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Home My WebLink AboutREVISIONREFER TO WALL SECTION FOR ADDITIONAL INFORMATION ON CONNECTIONS - -I- - -I- - -1- - -1- - -I- - -I- - _I- - -I- - -I- - -I- - -I- - -I- - -I- - -I- - -I- - -I- - II � I I I I I I I I I I I I I I II I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II II I I 1 I II IIIIIIIIIIIII � � IIII 11 7/8' TJI 30 @ 1 " O C. - - — - — I I PI AL JOIST T R G BEAM 0 NE TI N: 1 1 I I I I I I I MP 0 LUS 21 W/ (1 j 16p S ILS & LSTA 4 F�P{fSl(RA R SS TO W/ (12; 10 NAI I t I— 5 II BL11 8" VL LU D - — - Y AII-�D / 1grd AILS @ 8" C. TAGGG RE B�TH SIDES I i �I II III ---— I 21'-2" ��- I I I I I I I I I I I I II _ICI I I I I I I I I I I SUMPS( E 31Ix81 RAFTERS @ 36" P.C. ---- - - --- T 4 ROOF FR4MING PLAN FIREBLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED I SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). 2 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS 12 ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E136 REQUIREMENTS. 4 91 ---- -------------- --- - -- - I I 2 I I A4.00 12 1 3 2 OOR TOP RLATE I 4„ I I I I I I I I 1 I I A4.10 o I c I I I I 1 I 1 I i I 1 I 1 2ND FLOOR T.O.BI 1 9,4„ I 1 I 1 I I 1 I , I � 1 I � I � I I I � I 1 I 1 I 1 I I I 1_ST FLOOR I tl 1 �� . Q" ------------------------------ OVERALL BUILDING SECTION 1/4 2"x8" COLLAR TIE @ EVERY RAFTER NAILED W/ (8) 16d NAILS @ EACH TIE- TOP OF ROOF 31'-10 3/4" - III -lIF— I I - (2) SIMPSON TqII E6 W/ (2P) 10dx11/2" NAIL$ @ EACI� JOIST - 7� (TYP) I I III II ---IT- 11111111 II II IT II �I_II _ 11111111 IT II II ----IT- �I __II 5 IT _ OTU 2RIf))2E)B(1�1M1 d NjJEl TIL V10/II: 124 FLATSTRAP ACROSS TOP gq J'IOd-RtAItS - — I T II 3ON LU21-2 /(1)1dNNIL T DBL b'Ix8" T - 1 INIHUI12I 1dd N, Lj@ JACK (TYP) II FAST IN JACKS TO KING JACK )N/ (2 SIMPSON LS30 -- II SON CJ 4 W/ (8) 1 3" STS I TO ER & (4 1/2" PIN I I H 10A-2Z QTYP) 1--1---� - -4z> -T- T--T- T--T- 3 A4,00) `,� 0 I 1 I i I I i I I 1 I I 2"x12" FLOOR JOISTS @ 24" O.C. SIMPSON MTS16 W/ (14) 10d NAILS PER CONNECTOR SCHEDULE DBL 2"X12" HEADER W/ 1/2" PLYWOOD SPACER GLUED & NAILED W/ 10d NAILS @ 8" O.C. STAGGERED BOTH SIDES @ DOOR OPENINGS 2"X4" STUDS @ 16" O.C. PROVIDE SIMPSON SP4 @ TOP & BOTTOM PLATES @ 32" O.C. W/ (6) 10d NAILS P.T. 2"X4" BOTTOM PLATE W/ 3/8"DIA. X 6" LAG BOLTS @ 24" O.C. INTO FLOOR TRUSSES 9, 2FLOOR T.O.B. ND_4„ PRE ENGINEERED FLOOR TRUSSES DETAIL i 1/2" = 1'-0" i i s� i STORAGE BALCONY 3"x8" RAFTERS @ 36" O.C. METAL ROOFING ON POLYSTICK TU MAX PEEL- N-STICK UNDERLAYMENT- CYPRESS T&G DECKING TO BE NAILED W/ (3) 10d NAILS @ EACH RAFTER W/ 5/8" PLYWOOD SHEATHING TO BE GLUED & SCREWED @ 6" O.C. PER. & 8" O.C. FIELD W/ 1 1/4" SCREWS AND NAILED W/ 12d RING SHANK NAILS @ 6" O.C. TO 6 SIMPSON H10A-2Z @ EACH RAFTER 2ND FLOOR TOP PLATE 17'-4-4" DRIP EDGE I NAILER III WOST RS TRPL 2"M W/ 1/2" PLYWOED & NAILEDNAILS 8" D.C. STAGGES 1 C W/ (6) RAILING NOTES: GUARDS AND HANDRAILS SHALL BE DESIGNED TO WITHSTAND A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION ALONG THE TOP FOR A LIVE LOAD OF 200 POUJNDS PER SQ FT. GUARD IN -FILL COMPONENTS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY NORMAL LOAD OF 50 POUNDS TO A 1 SQ. FT. AREA. HORIZONTAL CABLES TO BE SPACED TO REJECT A 4" SHPERE. REFER TO SHEET A4.10 FT TYPICAL GUARD IL & HA N IL DETAIL. 2ND FL T.0.IS SIMPSON AC6 W/ (28) 10d NA 6 A4.10 (2) SIMPSON LSTA 32 W/ (42) ----- --------- - - - - - - - - - 1o. Iou e - 1 1 1 I 1 I I I ; p a -------— Q a.