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HomeMy WebLinkAboutBuilding PlansCertification for Desinn Load Compliance 1, DESIGN CODE: Florida WiPlArrlJkL' code 2017 Edition W/20, supplements using ASCE 7-10 2. Structure Design Is: )_ Enclosed , Partially Enclosed _ Open Building 3. Risk Category: _I -74, II _ III _IV Exposure Category: 4B-T-C -D Adjustment coefficient I'0 4. Design Wind Velocity &_mph _ASD _LRFD End Zone Width -!!Lft. 5. Mean Roof Height: IN ft. Roof Pilch: i :12 Parapet _:ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 3O 'MRH (worst case) Zone 1:-Z�, zone2:-AO Zone 3:+C, & Zone 4:-Z$ Zone 5:-! Garage: _ 7. Design Loads: Floor', 7 PSF Roof/Dead: Lt7 PSF Roof/Live 1C PSF Balcony: _PSF Dock: _PSF Deck: „_ PSF Stairs: _ PSF Fence: _ PSF Railing: ,_ PSF 8. Were Shear Walls Considered for Structure? y Yes _Not Applicable Explain Why Not: 9, Is a Continuous Load Path provided? ,X Yes ,Not applicable Explain Why Not: 10. Minimum soli 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. 2CONCRETE 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 38" MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" BEAMS 1-1/2, COLUMNS 1-112" 5, FILL (SOIL) SHALL RE PLACED IN LIFTS NOT TO EXCEED 12- AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 9, ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND NAND FORCES PER 1'HE 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 S. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE e" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHEMENT OF DOORS 8 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, 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. WAIL 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 SMOK&DEVELOPED INDEX NOT EXCEEDING 450. FOAM BLACK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450, TABLE 1130'L,2(1) _ ., nbrrxnln GROUND 9NOW LOAD WINO DESIGN _ SPoed° 7opo0rephio (mph arroo_lsl'(NA1 BEISMIC DESIGN CA_TEGORYI --SUBJECT TO DAMAO i FROM Frost We YY94lheNn{p'_tl4Pth° Tormlle• WINTER DESIGN TEMP• ICE 9ARRIER UNPaFILAYMhNT REQUIRED FLOOD s HAZARDS AIR FREEZING INDEX' MEgN ANNUAL TEMPI NA See Pi4•R301.20) NA Very Negligible NA HeavyJ NA NA NA LINTEL SCHEDULE ANUF UNTIEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L1 2'10" 6113# 44600 SF16/1T-iB LZ 3'-6" 6113# 3547# _ BF16/1T•18 L3 4'-0" 6113# _ _ 3079# BF16/11-18 1:4 4'4" kIM 2724# BF16/lT-18 L 5 5'•4" 5365# SF36/ST"18 _ L6 5'10" 4360# _2290# 2093# 8F16/1T-1B L7 6'-6" 3480# %D 1880# 7.ft 1L� 8F16/1T-18 L8 7'-6" 2663# 40 0 16344 (p SF16/1T-10 L9 91-e IR434 J 00fo- 1133# V- 8FIVIT-18 L10 10'-6" 1533# 9144 8F36/IT-18 L11 1Y-4" 1366# 798# 8F16/1T-1B L12 1270" _- 1254# - 11O5-* 7230 +OOS SFl6/1T-10 L 13 131-4" 1075# (7 606# W 8F16/1T-1B L 14 14'-0" 1002# 17L or, 559# (0,1,= 8F16/17•18 L15 lb'•8" 1370# 519# BFI6/1T-1B L16 15'•4" 2250# 