COMMON NAILS @ 16" O.C. BOTTOM CHORD SIMf'SON HE"TR eo GABLE END DETAIL NCS P Q taTtJ.➢�a � 2.4�OrC.F 4 P'0'moM PLkrE- a5 t to J4o F LO A It. lOrr.. V,-11�G..C.. `JF-CTI yTUCeo up ?-t S L A 'C + tpI' Q -- zx 4 6TUP9 a I/o"orL'.t 5T•nceo etA tAgbM{IN »II Itd2u4A.TtbtJllFCcF.B�-T.If�i`aLkLf�`(•tCJN� -3o� srueeo ®ro uCIE- 6a FP-47 wr2 KaTM ouE2 oozes $d �)lur�I ILLI.G.L� %A ot-i r'i. cvx pti;.Ycuo T.7 .% �[t� $o'iXAr �'1iC-S• . v'°' W o>^At @ .4"'9 PEA sk 8 o • t. it Ul 0 ><I�a 8 r�r �i r l 4�lll� " _ N 4 No�'�:.P[~otttv'E �r�..tr scrd �L yP•G O Tao > 6a>tdt'► ;w ±�r/S/0 x�5�/�� �i�P PLATES 11I1 �ciSl�tisG h441f3 +!5> Pot.. L- ZG.,t hilt L.P p6i gr - LZ777777 - T- YP WALL SECTION � P\ L FOUNDATION WEEP SCREED 5(p;' STUC-C.o Fc�UP.1Ao.TlotdJ ' C 1 5!a'") Cettbt..-kt^. 5r4A_CC> ON 4k P>AC'e-*v LA -Tv IS 4o-Fiu-'r- F.c.n'tacor� W \ Yj o v-j t^f1n1p4u-� �4K� h fr~L nve c'V n V IL CaR M F"r 'F o � ►J �,�.. i t c� � Pt� N 5 14W10 W*"T EC'. mcscwr r -J C-c B�Fo�fs #- IChT�� ('�Yi' of ��� •� V4:)) ��A� h:1�.''� �rl t t•�`�'C t`l-z I ..1` Q W 0 i 0 r FOUNDATION SCHEDULE S-1 4" (3000 PSI) POURED CONCRETE SLAB WITH FIBERMESH REINFORCING ON .006" VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL. 5-2 4"+/- (3000 PSI) POURED CONCRETE CAP WITH FIBERMESH REINFORCING OVER EXISTING SLAB TO MATCH EXISTING FINISH FLOOR ELEVATION. 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. 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. . 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 2017 ' PROJECT CARVILLE / OTARROLL ADDITION/ RENOVATION ST. LUCIE COUNTY, FLORIDA CLIENT �u�wus /�ne�remr . i