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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 FLUSH TO THE OUTSIDE <br />_\ f- <br />SEE PLAN FOR SIZE <br />2x DEAD WOOD @ MID <br />POINT w/ (3) 12d <br />TONEAILS SPACED <br />EVENLY <br />HEADER FLUSH TO OUTSIDE OPTION <br />DOUBLE2xTOP <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 />VARIE5 <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL rT� <br />SCALE: N.T.S. �4 <br />P <br />12 <br />SEE ELEV. <br />SI M PSON SP2 W/ (12) 1 Od <br />NAILS AT EACH STUD <br />+ <br />+ <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 />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 />NAILS AT EACH STUD <br />2x P.T. PLATE <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W1 8" EMBEDMENT <br />8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT.::Yy <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />S 90A <br />TD. 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) 10d TOENAILS T&B <br />AS REQ'D <br />-2x BLOCKING @ MID <br />POINT EVERY OTHER <br />STUD W/ (3) 10d NAIL§,J�� <br />BLOCKING (TYP.) <br />\--ROOF TRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />DIMENSIONS <br />SEE PLAN FOR FOOTING <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 />DIA.) <br />SCREW OFF CAP (3 <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 <br />SCALE: N.T.S. <br />1\14� <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW <br />S4 <br />KNOCK -OUT — <br />BLOCK W/ (1 )#5 NOTCH LINTEL WHERE REQUIRED <br />FOR CONCRETE PLACEMENT 7 <br />mammm <br />_411111152110 <br />RI <br />�1110111111111 <br />n <br />HIM= <br />NEI <br />MEN <br />Milli <br />liiim <br />mm <br />IINE <br />Milli <br />llll= <br />MINIM <br />Rp <br />MEN <br />Milli <br />liiim <br />NOTES: <br />(DFILL 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 />@ 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 />G <br />S4 <br />WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />1/2"X9 112" PLYWOOD <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL - <br />MOUNTING BASE SHOWN <br />IN POSITION <br />-2x6 MOUNTING BASE <br />\ _j <br />W <br />> <br />0 <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 />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />GARAGE DOOR TRACK <br />SCALE: N.T.S. <br />s- <br />-l"POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B <br />TO BE 2"ABOVE FINISHED <br />BLOCK WALL. RECESSED SPACE GARAGE FLOOR. <br />FOR GARAGE DOOR AND WATER <br />SHED FORWARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />7 5/8" 8" 7 5/8,, 8" 7 5/8,, 8" <br />INTERIOR <br />WALL <br />GL <br />EXTERIOR <br />WALL <br />1STCOURSE 2ND COURSE 3RD COURSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE <br />COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRYLAYOUT <br />SCALE: N.T.S. <br />'\�.14� <br />2x CRIPPLES @ ---' <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />SIMPSON SP4 w/ (6) <br />1 Od x 1 1/2" AT EA <br />STUD (USE SP6 FOR <br />2x6 WALL, USE SP8 <br />FOR 2x8 WALL) <br />1 Od NAILS @ 8" <br />O/C TYP. <br />DOUBLE 2x - <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING <br />VERTICAL JAM <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 />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />NOT TRANSFER LOAD- <br />2 x 6 P. <br />J-BOLT <br />TRACK <br />BRACKET <br />FOP <br />ARAGE <br />OOR <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 <br />SCALE: N.T.S. <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 />11 - 4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1)LSTA30 <br />4' - 9' <br />(2) <br />(3) <br />(2) <br />1 (2) <br />(1) LSTA30 <br />9'-16' <br />(3) <br />(4) <br />(2) <br />1 (4) <br />(2) LSTA30 <br />FLAT 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 />2-ROWS 12d NAILS STAGGERED <br />SEQ6�i�N�l <br />/@ 12" O/C EACH FACE OR <br />3-ROWS 12d NAILS STAGGERED <br />@ 12" O/C FOR 2"xl 0" OR <br />GREATER HEADER <br />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER: <br />\_(1) 2x SILL PLATE W1 (2) <br />12d TOENAILS <br />BOX HEADER <br />e EXTERIOR HEADERS: <br />ONLY <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />a OPENING LARGER THAN 4 FT: <br />(2) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6) 1 Od x 1 1/2" EACH <br />SIDE <br />'--2x STUDS TYP. <br />SIMPSON HTT4 TYP. <br />U.N.O. SEE N/S4 <br />HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />P.T. BOT. BEARING WALLS NOTED <br />PLATE <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL <br />SCALE: N.T.S. 1,1121� <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />12 <br />TRUSSES @ 24" O/C <br />ZTYP(TYP) SEE ELEV. <br />-) I <br />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 W1 <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 />SIMPSON SP2 w/ (12) 1 Od <br />NAILS AT EACH STUD <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET AS <br />FASTENED TO TRUSSES WITH 8d <br />REQUIRED <br />COMMON WIRE NAILS @ 4- O/C <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING <br />O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />SIMPSON HETA20 w/ (8) 10dxl 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 />ROOFTRUSS <br />MOISTURE BARRIER <br />UPLIFT CONNECTOR <br />8"X8"Xl 6" 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 />SIMPSON SIMPSON <br />SP2 <br />SP4 <br />2X STUDS @ 24" <br />O.C. <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />SCALE: N.T.S. <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />PSPN516Z w/ (12) 16d NAILS <br />TOP 2 ROWS 1 Od @ 3" O.C. (14 <br />k��6CE r, <br />AILS TOTAL) EA. SIDE OF <br />PLICE STAGGERED <br />1 Od @ 8" O/C <br />-. �- t <br />ATTACH ALL _j __j <br />EXTERIOR ST DS <br />W/ Y�l 6d TOENAILS <br />TO P PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC) <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL <br />SCALE: N.T.S. <br />1\ �4 <br />F= 2240 LBS <br />SIMPSON <br />SIMPSON SP4 <br />SP2 <br />I U <br />P.T. <br />ATE <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />SIMPSON SIMPSON <br />SP4 SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />RECESS <br />LN EL <br />SIMPSON <br />spi SIMPSON <br />SP4 <br />RECESS SIMPSON� <br />LINTEL SP4 <br />NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />SIMPSON <br />spi <br />SIMPSON <br />SP4 <br />ERUSS BOTTOM CHORD OR 2x4 <br />BLOCKING W/ 2-16d TOE NAILS <br />@ EACH END <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 />P.A.F. NAILS OR <br />2x P.T. PLATE <br />FPROVIDE <br />EQUAL @ 12' O.C. <br />7-\ <br />STAGGERED FROM BOT. <br />SEE A/S3 FOR <br />/I <br />PLATE TO CONCRETE <br />REINF. INFO. <br />TYPICAL INTERIOR NOW <br />BEARING WOOD FRAME WALL (j <br />SCALE: N.T.S. <br />SIMPSON SP4 <br />�_2X TOP PLATE <br />OVERLAPPING <br />1 Od NAILS @ 6" <br />STAGGERED <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 />(4565# SPF) <br />(5645# SPF) <br />(6970# SPF) <br />IS (9335# SPF) <br />N. 8" <br />t & NUT <br />OXIED A.T.R. <br />! & NUT <br />DXIED A.T.R. <br />I & NUT <br />2X8 P.T. BOTTOM P T <br />5/8"x10" "J" BOLT @ 24" 0 . C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) C <br />SIMPSON <br />SP4 <br />" <br />ROOF TRUSS ABOVE <br />2X BLOCKING <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 />@ 74' O.C. <br />-MASONRY WALL <br />10d NAILS 0 4 <br />- 10d NAILS @ 6" O.C. <br />STAGGERED A STAGGERED <br />__AA TRANSOM FRAMING <br />0 0 <br />I BEYOND. <br />-PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES <br />0�1/ E SHEATHING <br />& 8" O/C FIELD <br />'s_, �4 <br />L <br />s SIMPSON SP4w/(6) 10dx 1 12" jz� <br />(USE SP6 FOR 2x6 WALL, USE -PLYWOOD <br />SP8 FOR 2X8 WALL) SHEATHING <br />9 SIMPSON SP2 wl (12) 10d NAILS MASONRY-- <br />5/8"X1 0" J-BOLTS @ 24- O.C. <br />9 SIMPSON SP1 W/ (10) 1 Od NAILS WALL BELOW <br />MAX. (MIN. (2) PER BOTTOM <br />4 4 <br />4.* <br />Zl&?5 V. 1. bu I I OM <br />"LATE <br />uj <br />5/8"x10" "J" BOLTS @ 24"O.C. MAX. <br />R BOTTOM PLATE) <br />M <br />SEP 0 8 20S <br />VIRTUAL Pt <br />vii tu��'; S"'L si Iinc. <br />Pla! Is F" apo-,rove <br />for compJance ;I, ith me ;? <br />0:7:��) 7th <br />Edition by Debra Kfahr PX2300 <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 rR <br />SCALE: N.T.S. <br />S4 <br />0 <br />04 <br />V., <br />CO <br />h <br />LO <br />co <br />u') <br />AR01ol-5 <br />10 - - - , "I 1, <br />D A <br />:z <br />w <br />0 <br />0 <br />Lu <br />z <br />V) <br />a) LO E <br />0,0 ou <br />L. => 1-1 <br />M "'It 6 <br />MCI N <br />-0 on <br />u -0 <br />c: <br />E <br />D 2 <br />-5 u- < <br />U < <br />T5, * <br />U Lu <br />c <br />cc) E <br />7C) <br />C) CL _0 <br />w w <br />(D <br />W <br />Ld 0 <br />LU W _j LU ZO M <br />w _j w z <br />wom <m< < 0 0 <br />W:) 0 L) 0 <br />Ir <br />< <br />- _j ') 3: w ') u- LL _j <br />Z<)0x�zuQ:LL0zm00 -jp <br />0 - _j a F- < < <br />00 <br />gz0croomzz <br />0 In w w <br />uj Lu D <br />a a zy0'z-z-0w0 <br />0 <br />U) L.L. <br />Z <br />_j - <br />_j < 0 w z <br />< �_ < w <br />0 w WLU <br />0 a. <br />0 Q< <br />y z g <br />0 w < LL <br />U- < 0 < <br />0! <br />C:) <br />N <br />Z UJ <br />0 i-Z <br />4 <br />=) [-- <br />> U) 0 <br />z <br />(0 0 <br />i,.: cy) 5 <br />w M P- <br />LO <br />w _j <br />(j) LL. <br />It <br />< U) <br />LLJ <� <br />cf <br />00 <br />< >- < <br />z <br />w <br />i <br />C:, <br />co <br />C14 <br />co <br />cl <br />IQ <br />Q <br />Q <br />CN <br />(N <br />a <br />cl <br />00 <br />0 <br />C:) <br />CD <br />1 <br />z <br />0 <br />CD <br />LO <br />(n <br />w <br />w <br />C), <br />C) <br />c� <br />> <br />C4 <br />cn <br />IT <br />00 <br />U) <br />>_ <br />Z <br />z <br />w <br />C) <br />w <br />U) <br />zz <br />0 <br />000 <br />w - <br />00u) <br />=) z 5; <br />0 <br />0 <br />ow r < <br />Z <br />0- iR 0- <br />W�:m <br />W < <br />LU � <br />coftui <br />0 <br />rN4 <br />0� <br />0=) <br />zom: <br />w <br />>. <br />a- <br />>- X: cn <br />< 1.- 0 <br />m 0 <br />CN <br />0 <br />2�m <br />Z&�o <br />z <br />w <br />w U- <br />Z <br />z <br />z <br />fn <br />_j <br />0 <br />z <br />< <br />z <br />z <br />w <br />ui <br />144- <br />_j <br />fl- <br />C) <br />> <br />LAST PLOT DATE <br />4_0 <br />I <br />z <br />0 <br />STRUCTURAL <br />_j <br />DETAILS <br />