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(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />2x6 / 2x8 WALL <br />BEYOND SEE PLAN <br />FOR HEADER (2) 2x HEADER TO SIT <br />CONNECTION i FLUSH TO THE OUTSIDE <br />i SEE PLAN FOR SIZE <br />2x DEAD WOOD @ MID <br />POINT w/ (3) 12d <br />TONEAILS SPACED <br />V EVENLY <br />HEADER FLUSH TO OUTSIDE OPTION <br />"OUBLE 2x TOP <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 />2x BOTTOM PLATE W/ (1) 1 Od @ 8" <br />VARIES O,C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAILri <br />SCALE: N.T.S. S4 <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 :;; - r_- <br />FASTENED TO TRUSSES WITH 8d COMMON <br />WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C <br />EDGES & 8" 0/C FIELD <br />SIMPSON SP1 w/ (10) 1Od <br />NAILS AT EACH STUD <br />2x P.T. PLATE <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />:� <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90A HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />MOUNTING BASE NOT SHOWN <br />FOR CLARITY SEE DETAIL <br />K/S4 <br />SEAT FOR BLOCK IS POURED <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />TROWEL FINISH SEE <br />GENERALNOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <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) 1 Od TOENAILS T&B <br />AS REQ'D <br />-2x BLOCKING @ MID <br />POINT EVERY OTHER <br />STUD VI/ (3) Od NAIL <br />BLOCKING (TYP.) <br />PROOF TRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />LSEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <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 2 1/4" <br />VENT OR 2ND FLOOR <br />TYPICAL C.M.U. WALL <br />3/4" FURRING STRIPS <br />1/2" GYPSUM BOARD <br />W/ DRYWALL SCREWS <br />@ 8" O.C. OR 4d <br />DRYWALL NAILS <br />DRAIN <br />WALL CLEAN -OUT rA <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 g <br />S4 <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J <br />• '' O <br />.d <br />4 <br />a.. <br />O d <br />8" STD.9eHOOK 8" <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />GREATER THAN 6-0" WIDE (U.N.O. ON <br />PLAN) <br />OPENING <br />FILLED CELL W/ (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />NOTES: <br />10 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 />VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />( SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />O 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" FORM CONCRETE INSET TO <br />1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />MOUNTING BASE SHOWN <br />IN POSITION <br />-2x6 MOUNTING BASE <br />J <br />J <br />W <br />'NEEN T > <br />io <br />FORM CREATES CONCRETE RECESS TO <br />2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW <br />FOR WATER SHED. <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />GARAGE ENTRY FORM DETAIL <br />�8x8x16 C.M.U. <br />GARAGE DOOR <br />GARAGE DOOR ROLLER <br />CONNECTION ASSEMBLY <br />GARAGE FLOOR <br />/ <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />--TRACK MOUNTING BRACKET <br />GARAGE DOOR TRACK <br />SCALE: N.T.S. 4 <br />c t m <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B/ <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />SHED FORWARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />INTERIOR <br />WALL <br />GL <br />EXTERIOR <br />WALL <br />7 5/8" 8" 7 5/8" 8" 7 5/8" 8" <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />12 TRUSSES @ 24" O/C <br />(TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE <br />SCHEDULE) <br />- DOUBLE 2"x4" S,P.F. TOP PLATE <br />7/8" STUCCO FINISH PER ASTM <br />C. 926 APPLY 3 LAYERS W/ <br />TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS <br />3/8" THICK EACH. 3RD LAYER <br />1/8" THICK OVER WATER <br />RESISTIVE BARRIER <br />❑ <br />FULL 8x8x16 BLOCK <br />SIMPSON SP2 w/ (12) 10d <br />I/T <br />NAILS AT EACH STUD <br />! \� <br />—DOOR OPENING <br />DOOR OPENING -� <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET AS <br />\ <br />FASTENED TO TRUSSES WITH 8d <br />COMMON WIRE NAILS @ 4" O/C <br />REQUIRED <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKIN <br />❑ <br />O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />- - - <br />1ST COURSE 2ND COURSE 3RD COURSE =_= <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2" <br />COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O,C. MAX) w/ MIN. 4" EMBEDMENT • <br />IN KO BLOCK AT EA. STUD MAIN SPAN <br />MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS <br />UPLIFT CONNECTOR <br />)1 <br />SCALE: N.T.S. SL� 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. - (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 />VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <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. SCALE: N.T.S. <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />NOT TRANSFER LOAD. <br />2x6P. <br />J-BOLT <br />TRACK <br />BRACKET <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />1"OP PSPN516Z w/ (12) 16d NAILS <br />TOP 2 ROWS 10d @ 3" O.C. (14 <br />SPLICE NAILS TOTAL) EA. SIDE OF <br />3ARAGIOOR E I 48.SPLICE STAGGERED <br />vvva a i nva> <br />W/MOUNTING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL GARAGE DOOR BUCK K <br />SCALE: N.T.S. S4 <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 />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STUDS <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 />FLAT <br />STRAPS PER CHART ABOVE TO BE BENT <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 />S�FO<Nl'1' <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"x10" 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 />1 Od x 1 1/2" AT EA <br />STUD (USE SP6 FOR <br />S4 <br />• INTERIOR HEADER: <br />2x6 WALL, USE SP8 <br />(1) 2x SILL PLATE W/ (2) <br />FOR 2x8 WALL) <br />12d TOENAILS <br />BOX HEADER <br />. 