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Home My WebLink AboutLAKESHORE DR 16491 (8)2) 112" DIA. (2) 112" DIA. MACHINE MACHINE BOLTS @ BOLTS W/ NUTS & EACH POST WASHERS (4 EACH 4X4i SEE DETAILOE O O 24•' MAX POST CAP WITH MACHINE BOLTS PER OVERHANG MANUFACTURER'S SPECIFICATIONS RAILING SECTION VIEWS OE GUARDRAIL PERPENDICULAR TO JOISTS GUARDRAIL PARALLEL TO JOISTS 2) 2x6 W/ (2) 48 x 3" DECK SCREWS TO 4x4 po. POSTS 36" MIN DECKING OPTIONS: SEE NOTES BELOW SMRPBCN "A35" OR EOUAL AT EA BLOCK S.FBON"H3 "OR FLOOR JOISTS EOUAL ®48 "O.C. O 24 MAC OVERHAN3 O NqTE- DECKIN9 OPTIONS ARE WS 1. 5/8" TONGUE AND GROOVE JOINTED PLYWOOD SECURED WITH 8d NAILS, ALL EDGE NAILING AT 6" O.C. MUST BE COVERED WITH AN APPROVED WEATHER RESISTIVE MATERIAL WALKING SURFACE, AND SLOPED FOR DRAINAGE. 2. 2X6'• DECKING SECURED W/ (2) led NAILS @ EA. JOIST. axz vERncxu ®< 4" o.c. 36" MIN DCMGUa ENO JgSTDOR I6E 4x A$M 06"o C 51MPaCH "H3 "OR RpUAL ®TOp AND 67rOM R NPIL 5246) lf 2x eLOCgrvof3z "o.c. w/ BOUNDARY MMUNO TO BLOCK liRS" O.C. 2)'(i' DW. MACHINE BOLTS NV. M1.& WABHERB ® EACH PORT VYLOOR JOISTS SMIPSON'A35" CR EOVAL AT EA.51DE WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM CITY OF LAKE ELSINORE L BUILDING DEPARTMENTLNY.L E` >Ef'i ?ILL BALCONY /DECK STANDARD l 30 S. MAIN ST 951) 67431 2A LAKE EL ,NOR 92 30 EXT #224 y /26 /zoos LEOECrcFNLmso NAGE3oF4 NOTES: I. THE LARGEST TREAD RUN SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8". 2. STAIRWAY WIDTH 36" MIN - 4S" MAX. 3. TREADS MUST HAVE APPROVED SLIP RESISTANT SURFACE 4. ALTERNATE STAIRWAY DESIGNS MAY BE ACCEPTABLE PENDING BUILDING DEPARTMENT APPROVAL RTEDANEm,U,N ELY RAILING, FROST, BEAM DETAIL uMtDRML(a Rlvo6DT0 DuARORaL (BEE HArvDRaa OPTION # 1 OPTION #2 TYPICALBRACED d=' NIECMONS 36" MAxIMUnI o a 36" MAxIMUrn E. 2) 18;; 3" DECK DECK JOIST SPANS SCREWS @ EA. 4X4 ALL OPENINGS IN DOUGLAS FIR #2 OR BETTER) GUARDRAIL TO BE 3/8 DIA. X 6" LAG BOLTS - SEE NOTE 1) 1) #8 x 3" DECK SUCH THAT A 411 SPAN SCREW @ EA. 2x2 SPHERE CANNOT DECKJOISTSPAN SPACING PASS THROUGH. 2x6 12 "o.c. 2X2 10' -6" SIZE S PAN 8'0" OR LESS 8 "O.C. SCREWS @ EA. 2) 112" DIA. (2) 112" DIA. MACHINE MACHINE BOLTS @ BOLTS W/ NUTS & EACH POST WASHERS (4 EACH 4X4i SEE DETAILOE O O 24•' MAX POST CAP WITH MACHINE BOLTS PER OVERHANG MANUFACTURER'S SPECIFICATIONS RAILING SECTION VIEWS OE GUARDRAIL PERPENDICULAR TO JOISTS GUARDRAIL PARALLEL TO JOISTS 2) 2x6 W/ (2) 48 x 3" DECK SCREWS TO 4x4 po. POSTS 36" MIN DECKING OPTIONS: SEE NOTES BELOW SMRPBCN "A35" OR EOUAL AT EA BLOCK S.FBON"H3 "OR FLOOR JOISTS EOUAL ®48 "O.C. O 24 MAC OVERHAN3 O NqTE- DECKIN9 OPTIONS ARE WS 1. 