~ --------------------------- 1 5 INTERIOR WALL METAL ROOFING ON 30# FELT UNDERLAYMENT OVER 3/4" CDX PLYWOOD SHEATHING NAILED PER ROOF SHEATHING DETAIL 11 7/8" TJ1230 @ 16" O.C. R-20 SPRAY INSULATION SIMPSON CJT4 W/ (8) 1/2"x3" STS INTO LEDGER & (4) 1/2" PINS 2"x8" LEGDER W/ (2) 3/8"x5" LAGBOLTS @ JO 2x12 RIM BOARD W/ (6) 16d NAILS INTO EACH JOIST END 5 LSTA24 FLATSTRAP OVER RIMBOARD,SQUASH CTED TO WALL O 2x�A' l BLOCK MTS 16 W/ (14) 10d NAILS @ EACH JOIST DBL 2"X6" TOP P E SIMPSON MTS 16 W/ (14) 10d NAILS PER STRAPPING SCHEDULE @ STUD FLOOR JOIST HARDI PLANK LAP SIDING ON HOUSEWRAP OVER 3/4" CDX PLYWOOD W/ 10d RINGSHANK NAILS @ 4" O.C. PERIMETER & 8" O.C. FIELD- 2"X6" STUDS @16" O.C.- NOTE PROVIDE SIMPSON @ TOP AND BOTTOM PLA EVERY OTHER STUD W/ (6) 10d NAILS__ R-19 SPRAYdNSULATION- P.T. 2"X6" BOTTOM PLATE 5/8" DIA, A.B. @ 24" O.C. W T" 'x1/8" WASHERS— P.T. 2"x10"JOIST LASHING & COUNTER LASHING SIMPSON LUS210 HANGEF �TRPL P.T. 2"x12" WOOD BEAM W/ 1/2" PLYWD SPACER GLUED & NAILED W/ 10d NAILS @ 8" O.C. STAGGERED E.W. T. 6"x6" WOOD POST !"x12" CONC. BLOCK DLUMN W/ (4) #5 BAR3 MPSON CB66 W/ (2) 5/8" A BOLTS =FER TO FOUNDATION PLAN II I g' .,. •° I I I1 I IIIII � �—� I IIIII � III 6 111I 1 II I I1 I II I I —I I I TYPICAL WALL & PORCH SECTION 1/2" = V-0" DP PLATE P. BOARD CLGS & WALLS TUDS @ 24" O.C. OTTOM PLATE SYSTEM T&G CEILING 2"x12" LEDGER W/ (2) 3/8"x5" LAGBOLTS @ EACH STUD LUS 210 HANGER 2"x12" JOIST @ 24" O.C. (3) 2"x12" HEADER PER POINT BRING HEADER DETAIL 1/2" DRYWALL MTS 16 W/ (14) 10d NAILS @ EACH F O S /4" T&G PLYOOD GLUED & NAILED W/ 10d RING SHANK NAILS @ 6" PER. & 12" FIELD. ON PRE-ENG FLOOR RES ��J 2 R 20 SPRAY INSULATION d I-24GA 5'V G NNTE fAL RQeFING A7fACHE1 FLOOR TRUSSES PER MANUF. SPECS. OVEI .- - HOUSEWRAP DBL 2"x12" LEDGER W/ 5/8" DIA. ANCHOR BOLTS @ 12" O.C. STAGGERED E.W. 8"x16" POURED CONCRETE TIE -BEAM W/ (2) #5 BARS TOP & (2) #7 BARS BOTTOM W/ #3 STIRRUPS @ 12" O.C. 7777777 4 VIEWED FOR .••• '` E COMPLIANCE i i i t iIiI m. UCIE COUNTY BOCC ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTO N ICI NC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT INDIAN RIVER DRIVE RESIDENCE JENSEN BEACH, FLORIDA CLIENT GUY NORTON CONSULTANTS REGISTRATION OF 'FLO ,A A 898 W MICHAEL J. SEAL, ALA AR96898 REVISIONS NO. DATE REVISION 2 06/12/18 BLDG DEPT COMMENTS 4 07/03/18 COORDINATION 5 12/04/18 OWNER CHANGES 6 03/19/19 OWNER CHANGES KEY PLAN Krm APR 3 2019 Permitting Department St. Lucie County; FL SHEET TITLE / SHEET NUMBER DETAILS W�FLL.4 A4.00 PROJECT NUMBER R 1 F DATE 03/19/2019 0 ft Ok ' N iv 3 brl m FI 6GFIjj( _d...... - .® mm r �. WpirFt.. .. _ . ..... ......................... ... WP/GFI 2ND FLOOR ELECTRICAL PLAN 1/4 1-01. 509 _ ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS KEYNOTES FOR ELECTRICAL PLAN 501 ELECTRIC PANEL 503 J.B. FOR FAN/ LIGHT MBO (TYP) 504 RANGE/ OVEN GAS EXHAUST HOOD 505 E.F. VENT DUCTE TO SOFFIT (TYP) 506 W/ CARBON MONOXIDE DETECTION 507 TO DISH WASHER 509 DOWN TO LIGHTS 510 TANKLESS WATER HEATE GAS 51 STACKING WASHER/ DI (GAS) 512 MINI SPLIT SYSTEM CONDENS 3 513 MINI SPLIT WALL HEAD REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC ARCHITECT Architectonic Ii 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 INDIAN RIVER DRIVE RESIDENCE JENSEN BEACH, FLORIDA CLIENT GUY NORTON CONSULTANTS REGISTRATION pR OF FLjs . tt i • • ' I ` t RED P► MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION 2 06/12/18 BLDG DEPT COMMENTS 3 06/26/18 BLDG DEPT COMMENTS 6 03/19/19 OWNER CHANGES KEY PLAN Arzr- ammmumv So xnwwmm SHEET TITLE / SHEET NUMBER SECOND FLOOR ELECTRICAL PLAT A5.10 PROJECT NUMBER R17 DATE 03/19/2