485# SF36/1T-SB L17 17'4" 95ON 404# SF16/3T-18 1.18 19'4" 750# 347# 8F16/1T-1B L 19 21'-4" 5_98# 306# _ 8F16/1T•IB L20 22'-0" 550# _ 295# SF36/2T-18 L21 24'-0" 1 450# 267# _ 8F36/1T-1B RECESSED UNTELS TURER• CAST-CRETE _ LENGTH SAFE GR"rrY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD4'-4" COMPOSITE BEAM 5206# 2635# 8F14/1T-1B LNO. 4-6" 5206# 2525# 8F14/3T-16 4567# 1960# 8FI4/IT-1B4242# 1900# 8F14/1T-18 6'-8" 31204 1651# 8F14/1T-SB 7'•6" 2459# 1462# 8F14/1T-10 RL-7 9'-r 1568# 1135# BF14/IT-SB NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. WALL LEUEND -1 EXISTING WALLS TO REMAIN - - - ? EXISTING WALLS TO BE REMOVED PROPOSED CONCRETE BLOCK WALLS l i PROPOSED 2 X 4 FRAME WALLS PROPOSED 1 HOUR FIRE RATED WALL ( SQUARE FOOTAGE TYPICAL UNIT LIVING 1316 S.F. ENTRY 35 S.F. CARPORT 305 S.F. TOTAL 1655 S.F. BOTH UNITS 3310S.F. (TOTAL UNDER ROOF) PRODUCT REVIEW PRODUCT OPENING PRODUCT MANUFACTURER MODE14 APPROVALi GLASS ATTACHMENT METHOD DESIGN DESIGN TYPE PRESSURES PRESSURES (WORST CASE) ENTRY DOOR ZONE 4.28 -50 PIASTPRO FIBERGLASS FL# IMPACT %"TAPCON @ 14" MAX. O.C., 6"ON CORNERS, 2"MIN. ZONE 5-34 OPAQUE 17184.5 CLEARANCE TO MASONRY EDGE AND 4" MIN. CLEARANCE TO ADJACENT ANCHOR WINDOW S.H. ZONE 4.28 -63 MI WINDOWS AND 165 SH FL# IMPACT 3/16" ITW @ 13-112" MAX. O.C., WITH 2" MAX. FROM ZONE S-34 DOORS 17499.6 EACH CORNER: WITH 1-1/4"MINIMUM EMBEDMENT AND WEDGE DISTANCE MULLION ZONE 4.28 -130 MI WINDOWS AND CM-1831 FL# IMPACT Y4"TAPCONS@WITH 1-1/4"MIN. EMBEDMENTAND ZONE 5.34 DOORS 15353.8 2.1/2" DISTANCE TO EDGE PICTURE ZONE 4-28 -55 MI WINDOWS 185 PW FL# IMPACT 3/16" TAPCON @ 13.1/2" MAX. O.C., 3" ON CORNERS, WINDOW ZONE S -34 15349.6 WITH 1-1/4" MIN. EMBEDMENT AND 2.112" DISTANCE -AND TO EDGE SLIDING GLASS ZONE 4 -28 -55 MI WINDOWS SERIES FL# IMPACT M" TAPCON @ 16" MAX. O.C. WITH 1.1/4" MIN. DOOR ZONE 5.34 DOORS 120/130/140 22401.3 EMBEDMENT AND 1.7/8" DISTANCE TO EDGE, 2" MIN. ALUM. CLEARANCE TO MASORY EDGE AND 4" MIN. CLEARANCE -62.5 _ CLASSIC PRODUCTS _ OXFORD ALUM. FL# N/A TO ADJACENT ANCHOR (5) 3/8" DIA. ROOFING NAIL PER SHINGIF, 3 FASTENERS - ROOF ZONE 1-24 ZONE 2-40 SHINGLE ROOF 10687.3. PER NAIL CUP, @ 13" MAX. O.C. rue ¢n1 ueocnnne ZONE 3.60 oonvrntn nnuv r,...,,.,...-......1".,........ ..•. ............."� �.._______-]�-_- PANEL _ _ -__._.____.. .._-._....__ ,...,.....•.....✓✓.,�,��r+,wr�n ,nu.vot/a,ionc. m[, tr'.NLt Vr I HtDtMUUUU 11 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 OI PICE FOR THESE PRODUCTS. I - -t 1 to J IN 00 Ki dA n CONNECTnR cruonl u c TRUSS Ro BEARING TRUSSACTUAL SIMPSON CONN FASTENERS POINT(S) UPLIFT (GROUPED, CONNECFOR(I UPLIFFTT DESIGN WORST CASE) AH9 VT-& 3R0 BRG 1776# (1) HETA 20 1830# (9) SOdxl-1/2" 2N° BRG 4889# 4725# (i) FGTR (18) %r X 3" TITEN 8-BGE EACH 1110# 1310# (1)HETA 20 (1) HTSM 20 (2) W X 5" TITEN BGEl 48" O.C. 233# (1) NITS I6 1810# (9)10dx1-1/2" CH4 EACH 817# 11) HETA 20 990# (19 )SOflxi-1/2" KING JACK JIT BRG 7q3# (1) HETA 20 1810# (9) 10dx3-1/2" 2ND BRG 1"T BRG S91# (1) MTS 16 157# 1) HETA 20 1810# 9909 (9 10dxi-1/2" (14)10dxl-l/r HIP JACKS 2ND BRG 48" O.C. NAILED PER TRUSS COMPANY 672# 1) NITS 16 1810# 990q (9)lodxl-1/2" (14 )SOdxl-1/2" VALLEY TRUSSES PIGGY BACKS 48" O.C. TAKEN FROM MAM 308# (1) NITS 16 WAf I mco.t cu..., ...... 