5/8" TONGUE AND GROOVE JOINTED PLYWOOD SECURED WITH 8d NAILS, ALL EDGE NAILING AT 6" O.C. MUST BE COVERED WITH AN APPROVED WEATHER RESISTIVE MATERIAL WALKING SURFACE, AND SLOPED FOR DRAINAGE. 2. 2X6'• DECKING SECURED W/ (2) led NAILS @ EA. JOIST. axz vERncxu ®< 4" o.c. 36" MIN DCMGUa ENO JgSTDOR I6E 4x A$M 06"o C 51MPaCH "H3 "OR RpUAL ®TOp AND 67rOM R NPIL 5246) lf 2x eLOCgrvof3z "o.c. w/ BOUNDARY MMUNO TO BLOCK liRS" O.C. 2)'(i' DW. MACHINE BOLTS NV. M1.& WABHERB ® EACH PORT VYLOOR JOISTS SMIPSON'A35" CR EOVAL AT EA.51DE WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM CITY OF LAKE ELSINORE L BUILDING DEPARTMENTLNY.L E` >Ef'i ?ILL BALCONY /DECK STANDARD l 30 S. MAIN ST 951) 67431 2A LAKE EL ,NOR 92 30 EXT #224 y /26 /zoos LEOECrcFNLmso NAGE3oF4 NOTES: I. THE LARGEST TREAD RUN SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8". 2. STAIRWAY WIDTH 36" MIN - 4S" MAX. 3. TREADS MUST HAVE APPROVED SLIP RESISTANT SURFACE 4. ALTERNATE STAIRWAY DESIGNS MAY BE ACCEPTABLE PENDING BUILDING DEPARTMENT APPROVAL RTEDANEm,U,N ELYBUPPuMtDRML(a Rlvo6DT0 DuARORaL (BEE HArvDRaa WASHERS DErnits eELOw). TYPICALBRACED d=' NIECMONS TABLE "B" HEI I OF T STAIRWAY 2x2 AT < 4" O.D. MAx 4x4 ®48 "oc.MAK 8 MIN T HEADROOM ( 8x3" LOWDECKSCREWS r364x4POTUAnDRAILMIN. TO D Q cONnNUC 2%2 ROLL TOORAOE ® cf0 ® \ COHT.ETO,,a DECK BE 34"7038" 4X12'' —/ \ \ IIV— E4 ENDRINGER DS ABOVfi 51'EP6 9" MIN (2)'/4- x 5' uo4X12STRINGER [ BOLTS • EA 2x2 1CL (2RUi DIA..Rm.sBOLT4" MIN IanS &waBHERe ®ES 4z6 err MAX POST APPROVED ANDLEBRACKET W /LA6ROLTBPER1y;\B` p\ouV +`J`1 MANyFACTtIIRER6 RPECQ.'IGATIONe 4X12TREADS r - 1111 -111, I p J -- ( OPP061Tfi FADE OF BTflINOpil r I11I_1H I' — III _1111 Vi'AIR OAP BETWEEN CONCRETE 4 m W000. w 111— III • III =— zxarREATeD wpoD PLArE 5/8" DUANCHDR BOLT UJ A`4 REBAE FDOTNGr IS "W EX 12° DEEP X STAIR VADTH. FRONT VIEW SIDE VIEW HANDRAIL DETAILS 1.1 14" MIN. 1 -1 /2" MIN. 1 -1 /4" MIN. 2„ MAX. 2„ MAX 1- 1 /2" MIN. NOTE: OTHER SHAPES MAY BE ACCEPTABLE IF THEY PROVIDE AN EQUIVALENT GRIPPING SURFACE. WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM CITY OF LAKE ELSINORE 1. iI L KF BUILDING DEPARTMENT BALCONY /DECK STANDARD THESE DESIGNS ARE NOT (951) 674.31 24 130 S. MAIN ST ACCEPTABLE EXT 4224 LAKE ELBINORE C 92530 7/28/2006 LEDECKFNLVSD PAGE4 OF4 SIDE VIEW EXTERIOR LIGHT DECKJOISTSPAN s a•MIN SEE TABLE "A" FRONT VIEW WE v POSSIBLE WHEN PROVIDED WITH AN ENGINEERED ANALYSIS. USE OF THIS BUILDING DEPARTMENTIRKSLtiU'10( CONVENTIONAL STANDARD DESIGN IS AT G THE USER'S RISK AND CARRIES NO IMPLIED ... ww" OR INFERRED GUARANTEE AGAINST FAILURE BALCONY /DECK STANDARD OR DEFECTS. 