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- - - - - - - - - - - - - <br />I (2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />I PLAN <br />(2) 2x HEADER TO SIT <br />2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE <br />I SEE PLAN FOR HEADER SEE PLAN FOR SIZE <br />CONNECTION <br />I I <br />2x DEAD WOOD @ MID <br />POINT w/ (3) 12d <br />DOUBLE 2x TOP TONEAILS SPACED <br />PLATE EVENLY <br />I HEADER FLUSH TO OUTSIDE OPTION <br />L- - - - - - - - - - - - - - - <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 1 <br />SCALE: N.T.S. S4 <br />12 <br />\�Np) SEE ELEV. <br />SIMPSON SP2 w/ (12)10d <br />NAILS AT EACH STUD <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 SPi 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 />W/ 8" EMBEDMENT <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90" 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 />GENERAL NOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" 0/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 <br />BLOCKING (TYP.) <br />PROOF TRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />VENT OR 2ND FLOOR <br />1/2" MINIMUM CEMENT FINISH <br />TYPICAL C.M.U. WALL <br />STANDARD 3" DIA. TEE <br />3/4" FURRING STRIPS <br />THREADED 3" DIA. EXTENSION <br />1/2" GYPSUM BOARD <br />SCREW OFF CAP (3" DIA.) <br />W/ DRYWALL SCREWS <br />FOR CLEAN -OUT <br />@ 8" O.C. OR 4d <br />MIN. EXTENSION FROM <br />DRYWALL NAILS <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 />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 <br />KNOCK-OUT— <br />BLOCKNOTCH LINTEL WHERE REQUIRED <br />W/ (1) #5 FOR CONCRETE PLACEMENT <br />4 <br />a <br />a <br />g <br />Q <br />a a a <br />a <br />g" STD. 90`HOOK 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 />1O 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 />O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />O 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" <br />FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />1/2"X91/2" PLYWOOD <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />J <br />\mEMEN�\ <br />T T <br />Lu <br />8 <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 />MOUNTING BASE SHOWN <br />IN POSITION <br />GARAGE ENTRY FORM DETAIL <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />�8x8x16 C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />GARAGE DOOR ROLLER <br />GARAGE DOOR TRACK <br />CONNECTION ASSEMBLY <br />.., GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />° <br />SCALE: N.T.S. <br />a a <br />SCALE: N.T.S. <br />a g a o <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 />7 5/8" 8" 7 5/8" 8" 7 5/8" 8" <br />INTERIOR <br />WALL <br />EXTERIOR <br />WALL <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING -�t <br />1ST 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" DOORJAMB WALL IS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRY LAYOUT D <br />SCALE: N.T.S. S4 <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 />LBLOCKING <br />USS BOTTOM CHORD OR 2X4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />W/ 2-16d TOE NAILS NOT TRANSFER LOAD. <br />EACH END WALL <br />Q d d <br />///'*- <br />w ° ° a DOORSTOP <br />MOLDING <br />a <br />2x TOP PLATE T GARAGE <br />2-16d NAILS @ 24" O.C. OR 1DOOR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING 2 x 6 P.T. <br />2x STUD @ 24" <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 <br />PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />(TYP) SEE ELEV. <br />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 />, <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING (TYP.) <br />O/C FIELD <br />- <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />= __ <br />SIMPSON HETA20 w/ (9) 10dx1 1/2" <br />- <br />NAILS AT EA. TRUSS VERTICAL WEB <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <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. BLOCKmpl— <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <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 10d @ 3" O.C. (14 <br />SPLICE u� / iNAILS TOTAL) EA. SIDE OF <br />�5fqo SPLICE STAGGERED <br />• M <br />STAGGERED FROM BOT. <br />"�� <br />ATTACH ALL J <br />EXTERIOR STUDS <br />SEE A/S3 FOR <br />PLATE TO CONCRETE <br />DOOR TRACK <br />W/ (4) 16d TOENAILS <br />REINF. INFO. <br />W/MOUNTING ANGLE <br />TO TOP PLATE <br />a <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />NOTE: <br />BOTTOM SP ICUD <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />PLATE LENGTHS MUST BE <br />OVER STT <br />AT LEAST 4'-0" LONG. TYPICAL <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL J <br />TYPICAL GARAGE DOOR BUCK K <br />TOP PLATE SPLICE DETAIL <br />M <br />SCALE: N.T.S. S4 <br />SCALE: N.T.S. S4 <br />SCALE: N.T.S. <br />S4 <br />F= 2240 LBS <br />SIMPSON SIMPSON <br />SIMPSON <br />C <br />2x( <br />16" <br />TOE <br />SIM <br />10d <br />STL <br />2x6 <br />FOF <br />101 <br />0/I <br />DC <br />CF <br />TY <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 />SIMPSON <br />EA END <br />EA END <br />EA END <br />EA END <br />V - 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 />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 />@ 12" O/C EACH FACE OR <br />3-ROWS 12d NAILS STAGGERED <br />@ 12" O/C FOR 2"x10" OR <br />GREATER HEADER <br />(2) 2x HEADER SEE PLAN <br />1 • INTERIOR HEADER: <br />54 (1) 2x SILL PLATE W/ (2) <br />12d TOENAI LS <br />BOX HEADER • EXTERIOR HEADERS: <br />ONLY (1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />• OPENING LARGER THAN 4 FT: <br />(2) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6)10d x 1 1/2" EACH <br />SIDE <br />'�'-2x STUDS TYP. <br />p SIMPSON HTT4 TYP. <br />U.N.O. SEE N/S4 <br />HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />BEARING WALLS NOTED <br />P.T. BOT. PLATE WITHOUT UPLIFT <br />WALL HEADER DETAIL rQ <br />SCALE: N.T.S. S4 <br />SP4 SP2 SIMPSON SP4 SP2 <br />2X STUDS @ 24" O.C. <br />Eo <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />P.T. <br />ATE <br />SIMPSON <br />SP4 -� <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />SIMPSON <br />SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />RECESS <br />LINTEL <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />SIMPSON <br />SPi <br />SIMPSC <br />SP4 <br />SCALE: N.T.S. <br />SIMPSON SP4 <br />2X TOP PLATE <br />OVERLAPPING <br />-10d NAILS @ 6" <br />STAGGERED <br />61 <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 />(2215# SPF) <br />3 (3285# SPF) <br />i (4065# SPF) <br />3 (5665# SPF) <br />)S (6865# SPF) <br />N. 8" <br />PDXIED A.T.R. <br />Z&NUT <br />'OXIED A.T.R. <br />i&NUT <br />OXIED A.T.R. <br />i&NUT <br />2X8 P.T. BOTTOM P TE <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. B <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON C <br />SP4 <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 A 10d NAILS @ 6" O.C. <br />STAGGERED STAGGERED <br />TRANSOM FRAMING <br />0 0 BEYOND. <br />PLYWOOD <br />o E SHEATHING <br />S4 <br />B <br />• SIMPSON SP4 w/ (6) 10d x 1 12" <br />SIMPSON <br />(USE SP6 FOR 2x6 WALL, USE <br />PLYWOOD <br />Spi SIMPSON <br />SP8 FOR 2x8 WALL) <br />SHEATHING <br />SP4 <br />• SIMPSON SP2 w/ (12) 10d NAILS MASONRY <br />SIMPSON <br />• SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW <br />5/8"X10" J-BOLTS @ 24" O.C. <br />SP4 <br />MAX. (MIN. (2) PER BOTTOM <br />PLATE) <br />ALTERNATE: <br />5/8" DIA. ATR EPDXIED <br />° 2X8 P.T. BOTTOM <br />MIN. 6" INTO BOND BEAM <br />PLATE <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY <br />rR <br />5/8"xl0" "J" BOLTS @ 24" O.C. MAX. <br />SCALE: N.T.S. <br />54 <br />(MIN. (2) PER BOTTOM PLATE) <br />,s�®�i <br />®`%�®a1a <br />...... <br />O <br />poi aa® <br />w <br />Zo ow <br />_¢0 0ali2 J <br />a�- z <br />O O z � 0 O 0 0� 0 <br />V n a H z W <br />wZ5� 35z=a oc <br />O O K Z O a� <br />o� az <br />=oLLo Z�aaow � <br />�zw= nwgR <br />aLL�� aim a� F- <br />F�LL � E (� <br />w�2=o p' <br />�zz Zw>0z O <br />w c� �., z - u. <br />>00 w wz F-0 ui <br />� J <br />W w <br />2UWOE <br />Q <br />m r- <br />dLo N <br />m N m <br />o u1 o0 <br />-- Z M W W <br />a a <br />tititi W 2 � � -� <br />uiLn o . MO w w <br />W � N <br />,Zn 00 <br />LL (� Q Y w <br />V <br />Z <br />Z a � -i <br />Lu wUoo <br />�Xaz` 3 <br />Lu '; g a w <br />w ^o a z <br />O ' a <br />1 <br />O <br />O <br />Z (V <br />0(DN <br />1­4O <br />r>ur)m <br />fM <br />Q -p r.n <br />� <br />O <br />Q a) -9 <br />cn <br />la� U M '--r <br />C 0000 <br />Q <br />cv <br />Z <br />w <br />J C) <br />U) <br />ui <br />o� <br />ui <br />M <br />V Z <br />Q <br />SCALE : AS NOTED <br />DATE : 05-07-2018 <br />SHEET NO. <br />S4 <br />