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HomeMy WebLinkAboutREVISION, 4 pg of plans7 102 STRINGER 2x12 TREAD 2x4 HALF WALL TOP AT 32" ABV. LEADING EDGE OF TREAD �1/2- DRYWALL 2x12 CARRIAGE 2x4 BLKG. 2x4 STUDS 2x6 SPACER AT 16' O.C. STAIR STRINGER DETAIL AT STAIR SIDEWALL C.B. COLUMNS - TOP +7'-4' A.F.F. -^---_, P.C_ HDR. ABV.- BOT +7'-4' A.F.F.----_, i LANAI I B'-8" CLG. CONC. SLAB 00 i i a Eel FAM. 8'-8" CLG. I 14- 0 7/8' -r—n" 1 3" 4-6 7 NOTE: SEE rl LIVING RM. ELEV. SHEET A7.0 14'-O 7/8' LI V. 8'-8" CLG. i u0 1' 1 x6 WD. CAP W/ 2x4 HALF WALL- 3/8 xi" SHOE MOULD TOP AT 36" ABV. 2nd FIN. FLR (15) TREADS AT 10 EA. 8"x8' NEWEL POST W/ WOOD CAP AND TRIM (TOP AT +70" AF.F.) HANDRAIL AT 36" - ABV. LEADING EDGE OF TREAD 2x4 P.T. }� KICKER 8, 34'-0" 7'-10" I I O HB t DiN. 8'-8' CLG. BRG_ WALL 1 x12 STRINGER 2x12 TREAD 1x6 RISER 1" NOSING 202 STgRAGE BELOW STAIR /- 9" TO FACE OF FIRST FIS'ER TOP OF 2ND FIN. FLR. +10'-0 3/4- A.f 1ST FLR. CLG. HT. +8'-8" A.F.F. a(2) 2x10 BEAM L 2x4 CLG. / FRAMING la ;n M n I < POWDER 0 ROOM AT tn SPACEF TO FACE OF FIRST RISER -OUTLINE OF -- STORAGE DOOR STAIR SECTION SCALE: 1 /2"=1'—O" MIL�I. I SINK W/ in DISP. 00 n 0 +$ 8T \ K I T. o 8'-8" CLG. 7'-7 7/8r 5'-0 1/2" - 3'-7 1 o -RAVING AT 36" ASV. STAIR NOSING dic. = t 6 N 3 ;w) J1 STO R. BELOW STAIR If T iTOP AT INSULATED WALL r , OM. a ■ M GARAGE AA I I 8'-8' EN Y 8' CLG. FLAT CLG. 2 ARCH SOFFIT PER ELEV. 13 I 00 -0" -8' 1'-8 16'-0" LID -- ------ 19'-4' ay -Ow FIRST FLOOR PLAN SCALE 1/4'- NOTE: ALL INTERIOR FRAME WALLS ARE 2X4'S AT 24' O_C. UNLESS NOTED OTHEI MSE NOTE: ALL INTERIOR FRAME BEARING WALLS ARE 2X4'S AT IV O.C. UNLESS NOTED OTHERWISE a ■ Y A •;. ' IS[ e', 7 5/8" 2x4 2x4 BtKG. 024' D.C. EDGE OF 2x4 CONC. BILK. BELOW TYP. STUD CORNER DTL. SCALE 31,r = 1'-0" TOP OF SLAB +0'-D" (REF_ ELEV_) WINDOW SCHEDULE DOOR SCHEDULE 0 SIZE R.O. �>� Q REMARKS 0 SIZE FER R.O. Q 1 REMARKS EXT. DOOR 1 3068 SWING AA 35 SH ELLIPSE TOP 1 MUNTINS A 35 SH 1 2 6068 S.G.D. 1 EXT. DOOR B - 25 SH 1 _ 3 2868 SWING 1 2 4 SOLID CORE W/ SELF —CLOSING DEVICE INT. DOOR AF 4 2468 SWING C 3450 SH 6 EGRESS D 1630 SH 2 OBSC.,TEMP. 5 2668 SWING INT. DOOR E 23 SH i 6 2868 SWING DOOR 75068BYPASS E2INT. DOOR 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH FLORIDA BUILDING CODE WINDLOAD AND EMERGENCYEGRESS REQUIREMENTS- a 5" N D 1 INT_ DOOR 9 4068 N1PASS 3 INT_ DOOR 10 2468 SWgdG 1 INT. DOOR 