130 S. MAIN ST 951) 674.31 24 LAKE ELSINORE CA 92530 ET #224 7/26/2006 LEDECKFNLVSU PAGE OF VITY OF LAKE ELSINORE BUILDING DIVISION PERMIT # ___ - _ -- - - -- vs e CA/1 KNEE BRACE DETAIL h-DLI BOLTS y„ W /NJISAWASHERS TABLE "A" TYPICALBRACED d=' NIECMONS TABLE "B" TABLE "C" DECK JOIST SPANS HEADER SIZING & SPANS LEDGER BOLT SPACING DOUGLAS FIR #2 OR BETTER) DOUGLAS FIR #2 OR BETTER) 3/8 DIA. X 6" LAG BOLTS - SEE NOTE 1) SIZE SPACING SPAN JOIST HEADER SPAN DECKJOISTSPAN SPACING 2x6 12 "o.c. 10' -6" SIZE S PAN 8'0" OR LESS 8 "O.C. 16 "D.C. 9' -O" UPTO 810" 4XS 8' -0" 8' -1 "TO 10' -0" 7 "O.C. 24"O.C. 7' -6" 77 4X10 4 X 12 10' -0" 1 1'6" 10' -I "7012' -0" 6 "O.C. 12'. 1 " TO 1 4'd" 6" O.C. 8 1 2" o.c. 1 4' - O" 1 6" O.C. 12'- O" 6X 12 14' -0" 1 4' -1 "TO 15' -0 24 "D.C. 9' -6•• 8'- 1 " -10' -0" 4X84X10 T,6" 91{" NOTES: 2 x 10 16" O.C. 15 -0' 4X 12 1 1 • -0" 1. LEDGER BOLTS SHALL BE 3/81' DIA. X 6" LONG WITH 1 / 4" DIA, PRE DRILLED 24" D.C. 12' -0" 2 X 1 2 24" O.C. 141-0 6X 12 10 ' -1 "- 1 2'O" 4 X 8 13' -0" 7'-0'• HOLES. BOLTS ARE TO BE PLACED STAGGERED. 4 X 6 12" o.c. 14'- 6" 4X 10 91.01, 2. ALL METAL HARDWARE &SCREWS TO16O.C. 13 -6" 4 X 12 6X 12 1 "- i 5' -0" 4 X 8 4X 10 1 O' -0" 7 2,_o 6'_6 8,_o BE GALVANRED OR OF OTHERWISE APPROVED CORROSION RESISTANCE 3. MAXIMUM 5' JOIST SPAN IF 2HD FLOOR IS CANTILEVERED AT LEDGER. 4. SHEAR WALLS MAY NOT BE MODIFIED UNLESS STRUCTURAL CALCULATIONS 24" O.C. i 'I' - 6" 4 X 8 24" O.C. 15' - O" 4 X 1 O 32" O.C. 1 5' - O" 4X 12 9'$" ARE SUBMITTED AND APPROVED BYTHE 6X 12 11' -0" BUILDING DEPARTMENT DISCLAIMER: WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM ALTERNATE DECK DESIGNS MAY BE CITY OF LAKE ELSINORE POSSIBLE WHEN PROVIDED WITH AN ENGINEERED ANALYSIS. USE OF THIS BUILDING DEPARTMENTIRKSLtiU'10( CONVENTIONAL STANDARD DESIGN IS AT G THE USER'S RISK AND CARRIES NO IMPLIED ... ww" OR INFERRED GUARANTEE AGAINST FAILURE BALCONY /DECK STANDARD OR DEFECTS. 