990# (14 )10dxl•1/2" TRUSS INFORMATION TRUSS ENGINEERING DATED 8 3 2020. ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MIANU ACTURER 5 TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. Cnl -$Pt-i- L7 C(1( o ¢ a L$ ty V4ff ft,= T2hra�dl•'i 7 I TtP,7 eesN;•s wrcdees� PE sLgzS Fir-E�"i do e�' rJs•1 v1 �- Pe 4hZ5 FQ5.F12.5 L8 - _. I I �� vl d I' I I 0 D 1 BA* _ 410-c,. I S v I ZGGa l� Z�la� "�STINGv .YPKfpr' WALL Tv &E `%,s ! I S L'lE e .Mou6-P ZG :- r -_ rvl Aeu AV u I t rl N Ak- �JC' I _ r ti .Q�I Q (grttC �� �A4TfC OD9e ( etcy 03 - _---- a r5 9p oo I A I sxrilk II 8 rArRe 8"605C (aG LR S D o L_ _ _ J fPK , / 11 i T�o`LCgs N I - So�B �G IoG i tlJ [per jy iy 3 5 -% J uTi \19 ( �I I7 Jfjt t, P s r Wry - 1.>Tb NT"j 1 P, 91 Q i 1 li 41M �" .. 314I A � -� [ ��-p �l' 31�11 �,� �1 �1e l� L8� HcP2r L" Vey t vaaD2Y! g, R $ FSTi I 2p60 ®�pP �, Thee 9'' Z/0 0 HIC RK PKr 9 � ( T u3 `1i n " ` ': I ir' iZK12 Go"C, st1- Ka'- - .\ 4'e:417 PA ° e i�Yr5FiN4 I U,Ar_L TD _1 �6. f-phaovI-V I SY 4 a �.9 1 A 1 00 O 'I N N �f r-- -1 I U C I IJ Cr I TL.H E N rj °CLCr. 4j'CLCr. L.1VlNfm-'SZ-EY�B'1 ° F F/LLF-P csL+_ ro gE LIZ APO" ^15. r'_E 6Lt r rP, so- Tv III Cur fr-o C•e fp'.> Coe N N I. N I u eAv'-� Q It-'L" ,rt �r© goeLco' I E>er9T"/n0ati.. 1.71na/A,1 �a I ec•.0.GL FJ: q oett.. (1) 12XI7coast, O^L-k/ Q Ce L I.a` 4 W BA2S I LTY(0� t \.9 "cp 1Y1 M 9 -� Ix1 � Li �I/V� 4 ptATE. W A T.. 1..- '�!`` CSOh�I E 1% A P> C[ '--C_ T'o 9 oCf � ?-F e6 > T-a r A4 i O 7 Q IL Wr Te. PSM LIZ pN ff- N Or- ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.CO M STATE REG # AA26003348 COPYRIGHT 2020 PROJECT BOTTINO DUPLEX ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION �A,P AE ".7 MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER a� PROJECT NUMBER I O 2 Q DATE ) / 9'Lo'Cd 9 I z �ZAZA P It-t"I 1X f o77-l�v Tj t(-p E'pr Design No. U337 Bearing Wall Rating — 1 FIR. Finish Rating — See Item 2 INTERIOR SIDE 1. Wood Studs — Nominal 2 by 4 in. spaced 16 in. on center, effectively cross braced at imd-height and fire stopped at top and bottom. 