11 2068 ENFOLD 2 INT. DOOR 12 2036 1 STOR. DR_ 13 16070 OVHD_ DR 1 GARAGE DOOR SECOND FLOOR PLAN NOTE: ALL INTERIOR FRAME WALLS ARE 2X4'S AT 24" O.C. UNLESS NOTED OTHERWISESCALE 1/4' -- 1'-D" NOTE: ALL INTERIOR FRAME BEARING WALLS ARE 2XVS AT 16" O.C. UNLESS NOTED OTHERWISE NOTES 1. WOOD STUD SPACING: (UNLESS OTHERWISE NOTED ON PLANS) EXTERIOR FRAME WALLS AT 16" O.C. -INTERIOR FRAME BRG. WALLS AT 16' O.C. -INTERIOR FRAME NON-BRG. WALLS AT 24' O.C. -KITCHEN CABINET WALLS AT 16' O.C. 2. FRAME WALLS ARE DRAY 4l 3 1/2" WIDE UNLESS OTHERWISE NOTED 3. CONC. BLOCK WALLS ARE DRAWN 7 5/8' WIDE UNLESS OTHERWISE NOTE© 4. TOOL CONC. BLOCK JOINTS INSIDE GARAGE WALLS (BRUSH & CLEAN) 5. DOOR At WINDOW ROUGH OPENINGS SHALL BE PROVIDED BY BUILDER 6. TOP OF TYP. BLOCK WALL +8'-O" UNLESS OTHERWISE NOTED 7. HEIGHTS ARE MEASURED ABOVE TOP OF FOYER SLAB 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION -XX X INDICATES WIND PRESSURE IN PSF FOR OPENING ItliVli WED FOR C F ► VIIIWED ' 1.7 R. MUST E 1{izPT ON J01'i 1� d ECTIO. I WILL BE MADE. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CONRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. +r.: ');ASTENE4S OR ATTACNII ARE ThiL RESINONSIM rf OF THE CONTRACTOR OFR PLAN REVIEW REVISIONS / BUILDING DEPT. ZN COMMENTS 1-17 REVISIONS 1 21-18 REVISIONS 3-20-18 2-27-17 MASTER PLAN REVISION 11.0 4- _ �qq in q o d co V, C 0) to m C3 ni Q to �co� w w � sCM C]QU-CD n o N ir 0 m0�� Z -1C �U0Ci LU L_: ct) 0<r, I'- u'U)O d ci w J w I - PROJECT NO- 15-015-011 DATE DRAWN DRAWN BY 5-5-17 MCA WILSHIRE 1800 B2 LIVING 1800 SOFT GARAGE 384 SQFT LANAI 160 SQFT ENTRY 23 SQFT TOTAL 2367 SQFT' SHEET Mimi I RECEIVED MAR 2 3 2018 ST. Lucie County, Permitting P.C. LINTEL BOTT. 0 7'-4=cam U U r ANCHOR SCHEDULE (SIMPSON STRONG —TIE PRODUCTS MODEL NUMBER) DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN SIMPSON HETA20 < 1810 > 10-10d x 1 1/2 USE SIMPSON HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U.N.O.) SIMPSON MTS12 < 1000 > 14-10d x 1 1/2 USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.) SIMPSON (2) HTS20 < 2900 > 24-10d X 1 1/2 TO PLATES 24-10d X 1 1/2 TO STUDS NOTE: TOP OF BEARING AT LANAI +8'-8' FLOOR FRAMING PLAN SCALE 1 /4" = 1'-O" PRECAST HEADER SCHEDULE B-X LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 17'-4" SF24-1B 1609 PLF 637 PLF B-2 6'-6" 81`16-1B 3480 PLF 1880 PLF B-3 5-4' 8F24-1B 7342 