130 S. MAIN ST 951) 674.31 24 LAKE ELSINORE CA 92530 ET #224 7/26/2006 LEDECKFNLVSU PAGE OF VITY OF LAKE ELSINORE BUILDING DIVISION PERMIT # ___ - _ -- - - -- vs e CA/1 KNEE BRACE DETAIL 3" MR) MIN) END POSTS 1 I i NOTCH DETAIL NOTE: \` MAx // ( TYPICAL) 1. END POSTS REQUIRE SINGLE KNEE _ BRACE. ALL INTERIOR POSTS TO HAVE DOUBLE BRACES. LEDGER DETAIL OB FOOTING DETAIL CO FOR BOLT SIZE MACHINE BOLTS PER LEDGER: (SAME & SPACING MANUFACTURER'S SEE SPECIFICATIONS DEPTH JOISTS MIN 4 X 4 POST OR DEE EPER) TABLE "C" COLUMN BASE - USE SIMPSON 25/8 "MIN i"STANDOFFFROM CBSQ. PBS OR FLOOR - CONCRETETOPOST EQUAL JOIST e QO I 1111 = _1111- 1= 111 =1111= j JaEr HANDER =III - f = 18" oaF 614D TO Jg6T) 1 1 1 1 1 y I I I I l SECTION VIEW FRONT VIEW 24 "SQUARE NOTE: THIS DECK CONNECTION DETAIL IS BASED ON THE ASSUMPTION THAT A MINIMUM WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRA 1 -1/2" THICK WOOD MEMBER IS ADEQUATELY INSTALLED AT ALL EDGES OF THE 2ND FLOOR DIAPHRAGM. IF ANY 7.A If'Kl. F OTHER MATERIAL IS USED, SUCH AS TJI JOISTS, A SPECIAL ENGINEERED DESIGN WILL BE REQUIRED. IT IS THE OWNER'S RESPONSIBILITY TO VERIFY THE PRESENCE (951)674.3124 OF THE APPROPRIATE RIM JOIST. ExT #224 BALCONY /DECK STANDARD 712812006 1 LEDECKFNL, s I PAGE201`4 I h-DLI BOLTS y„ W /NJISAWASHERSTYPICALBRACED d=' NIECMONSc 4Aal PLE TYPICML 3" MR) MIN) END POSTS 1I i NOTCH DETAIL NOTE: \` MAx // ( TYPICAL) 1. END POSTS REQUIRE SINGLE KNEE _ BRACE. ALL INTERIOR POSTS TO HAVE DOUBLE BRACES. LEDGER DETAIL OB FOOTING DETAIL CO FOR BOLT SIZE MACHINE BOLTS PER LEDGER: (SAME & SPACING MANUFACTURER'S SEE SPECIFICATIONS DEPTH JOISTS MIN 4 X 4 POST OR DEE EPER) TABLE "C" COLUMN BASE - USE SIMPSON 25/8 "MIN i"STANDOFFFROM CBSQ. PBS OR FLOOR - CONCRETETOPOST EQUAL JOIST e QO I 1111 = _1111- 1= 111 =1111= j JaEr HANDER =III - f = 18" oaF 614D TO Jg6T) 1 1 1 1 1 y I I I I l SECTION VIEW FRONT VIEW 24 "SQUARE NOTE: THIS DECK CONNECTION DETAIL IS BASED ON THE ASSUMPTION THAT A MINIMUM WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRA 1 -1/2" THICK WOOD MEMBER IS ADEQUATELY INSTALLED AT ALL EDGES OF THE 2ND FLOOR DIAPHRAGM. IF ANY 7.A If'Kl. F OTHER MATERIAL IS USED, SUCH AS TJI JOISTS, A SPECIAL ENGINEERED DESIGN WILL BE REQUIRED. IT IS THE OWNER'S RESPONSIBILITY TO VERIFY THE PRESENCE (951)674.3124 OF THE APPROPRIATE RIM JOIST. ExT #224 BALCONY /DECK STANDARD 712812006 1 LEDECKFNL, s I PAGE201`4 I I 1 d G tJ LE Z X IZ _ fir CSue' JOtST), - - 1 Z X 12 L GCINC, 2 x a I II II Z X I Z r-- c51k70: FtX T 1/.2 II -T F- -11ZLL W/- TF-Pzu COL --r 1 - O xf -rl HOME 4, r . j I r iLG DIVISION PEK(v' f - -.6I -- /7 -- VtN 0- 7r:, f7 L P.AJI2 J 3 f iZc, Z' - soli SQ. x 1 =0I P1 EP owr 1#z , h 4, r . j I r iLG DIVISION PEK(v' f - -.6I -- /7 -- VtN 0- 7r:, f7 L P.AJI2 J 3 f iZc, Z' - soli SQ. x 1 =0I P1 EP owr 1#z ,