2, Gyspum Board 5/8 in. thick, 4 ft wide, applied vertically. Wall- board attached ed to studs and bearinp, plates with 1$/4 in, long gale nails with 0.128 in. diam shank and 7/16 ill. diam head, spaced 8 in. on center. G-P GYPSUM CORP, SITE OF GEORGIA-PACIFIC CORP--Type DGG (Crnish rating 20 nun), Type DAP, DD, DS 3. Gypsum Board•— 5/8 in thick, 4 ft wide, applied vertically. Wall- board attached to studs and bearing plates with 1-3/4 in. long gale nails with 0,1.28 in. diam shank and 7/116 in. diam head, spaced 8 in, on center. AMERICAN GYPSUM CO --Type AGX-7 (finish ratingg 20 min). BEIJING NEW BUILDING MATERIALS CO LT'D — 'type DRX-1 (finish ratin��yy 24 min) --'Type CG3-3 finish rating 20 min), Type CG5-5 (finish rating 20 min), 'Type CG6-6 (finish rat- ing 20 inin), Type CG9-9 (Finish rating 20 min), Type CGTC-C (finish satin& 20 rah,). BPB AMERICA INC—Type EGRG (finish rating 23 min). G-P GYPSUM CORI; SUB OF GEORGIA-PACIFIC CORD' Iypes 5, 9, C, 'type DGG (finish ratio g 20 min), Type GPFS2 (finish ating 24 min), Type GPFS6 (finish rating 20 min), Type DS, 'type DAP, Type llD (finish rat- ing 20 min), DA. . LAFARGE NORTH AMERICA INC-1 pe LGFC2 (finish rating 24 min), Type LGFC2A, Type Ll (finish rating 20 min), ,Type LGFC6 (finish ratin}, 20 ruin), Type LCFCA' (finish rating 20 min), Type LGFC6A (finish rating 34 min), Type LCFC-C/A. PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC—Type PG-9. SIAM GYPSUM INDUSTRY (SARABURI) CO LTD --:type EX -I (finish rating 26 min) 4. Joints and Nailheads— Exposed or covered with paper tape and joint compound. For tapered, rounded -edge wallboard, joints covered with paper tape and Joint compound. 'Bearing the UL. Classification' Mark Design No. U338 Nonbearing or Bearing Wail Rating --',I HR. (See Items 2 and 2A) Finish Rating — One Layer of Wallboard — Min. 20 Min. Two Layers of Wallboard — Min, 59 Min - HORIZONTAL SECTION 1, Wood Studs — Nom 2 by 3 or 2 by 4 in., flat wise, spaced 2.4 in. O.C. max, effectively firestopped. 2, Gypsum Board" — Per Nonbearing Wall rating — One layer of 5/8 in. Ill 4If wide wallboard each side of studs. Wallboard or lath applied horizontally of vertically with vertical joints centeed on studs, and nailed to studs and bearmp, plates 7 in. O.C. with 6d cement coated nails, 1-7/8 in. long 0.09JS in. shank diam and 114 in. diam head. As an alternate, No. 6 bugle head drywall screws, 1-7/8 in. long, may be subsiinned for the 6d cement coated nails, When used in widths other than 48 in., gypsum board to be instal„led, horizontally See Gypsum Board* (CKNX) category for names of Ck"' ificd companies. 2A. Gypsum Board" — Same as Item 2. For Bearing Wall rating —Addi- tional layer of 5/9 in. thick, 4 it wide wallboard each side of studs. Attached to studs over inner layer 8 in. O.C. max, with 8d cement coated nails, 2-3/8 in. long, 0.113 in. shank diau, and 9/32 in, diam head. 3. Joints and Nail Heads — Wallboard joints of outer layer covered with tape and joint compound. Nail heads of outer layer, covered with joint compound, As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of C Iassihed venr er baseboard. 