PLF 3607 PLF B-4 4'-6" 8F16-1B 6113 PLF 2724 PLF B-5 5'-10' 8F16-1B 4360 PLF 2093 PLF B-6 7'-6" 8F24-16 5681 PLF 2571 PLF B-7 4'-6" SF16-1B 6113 PLF 2724 PLF B-8 10'-6" 8F16-1B/2T 1247 PLF II83 PLF B-9 14'-8" 8F16-16/2T 1370 PLF 655 PLF BFB-lI3 OF16-IB TYPE DESIGNATION F FILLED WITH GROUT / U = UNFILLED a QUANTITY OF #5 BOTTOM OF LINTEL REBAR AT CAVITY _� z 8F16-1B/IT �g "•=�'` i✓IDT"" L@UANTITY OF #5 NAL HEIGH7 REBAR AT TOP -_ 7-5l8'AC (2) HETA20 7/16' O.S.B_ SHEATHING OVER GABLE END TRUSS- SIMPSON "LSTA24" STRAP AT 24' O.C. TRUSS TO PLATE - f i f 10d NAIL 2X4 CONT. BLKG. #5 REBAR AT TOP MIN. (1) REWD . aeAR #5 REBAR AT BOTTOM OF LINTEL CAVITY TRUSS 80TTOM CHORDS DBL 2X4 CONT. PLATE FRAME WALL GABLE END ROOF TRUSSES OR 2x RAFTERS (2)2X W/ PLYWD. CO 24" O.C. CONNECT W/(2) SPACER BEAM 16d MIN. COMMONS TOE -NAILED AS NOTED PER PLAN TO TOP PLATE SPH4 (TOP - E ROOF PLAN FOR READ PLATE TO STUD 1 STRAP AT EACH MEMBER. CONNECTOR) TYP. _ - SPH4 (TOP PLATE TO 13EAM CONNECTOR) 0 16" O.C. TYP. 2x CONT. STAGGERED LSTA24 MID -WALL BLOCKING (BM. TO STUD (WALLS OVER 10' HT FLAT ARCH CONNECTOR) PROVIDE BLOCKING 0 TOP PER 4'-0" O.C. MAX. PLAN NOTE: TRUSS TO PLATE ANCH TO TOP OR SILL PLATE AND BOLTS TO SLAB NI AT INTERIOR BEARING M 2x STUD ® FRAME OPNQ ON PLANS AS SUPPORT 16 O.C. PER PLAN LOADS ONLY (NO UPUi 6' (PROVIDE (2) MAX. CONNECTORS SPH4 (STUD TO BOTTOM FOR SPANS PLATE CONNECTOR) OVER 6' OR NUMBER TO MATCH AS NOTED) NUMBER OF STRAPS A80VE OPENING `-1/2" DIA EXP. BOLT (2 -% MIN. EMBEDMENT) W/ 2- X X- THICK WASHER 9 24" O_C_ (PLATE TO SLAB CONNECTOR) FRAME BRG. WALL TO SLAB CONNECTOR DETAIL ROOF FRAMING PLAN SCALE 1/4' = i'—O' 4 )R. STUD ANCHORS. )T REQ'D AILS NOTED NG GRAVITY 7 LOADS). FRAMING NOTES 1. DESIGN LOADS: WIND: 160 M.P.H. AT 3 SECOND BURST ROOF: 37 PSF (20 LL/17 ML) 2. /2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C. WITH 2 EA. i6d TOE NAILED EACH SIDE (DIAPHRAM AREA) 3. AT BLOCK/STRUCTURAL FRAME WALL CONNECTION, PROVIDE 1/2' DIA. COUNTERSUNK ANCHOR BOLTS W/ 2-1/4" MIN. EMBED. 0 24" O.C. VERT 0 (2)7x4 R.T, VERT. 4. SEE FRAMING PLAN FOR PRECAST LINTELS TYPICAL 5- AANENT OR TEMPORARY BRACING OF TRUSSES PER HIE191. ANY ADDITIONAL TRUSS BRACING REQUIRED WILL BE DETERMINED BY TRUSS ENDER ON SIGNED AND SEALED TRUSS DIAGRAMS. 6. ALL HEIGHTS NOTED ON PLANS ARE MEASURED FROM TOP OF FINISH FLOOR (REF. ELEV. 0'-0") 7. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 8, SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 9. OVERHANG IS 1'-4" UNLESS NOTED OTHERWISE REOtSION WALL LEGEND INDICATES INT. BRG. HT. PER PLAN INDICATES PLANT SHELF HT. PER PLAN i INDICATES TOP OF t--� BLOCK g 8'-O' AFF INDICATES SECOND FLOOR EXT. FRAME WALLS W/ 2X4°S AT 16' O.C. PLAN REVIEW REVISIONS , , LDI G DEPT. L' 1QQM NJS 6-21-17 REVISIONS 1 21-18 REVISIONS 3-20-18 2-27-17 MASTER PLAN REVISION c') C) 0 W � O �cv)� 0) r� u) ul CD r (� cp N LU CDCD M Q s co 0 Q N LL M0cOf o Co Z_j .� <U-rn� U1J_:wm 0 of of 0 < ti u')cf)0 n = W w PROJECT NO. 15-015-011 DATE DRAWN IDRAVM1 BY 5-5-17 MCA WILSHIRE 1800 B2 LIVING 1800 SQFT GARAGE 384 SQFT LANAI 160 SOFT ENTRY 23 SQFT TOTAL 2367 SQFT SHEET L 1 � ELECTRICAL LOAD CALCULATION 21174 S.F. AT 3 VA 6.2 kVA 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH 3.0 kVA LAUNDRY CIRCUIT 1.5 kVA RANGE 12.0 kVA 1 WATER HEATER 3.0 kVA DISHWASHER 1.5 kVA DISPOSAL 1.5 kVA DRYER 5.0 kVA SUBTOTAL 33.7 kVA FIRST 10 kVA AT 100% 10.00 kVA REMAINDER AT 40% 9.48 kVA TOTAL OF OTHER LOAD 19.48 kVA 10 kVA OF AC AT 40% 4.00 kVA TOTAL 23.48 kVA 23,480 VA DIVIDED BY 240 V 97.8 A POOL SUB PANEL 30.0 A TOTAL 127.8 A USE 150 AMP SERVICE 3 #1 CU THHN OR AL. EQUIVALENT 2" CONDUIT 150 30 CKT PANEL 150 M.C.B. 2" RIGID O.H. SERVICE F.P.L. NO. 4 CU. WRE TO UFER GRND. 0 METEf SCHEMATIC ELECTRICAL RISER D BACK SERVICE) FOR PAVE ECT \ _ r COACH LT. - - COACH LT. PREWIRE PREWIRE FIRST FLOOR ELECTRICAL PLAN SCALE 114' = 1'-6' FEEDER 120/24OV-1PH-3W MAIN BREAKER MAIN LUG ONLY AMPS 150 MA P BUS AMPS 2200 A/C 22 tvn INT A/C 65 OOQ CIRCUIT NO. CIRCUIT IDBRK AMP WIRE S 7E A PHASE A PHASE WIREBRK SIZE AMP CIRCUIT ID CIRCUIT NO. - 1 A/C 40 8 6 60 HEAT 2 3 A/C 40 8 6 60 HEAT 4 - 5 DRYER 30 10 8 40 RANGE 6 7 DRYER 30 10 8 40 RANGE 8 9 REFRIDG 20 12 12 20 WASHER 10 11 KITCHEN 20 12 12 20 BATH GFI 12 13 KITCHEN 20 12 - 14 15 BEDROOM ARC 14 15 H-W 30 10 14 15 BEDROOM ARC 16 17 H-W 30 10 14 15 GENERAL LITE 18 19 SPACE 14 15 BEDROOM ARC 20 21 GENERAL LITE 15 14 14 15 WP/GARAGE GFE 22 23 DISHWASHER 20 12 14 15 GARAGE DOOR 24 25 • 14 15 GENERAL LITE 26 27- -- - - 14 18 crNErtaL LETS 28 29 . 30 31 32 33 3 35 36 37 38 39 • • 40 41 42 PREWIRE CIO '!• t r ' II \p 0 a �- O �, S.D. IV PREWIRE S.D. _ Ucxr rev x �J � `L�'12•%�C�ESS \I OS.D. ®D. I T- - t/l.7/ N i i�141 l _. PREWIRE / 1 SECOND FLOOR ELECTRICAL PLAN SCALE 1/4' = 1'-0' ► I. itz! %- .