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) 1Od x 1 1/2" EACH <br />SIDE <br />2x STUDS TYP. <br />00 <br />`i SIMPSON HTT4 TYP. <br />Oo OR <br />U.N.O. SEE N/S4 <br />HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />P.T. BOT. PLATE BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />INTERIOR WALL HEADER DETAIL Q <br />SCALE: N.T.S. S4 <br />_ SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />R d <br />/8"xl0" "J" BOLT <br />@ 24" O.C, MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION <br />2, <br />P <br />SIMPSON SP4 <br />Eo <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />4 <br />44 A. <br />• 1Od @ 8" O/C <br />ATTACH ALL J \� <br />EXTERIOR STUDS <br />W/ (4) 16d TOENAILS <br />TOTbp PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL (0,m� <br />SCALE: N.T.S. S4 <br />F= 2240 LBS <br />SIMPSON C <br />SIMPSON SP4 SP2 <br />`-NAILED <br />INTO <br />TRANSOM <br />TRANSOM FRAMING <br />FRAMING <br />C P.T. <br />SEE SECTION AA/S1 <br />-ATE <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />SIMPSON <br />RECESS SP4 <br />LINTEL <br />d <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP1 SIMPSON <br />SIMPSON SP4 <br />SP4 <br />SIMPSON <br />SP1 <br />SIMPSC <br />SP4 <br />LBLOCKING <br />USS BOTTOM CHORD OR 2x4 <br />W/ 2-16d TOE NAILS <br />EACH END <br />w <br />U <br />2x TOP PLATE <br />2-16d NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x STUD @ 24" <br />V <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE <br />FEQUAL @ 12" O.C. <br />STAGGERED FROM BOT. <br />SEE A/S3 FOR <br />PLATE TO CONCRETE <br />REINF. INFO. <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL j <br />SCALE: N.T.S. S4 <br />SIMPSON SP4 <br />2X TOP PLATE <br />OVERLAPPING <br />-1 Od NAILS @ 6" <br />STAGGERED <br />�o I <br />J-BOLTS @ 24" O.C. <br />MAX <br />-2X P.T. PLATE <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />i (4565# SPF) <br />i (5645# SPF) <br />i (6970#SPF) <br />►S (9335# SPF) <br />N. 8" <br />PDXIED A.T.R. <br />t & NUT <br />'OXIED A.T.R. <br />2 & NUT <br />OXIED A.T.R. <br />t&NUT <br />4 2X8 P.T. BOTTOM P ATE <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. B <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON C <br />SP4 <br />2X8 P.T. BOTTOM <br />PLATE <br />ULI <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />ROOF TRUSS ABOVE <br />/- 2X BLOCKING <br />0 <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 />0 o BEYOND, <br />-PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMCN WIRE NAILS @ 4" 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) 1Od NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. <br />MAX. (MIN. (2) PER BOTTOM <br />PLATE) <br />ALTERNATE: <br />5/8" DIA. ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRYrR <br />SCALE: N.T,S. <br />M <br />N <br />O <br />N <br />0) <br />L <br />' <br />u <br />00 <br />Lo <br />04 <br />a <br />Y e <br />yvr a _y w <br />- s <br />w <br />r ' <br />z <br />Q <br />W 1. `o q U <br />pmN 6 <br />N � 7 <br />N <br />} <br />V � 0- R <br />.. w M <br />W i L M <br />E o <br />— 0 LL O �C Q <br />U ()_- 7 <br />u w QN C <br />W <br />70a <br />L. p E 00 <br />a� <br />W <br />UQ <br />Lu Cn W O E <br />W� <br />Q` <br />Q J 0z�w- <br />LU <br />Q <br />azWW� <br />Q� J00 U)�°o2 <br />z <br />° oo°�o�o�moQ <br />Q <br />�IL zYOUJ ZzU- a <br />Z <br />aOLu �Lu23 < <br />ILL0W <br />o D oQQ� <br />¢ O <br />U- U- <br />i <br />O <br />O <br />Z W <br />O1­— <br />1- cco cO <br />Q U-) <br />, <br />0ILL ti <br />cM <br />Z U <br />WCD <br />W <br />CD <br />J O <br />\/`)l <br />2 12013 <br />dirt <br />jai Revie <br />m As <br />is , <br />nc. <br />Plans Rev <br />ew <br />oinplele <br />an <br />app <br />o <br />for compliance <br />with! <br />t <br />�10 <br />01 F <br />C 7t <br />E <br />n <br />by Of <br />bra <br />We <br />Kla <br />r P <br />230 <br />O <br />I <br />` <br />I <br />qrmm <br />0 <br />N <br />0 <br />0 <br />ti <br />N <br />N <br />C) <br />C)Z <br />o <br />o <br />o <br />� <br />� <br />C)I <br />I <br />I <br />' <br />N <br />L <br />o <br />0 <br />o <br />I <br />I <br />I <br />� <br />M <br />U) <br />Z ~ <br />zZ <br />w <br />C)Qw <br />W <br />Z� <br />000 <br />0 <br />V <br />Lu VU(n <br />:3Zj <br />0 <br />O�Q <br />Q <br />Z <br />a>a <br />I— <br />�WQ <br />coitu.l <br />(V <br />Zz)O <br />Ll.l <br />0- <br />Lo <br />0 <br />z -0 <br />C) <br />Q <br />U <br />�wLL <br />Z <br />z <br />Q <br />F- <br />U <br />OO <br />W <br />z <br />Z <br />z <br />w <br />W <br />J <br />� <br />O <br />O <br />LAST PLOT DATE <br />z <br />0 <br />J <br />STRUCTURAL <br />DETAILS <br />