4. Batts and Blankets"— (Optional) — Max I inthickness glass or min- eral fiber batt insulation. Sec Batts and Blankets' (BZJZ) category for names of Classified co,mpa. Ines. 4A. F,bep Sprayed" — As an alternate to Balls and Blankets fl,mi 4) — Spray applied cellulose insulation material The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry (Ien- sitY of 3.0 lb/ft". U S GREE N.F IBER I. L C-- Cocoon stabilized cr Ilulnsc insula- tion 413. Fiber, Sprayed' — As an alternate to Batts and Blankets (Item 4) and hero 4A - Spoy applied, cellulose ins"k tic n matrn'ial. The fiber is applied wit), water to lntenol surfaces ill accordance with the applica- tan instructions supplied with the roduct. Ap died to rompleteiy fill the enclosed cavity. Minimum dry density of 4.� pounds per cubic fl. NU -WOOL CO INC­ Cellulose huullbon "Bearing the UL Classification ,Mark ZX (S Lb GV II�C. bz.Ywr�Lt.. PEra Y.loof� pEl 2X9 TO P putaTe_ r 17—k4 iTr,,� (2 2. tGr , fi 2x� STyP5 @ a C1 t IiYE Sr�t, T PPS` Y, x4 F,o PLflrr --- -7-- --- _ D p�f—f of slg"eG�e p� Yls.aooD Ea e� FItjC� w/gd �rAYo5gz'0Je_ 'F iiilft-� e tl�, 17eIP (Z u P-4, Sey�'Ia ILL EA- i`si F� L` I l..l L-) I_1 `I-EI_ ' !ZH F_ P-- Lz i l it I ✓/y" �IQID II_l.�LiL�TioIJ � U2L.�' it flr� � — �,.�,I�.G. M f_�,F- P.J�I•.:� I(pI�'x I �' MoIJDLITI-ilk 1/Z' f7p`(I��A� ryilCZ�o pal) �iU��C.�i Gr»6-1G. d fz Fri F444 VAFb��CLG7Eiz- M � GTED,T E P'i� D IJ F-1 ep FA I _L DRYWALL AND FURRING ATTACHMENT P.T. 1 X 2 FURRING @ 16" O.C. FASTENED WITH I Ye" CASE HARD NAILS @ 8" O.C. />" DRYWALL FASTENED TO PURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. 5/9" DRYWALL FASTENED TO PURRING WITH 1 1/8" 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 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 '/4" 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. - 1- f 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 WI A MIN, %" CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS'/:' MIN. 4r t-/- CZSC)�D ' '5 Cet t-'�c-r-F_ -E=_ W w" J�F 4 r-17e.A,= Pe—tL-t_V—�P 40 416 e,C, $.� � L / N Frl-L ; i - (IiA P�1k<1i�tt�S G _7 POT'Fx -iePST7/UC.�. CONCk'IE:'t'_. N�'-LtJ �vo'1—l�Cea `S• FOUNDATION SCHEDULE S-1 4" (3000 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 16" DEEP X 18" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. F-3 2'-6" SQUARE X 18" DEEP PAD FOOTING WITH 4 # 5 BARS EACH WAY BOTTOM.��T t F-4 4'-0" SQUARE X 18" DEEP PAD FOOTING WITH 6 # 5 BARS EACH WAY BOTTOM. 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. I I I 1 48�-'-p 17-'-84'I'`^ r---� i I � too' a M 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 PROJECT BOTTINO DUPLEX ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION SOF 0 �p c AE 6898 G�"• ��Zo24� � MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER IA — NUMBER P_ \q C? $ IPROJECT DATE r/g �QzQ 9W?,'o2o 4 �— v Ia7t:> i P-C 1 w _L� Af N\P 0.a ROOF SHEATHING NAILING ZONE INFO. ZONE Pl REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD, ZONE P2 4'X LENGTFI W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O,C. FIELD, ZONE P3 5' X 5' @ HIP AND 5' 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 SHALL BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM D226. NoTC'. Fo&- PPptTton��C.. VUFoec�ta`s tanJ 5�C T`fYtCAI- v-(PG.