� f • •. at aWfAnr ���/, a r u • nu f Palall F t.' r CY r 11 i i•. :1. -r = I 1 a its Y r al lI I -- a •, r�• r mr�it :.ara Y m rl ! I It :Il rt Y r r :r ELECTRICAL NOTES 1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS SHALT_ BE GF7 GROAT PROTECTION UNLESS NOTED OTHERWISE 3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER EOUPIENT AS REOtARED BY N.EC_ 5. IF NE BRANCH CIRCUITS ARE ADDED: A) ALL 12OV, SINGLE PHASE, 15 & 20 A BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS. DWMG ROOMS, LIVING ROOMS. PARLORS. LIBRARIES. DENS, BEDROOMS. SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (NEC 210.12 (8)). B) TAKER RESISTANT RECEPTACLES (NEC 406.11) ARE REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN 2008 NEC 210.52, ALL 125V, 15 & 20A RECEPTACLES. NOTE- ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET BABE "SION OF NATIONAL ELECTRICAL CODE AND 2010 F.B.C. PLAN REVIEW REVISIONS QBUILDING DEPT. COMMENTS 21-17 REVISIONS 1-21-18 3Q REVISIONS 3-20-18 2-27-17 MASTER PLAN REVISION to to rn c- N o m c ~o^ cri f� cz M Q s C LL Go N o 01 0 m 0 00 Co Qw/LL(0 W != to O^Q co z c%j 0 0- LU w PROJECT PROJECT NO. 15 015-011 DATE DRAWN 5-5-17 DRAVM BY MCA WILSHIRE 1800 B2 LIVING 1800 SOFT GARAGE 384 SOFT LANAI 160 SOFT ENTRY 23 SOFT TOTAL 2367 SOFT SHEET A 5mO 31ZzC r� SHEET A 5mO 31ZzC r� H VAC PLAN SCALE 1 /4" = 1'-0' m M ATA 8X8 100 CFM 8X8 L- 100 CFM ' A.H.U. OFrf&M.L STAND AIR HANDLER DETAIL j u N 1� FAN FA 6X6 CFM 10X10 R/A RYER VENT 1ox10 0 140 CFM 12x12 Rsap /A 8', 4- 8X8 _ _ 10' 20 60 CAA x "X REF. LINES RUN IN k _ FLOOR 5" AC S� 9 ( ------- — TRUSSES ——--- -- — 12 T 7 R j �/T� R/A jA iQX10 WIN 0 - R/A F 8X8 75 CFM I a EXH 16X16 _ AN F``J /A 6X6 � 25 CFM F o 7- 7" AC-1 EQUIPMENT SCHEDULE- 10x10 10X10 MFG. CARRIER 3 1/2 TON 135 CFM 135 CFM C.U. CH14NA0420OG A.H.U. FX4DNFO43TOO HEAT 05 KW COOLING CAP. 41.000 HEAT CAP. 38.500 ELECT. 208-230-1 BRKR. CU — 40 AHU — 45 REF. LINES 3/4 do 3/8 S.E-E.R. 14.00 HSPF 8.0 PLAN REVIEW REVISIONS j� BUILDING DEPT. L� COMMENTS 6-21-17 REVISIONS 1-21-18 REVISIONS 3-20-18 2-27-i 7 MASTER PLAN REVISION to to rn r cy Q 0) r (q ~w� mr �w o,�X co x I i Q IL-N Q Jw LL _N cc C£) co � Z � r mU QD W{=coc1 U O Q t 0 03 Z M a. w tat I — PROJECT NO- 1 S-015-011 DATE DRAIN DRAM BY 5-5-17 MCA WILSHIRE 1800 82 LIVING 1800 SQFf GARAGE 384 SQFT LANAI 160 SQFT ENTRY 23 SQFT TOTAL 2367 SQFT SHEET F, i