Laserfiche WebLink
I— — — — — — I <br />12 <br />_\TYP) SEE ELEV. <br />SIMPSON SP2 w/ (12)10d <br />NAILS AT EACH STUD <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2)16d TO <br />TRUSS BELOW <br />1/2" EXTERIOR GRADE SHEATHING <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />(2) 2x HEADER TO SIT <br />2x6 / 2x8 WALL BEYOND <br />FLUSH TO THE OUTSIDE <br />SEE PLAN FOR HEADER <br />SEE PLAN FOR SIZE <br />CONNECTION <br />2x DEAD WOOD @ MID <br />POINT w/ (3)12d <br />TONEAILS SPACED <br />DOUBLE 2x TOP <br />EVENLY <br />PLATE —, <br />2x BLOCKING @ EACH END W/ 10d @ <br />4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />(2) 2x HEADER <br />PER PLAN <br />VARIES\-2x BOTTOM PLATE W/ (1)10d @ 8" <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. 14 <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR <br />(SEE SCHEDULE) <br />DOUBLE 2x4 SPF. #2 <br />TOP PLATE <br />2x S.P.F. STUDS @ 16" O.C. <br />SINGLE 2x CONT. TOP <br />PLATE W/ (2)12d INTO <br />TRUSS ABOVE <br />2x CLOSURE WALL W/ <br />STUDS @ 16" O.C. W/ <br />(3)10d TOENAILS T&B <br />AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />STUD W/ (3)10d NAILS <br />FASTENED TO TRUSSES WITH 8d COMMON <br />WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C <br />EDGES & 8" O/C FIELD <br />SIMPSON SP1 w/ (10)10d <br />BLOCKING (TYR) <br />co <br />NAILS AT EACH STUD <br />0 <br />2x P.T. PLATE <br />ROOFTRUSS <br />N <br />;t <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />zi; <br />W/ 8" EMBEDMENT <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />LO <br />N <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />MOISTURE BARRIER <br />AND FILLED SOLID W/GROUT <br />Go <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />4 <br />STD. 90A HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL <br />DETAIL <br />rF� <br />ISCALE: N.T.S. S4 <br />1/2" MINIMUM CEMENT FINISH <br />STANDARD 3" DIA. TEE <br />THREADED 3" DIA. EXTENSION <br />SCREW OFF CAP (3" DIA.) <br />FOR CLEAN -OUT <br />MIN. EXTENSION FROM <br />EXTERIOR FACE OF BLOCK <br />WALL IS 1 1/2" MAXIMUM <br />EXTENSION FROM EXTERIOR <br />FACE OF BLOCK WALL IS 21/4" <br />VENT OR 2ND FLOOR <br />TYPICAL C.M.U. WALL <br />3/4" FURRING STRIPS <br />1/2" GYPSUM BOARD <br />WI DRYWALL SCREWS <br />@8"O.C.OR4d <br />DRYWALL NAILS <br />DRAIN <br />WALL CLEAN -OUT q <br />SCALE: N.T.S. S4 <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W1(1) #5 FOR CONCRETE PLACEMENT 7 <br />-8' / STD. 9CfHOOK_/ <br />.• <br />OPENING <br />FILLED CELL W1 (1) #5 VESEE RTICAL <br />�>•fl� <br />Him <br />UII <br />���IIII <br />Illi� <br />■�■III <br />I{I�■ <br />�11111 <br />IIII' <br />��I�t <br />IIl��■ <br />NOTES: <br />lO FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION <br />PORT <br />@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. <br />0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />Q3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT <br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />FLOOR PLAN. <br />TYPICAL FILLED LINTEL ASSEMBLY <br />SCALE: N.T.S. <br />WIDTH OF OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />S 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR <br />SCRAP MATERIAL--\ BLOCK WALL ABOVE. <br />N <br />J <br />piV <br />f <br />lJJ <br />o <br />G <br />S4 <br />FORM CREATES CONCRETE RECESS TO <br />2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW <br />FOR WATER SHED. <br />3 <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />00 <br />N <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />i <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />MOUNTING BASE NOT SHOWN <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />y <br />FOR CLARITY SEE DETAIL <br />MOUNTING BASE SHOWN <br />IN POSITION <br />K/S4 <br />GARAGE ENTRY FORM DETAIL <br />o <br />= <br />SEAT FOR BLOCK IS POURED <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />�8x8x16 C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />cca <br />7_ <br />TROWEL FINISH SEE <br />o <br />GENERAL NOTES <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />SLOPE FORWARD <br />CONNECTION ASSEMBLY <br />FOR DRAINAGE <br />GARAGE FLOOR <br />;, <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />a <br />a <br />MOUNTING BASE DETAIL <br />a <br />SCALE: N.T.S. <br />C <br />4 ° <br />8 G G A <br />N <br />SEE PLAN FOR FOOTING <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E <br />DIMENSIONS <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />rp <br />SHED FORWARD THIS DRAWING. <br />SCALE: N.T.S. <br />S4, <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />0 <br />m <br />7 5/8" 8° 7 5/8" 8" 7 5/8" 8" <br />I I <br />_Q i — V-- i <br />SOLID AREAS ARE ❑ <br />❑ STEEL AND GROUT ❑ ❑ <br />INTERIOR <br />WALL ❑ ❑ ❑ <br />Ct DOOR OPENING DOOR OPENING <br />EXTERIOR — ❑ ❑ <br />WALL ❑ ❑ ❑ <br />❑FiT 4v <br />❑ <br />1 ST COARSE 2ND COARSE 3RD COARSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRY LAYOUT D <br />SCALE: N.T.S. SL� <br />VERTICAL JAM <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING —Ct <br />5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE <br />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />TRUSS BOTTOM CHORD OR 2x4 <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />BLOCKING W/ 2-16d TOE NAILS <br />NOT TRANSFER LOAD. <br />@ EACH END <br />a <br />° d <br />WALL <br />° <br />° a <br />DOOR STOP <br />Lu <br />W <br />a <br />4 <br />MOLDING <br />4 <br />01 <br />2x TOP PLATE <br />Cn <br />V2-16d <br />GARAGE <br />NAILS @ 24" O.C. OR <br />DOOR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2 x 6 P.T. <br />2x STUD @ 24" v <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />2x P T PLATE EQUAL @ 12" O.C. <br />SEE TYPICAL WALL SECTION <br />12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />(TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) <br />DOUBLE 2"x4" S.P.F. TOP PLATE <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS <br />7/8" OVER METAL LATH. FIRST 2 <br />LAYERS 3/8" THICK EACH. 3RD LAYER <br />1/8" THICK. <br />CRICKET AS REQUIRED/ <br />SIMPSON SP2 w/ (12)10d <br />NAILS AT EACH STUD <br />1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING ( ) <br />O/C FIELD <br />, <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />L <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />MOISTURE BARRIER <br />ROOF TRUSS <br />UPLIFT CONNECTOR <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 90° HOOK IN K.O. BLOCK <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />E <br />SCALE: N.T.S. S4 <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />P.L.1.8E Fb=2400 PSI (AS PER PLANS) <br />PSPN516Z w/ (12)16d NAILS <br />TOP 2 ROWS 10d @ 3" O.C. (14 <br />° ° <br />• <br />HTT4 w/ (18)10d NAILS (3610# SPF) <br />SPLICE NAILS TOTAL) EA. SIDE OF <br />• <br />HTT5 wl (26)10d NAILS (4670# SPF) <br />• ' ir& SPLICE STAGGERED <br />° ° <br />° <br />• <br />DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) <br />• iLjj <br />• <br />00 <br />° ° <br />• <br />HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) <br />• <br />HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) <br />• <br />HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) <br />HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) <br />• 10d @ 8" 0/C <br />HDUII�DS2.5 w/ (30)1!4 x 21/2 SDS (6865# SPF) <br />sr <br />. <br />�NC�c <br />• 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" <br />p <br />EMBEDMENT w/ WASHER & NUT <br />STAGGERED FROM BOT. "�� ATTACH ALL J C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED <br />SEE A/S3 FOR PLATE TO CONCRETE DOOR TRACK EXTERIOR STUDS A.T.R. MIN. 8" EMBEDMENT w/ WASHER & <br />REINF. INFO. W/MOUNTING ANGLE W/ (4 16d TOENAILS <br />TO 7�P PLATE NUT <br />• FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: MIN. 8" EMBEDMENT w/ WASHER & NUT <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC <br />OVER STUD a • FOR HDU11 USE 1" DIA. x 12"EPDXIED A.T.R. <br />AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT W WASHER & NUT <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE N <br />SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 <br />F= 2240 LBS <br />SIMPSON SIMPSON SIMPSON C <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2" x 4" WALL <br />2" x 6" WALL <br />STRAPS <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <br />1' - 4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />4' - 9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9' -16' <br />(3) <br />(4) <br />(2) <br />(4) <br />(2) LSTA30 <br />SP4 SP2 SIMPSON SP4 3P2 YFFSIMPSON SP4 <br />2X TOP PLATE <br />2X STUDS @ 