[- 6EG to til Pt ra L_PPas, reats .,, oa6 Npa s.' -A*to eserS,e-Sra ewx IiICA��,\t�Ga Yxrl ad tilP1 LS L�+001Cl.E.A-smE—oF Zx4 et oer,+�� p1esT lEr „ O'C ' EAR S 19r of �1D�� I Call -Kw STAx0 v;il L7(C`C w la a` A STL1A5 Ca 2A1�'e.r 4 E.o'MOM FUe,TE_ n, s S F p-d_,r r.. D -sT,te�ra FLO0N,, ems. t^t 1 �1 Pc� 1f�1 w�TF_e PeooFl�cp, Lo/ oI' r Fl TABLE R402.1.2INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa C FENESTRATION gKYLIGHT"FENESTRATIO GLAZED CEILING WOOD MASS FLOOR GASEMCNT' SLAW1 CRAWL SPACE' Z0 NE I 1FFACTOR' U-FACTOR R-VALUE FRAME WALL WALL IR-VALUE WALL R-VALUE WALL 1 SHGC' " R-VALUE R-Vp I R-VALUE & DEPTH R-VALUE 1 NR 0 75 0.25 :10 13 314 13 a 0 0 2 04U OliS OZS 30 13 13 U 0 11 3 035 0SS 025 30 _ 20 o113-Sh 0113 T t9 -.._,-131-- 9 5113 49xcepl 035 055 040 49 20 or 13.5h 6L.13 19 1613 10.2It 10,11 Aldlpl0 5 and _ 0.32 055 NIi _ 40 20 or 19•5^ 13+17 311a - 15'111 Sig Nlroino d B 032 0 !i5 NR 40 20.5 or 13'90° 15i20 30e40 4,_00,fl,_ 20'5of 13H0 19i21 3S? 1515110 E�/�TtaKD Al`�r la 51 p 1 Aa co Z-o 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 PROJECT B®TTIN® DUPLEX ST. LUCIE COUNTY, FLORIDA CLIENT ' CONSULTANTS GISTRATION a v ............_� �1,`'®9 y' PIEL �!'• A 9 898 FIRED R� MICHAEL J. SEAL, AIA AR96898 VISIONS ). I DATE I REVISIOI KEY PLAN SHEET TITLE / SHEET NUMBER Ao r 4- �siat� N� Co d� _ LE_ 1 V3 CC, I PROJECTNUMBER t pZE� DATE 7/4 (zozo �pI L�LOZA Ly Vj1 1'1) 1VV ARCHITECT Architectonic Inc v >z�r,2 a ELECTRICAL LOAD CALCULATIONS 1316 SQ. FEET 3 VA 3948 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 MISCELLANEOUS 5000 VA TOTAL 35348 VA FIRST 10 KVA@ 100% 10000 VA REMAINDER @ 40% 10139 VA AC / HEAT @ 100 % 12000 VA TOTAL 32139 VA 32139 134 AMPS PROVIDE 200 AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THRUOUT -L-EX �'UC7- *�o1�9 CpNDE�hA; ELECTRICL LEGEND SINGLE POLE SWITCH THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET / 220V OUTLET �{ MOTOR OUTLET WALL MOUNT LTG. FIXTURE �1FI GROUND FAULT PROTECTION 7 PHONE OUTLET II J.B. FOR FAN/LIGHT COMBC CABLE TELEVISION OUTLET WP WEATHER PROOF RECESSED FIXTURE CEILING MOUNT FIXTURE 50 SMOKE DETECTORS DOORBELL H CHIMES ",f it 3/O TH"" IN 2" C, ELECT. SECV 1 CE *fi C. Cu , o V-. p 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 BOTTINQ DUPLEX ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS ' REGISTRATION rEG AC MICHAEL J. SEAL, AIA AR96898 REVISIONS INO.1 DATE I REVISION KEY PLAN ' SHEET TITLE / SHEET NUMBER % tl Ili %-�T(C- G-F-�f� N CS mm PROJECT NUMBER F- 19 Ca za DATE 7� �zaz© �ltf�G Zo