24" O.C. OVERLAPPING <br />/8"x10" "J" BOLT NAILED <br />@ 24" O.C. MAX. INTO <br />MIN. (2) PER TRANSOM <br />BOTTOM PLATE TRANSOM FRAMING FRAMING _ <br />SECTION P T SEE SECTION AA/S1 <br />FLAT STRAPS PER CHART ABOVE TO BE BENT PLATE AND BB/S1 FOR <br />OVER TOP PLATE ** HOLD DOWN CONNECTIONS <br />NOT REQUIRED @ BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />SFF <br />�0l't' <br />2-ROWS 12d NAILS STAGGERED <br />@ 12" O/C EACH FACE OR <br />3-ROWS 12d NAILS STAGGERED <br />@ 12" O/C FOR 2"xl0" OR <br />2x CRIPPLES @ <br />GREATER HEADER <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />SIMPSON SP4 w/ (6) <br />(2) 2x HEADER SEE PLAN <br />10dx11/2"AT EA <br />1 <br />STUD (USE SP6 FOR <br />• INTERIOR HEADER: <br />S4 <br />2x6 WALL, USE SP8 <br />(1) 2x SILL PLATE W/ (2) <br />FOR 2x8 WALL) <br />12d TOENAILS <br />BOX HEADER • EXTERIOR HEADERS: <br />10d NAILS @ 8" <br />ONLY <br />(1) 2x SILL PLATE W/ (2) <br />0/C TYP. <br />12d TOENAILS <br />DOUBLE 2x <br />• OPENING LARGER THAN 4 FT: <br />CRIPPLE STUD <br />(2) 2x SILL PLATE w/ SIMPSON <br />TYPICAL (U.N.O.) <br />LS30 w/ (6)10d x 1 1/2" EACH <br />SIDE <br />2x STUDS TYP. <br />00 SIMPSON HTT4 TYP. <br />U.N.O. SEE N/S4 <br />�N�NG <br />** HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />P.T. BOT. PLATE BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL rQ_",� <br />SCALE: N.T.S. S4 <br />SP4 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />4 <br />da 4 <br />LINTEL <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />° <br />SIMPSON SIMPSON <br />SP4 SP2 <br />..r <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SPi SIMPSON <br />SIMPSON SP4 <br />SP4 <br />SIMPSON <br />SP1 <br />SIMPSON SIMPSC <br />SP4 SP4 <br />—10d NAILS @ 6" <br />STAGGERED <br />J-BOLTS @ 24" O.C. <br />MAX <br />—2X P.T. PLATE <br />ROOF TRUSS ABOVE <br />F 2X BLOCKING <br />° i I <br />4 2X8 P.T. BOTTOM P TE C <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON C <br />SP4 <br />N <br />2X8 P.T. BOTTOM <br />PLATE <br />D <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />-(2) 16d TOE NAILS <br />EA. BLOCKING <br />• 2X8 WALL ABOVE <br />ENTRY <br />K.O. BLOCK W/(1) <br />#5 CONT. & <br />FILLED <br />5/8"X10" J-BOLTS <br />@ 2'-0" O.C. <br />MASONRY WALL <br />10d NAILS @ 4 10d NAILS @ 6" O.C. <br />STAGGERED A STAGGERED <br />TRANSOM FRAMING <br />o o BEYOND. <br />PLYWOOD FASTENED TO TRUSSES / <br />WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD <br />O!C BOUNDARIES 6" O/C EDGES o E SHEATHING <br />& 8" O/C FIELD <br />S4 <br />B <br />• SIMPSON SP4 w/ (6) 10d x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE PLYWOOD <br />SP8 FOR 2x8 WALL) SHEATHING <br />• SIMPSON SP2 w/ (12) 10d NAILS MASONRY <br />• SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. <br />MAX. (MIN. (2) PER BOTTOM <br />o <br />PLATE) <br />ALTERNATE: <br />5/8" DIA. ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY Ko'R� <br />SCALE: N.T.S. S4 <br />CD <br />z$ <br />zCc <br />z <br />a <br />t� U <br />4—J W <br />� p <br />•0 <br />LL.I <br />U <br />W <br />' ~-8 <br />prNiM <br />C f6 M <br />0L <br />_ <br />£ `L <br />Al1N <br />B D. <br />C,6•D C <br />`Rg <br />tit�Q`$oroi <br />U) z0z ("I zJ <br />rmka L it <br />��,c•' <br />LL5 <br />N a C7 ��-i•.i. <br />• <br />u tw" <br />To the best of the E er'" r ledgg•0_f4 r� on, <br />belief, the structural p1t �+d s06ciA.Io�s contV <br />within these drawings r-oiIsiS�w.ith the 2017.,FIor(�a <br />Building Code- Residential 6th'gdiikrl. �jigilhehr's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />C:) <br />Z <br />0 1� <br />� v) <br />M <br />�MLn <br />a. cn •L d- <br />Q ". Ln <br />LL <br />fl., <br />M <br />U cv <br />a <br />�� <br />WJ <br />Z <br />0 <br />d' <br />uo <br />uj <br />zaa <br />c"SZO0, <br />W <br />zUZ <br />w .LU <br />J <br />J <br />0 <br />8 <br />Zr'Se <br />L <br />r113 <br />J a <br />U <br />= <br />LLu <br />O LL <br />O <br />J <br />Q <br />. <br />0 ZO <br />�YIQQ-' <br />I g U <br />W <br />�o <br />a`au� <br />Z <br />Ln <br />o�Z <br />.w.l <br />rl� <br />Lii <br />Q <br />Z <br />$ Z a <br />Lu Z <br />N <br />k <br />Z <br />Z <br />� � <br />z <br />Cal <br />(N� <br />Uj <br />o <br />az <br />uj <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAM ES <br />VERSION NO. 4mO <br />SHEET NO. <br />S4 <br />