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(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 <br />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 />Efj <br />2x BOTTOM PLATE W/ (1) 1 Od @ 8" <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. S4 <br />SEE ELEV. <br />�(T_y P) <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 />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) 101 <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 />90A <br />STD. HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL <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 />TRUSSABOVE <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) 1 Od NAILS <br />BLOCKING (TYP.) <br />\--ROOFTRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />-.% ND 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 <br />SCALE: N.T.S. <br />�, �4 <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW <br />KNOCK OUT <br />BLOCK _W/ (1 NOTCH LINTEL WHERE REQUIRED <br />)#5 \ FOR CONCRETE PLACEMENT <br />Imoo <br />I <br />MEN <br />Milli <br />liiim <br />NEIII <br />I <br />INN <br />NEW <br />v <br />MEN <br />Milli <br />M! <br />MEN <br />NOTES: <br />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 />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 />SCALE: N.T.S. <br />INI'il� <br />WIDTH OF OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. <br />SCRAP MATERIAL-\ <br />_j <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 />MOUNTING BASE NOT SHOWN <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />FOR CLARITY SEE DETAIL <br />MOUNTING BASE SHOWN <br />IN POSITION <br />K/S4 <br />GARAGE ENTRY FORM DETAIL <br />SEAT FOR BLOCK IS POURED <br />x6 MOUNTING BASE <br />SCALE: N.T.S. <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />x8x16 C.M.U. <br />GARAGE DOOR RACK MOUNTING BRACKET <br />TROWEL FINISH SEE <br />...... ... : <br />GENERALNOTES <br />­ . ..... <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 />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />4 <br />EE PLAN FOR FOOTING <br />__"�POURED CONCRETE 13ASE FOR bOTTOM OF MOUNT[ 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 />SHED FORWARD THIS DRAWING. <br />SCALE: N.T.S. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />2x TOP PLATE <br />INTERIO <br />WALL <br />EXTERIOF <br />WALL <br />7 5/8,, 8" <br />7 5/8,1 8" <br />7 5/8" 8" <br />A <br />I <br />v <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />DOOR OPENING <br />11 <br />DOOR OPENING <br />- <br />I <br />I <br />I Lw <br />mi <br />Fff <br />1 <br />v <br />1ST COARSE 2ND COARSE 3RD COARSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRYLAYOUT rD <br />SCALE: N.T.S. � �4 <br />30LID AREAS ARE <br />3TEEL AND GROUT <br />�ULL 8x8xl 6 BLOCK <br />)OOR 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 />TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. <br />@ EACH END WALL <br />DOOR STOP <br />4 <br />Lu MOLDING <br />=(2� <br />GARAGE <br />'\�2-16d NAILS @ 24" O.C. OR I/— DOOR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING 2 x 6 P.T. <br />v <br />2x STUD @ 24" <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />EQUAL @ 12" O <br />C <br />2x P <br />T <br />PLATE <br />SEE TYPICAL WALL SECTION <br />12 <br />PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />:WP) SEE ELEV. <br />,(T:y �-) <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />DOUBL P.F.TOPPLATE <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 wl (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 (TYP.) <br />OIC FIELD <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />SIMPSON HETA20 w/ (9) 1 0dx1 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />IN KO BLOCK AT EA. STUD <br />L MAIN SPAN <br />MOISTURE BARRIER -Z <br />ROOFTRUSS <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----- H I <br />W/ STD. 90* HOOK IN K.O. BLOCK <br />5�a_ <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/ (112) 16d NAILS <br />TOP 2 ROWS 1 Od @ 3" O.C. (14 <br />SPLICE -7 <br />/"�NAILS TOTAL) EA. SIDE OF <br /><8,, SPLICE STAGGERED <br />1 Od @ 8" OIC <br />46;1' <br />u \ Lk <br />. <br />. <br />STAGGERED FROM BOT. ATTACH ALL <br />SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS <br />PLATE TO CONCRETE W/ �816d TOENAILS <br />REINF. INFO. W/MOUNTING ANGLE <br />TO P PLATE <br />2 <br />1! a . . 4 1 <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />NOTE: <br />BOTTOM SPLIC <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TYPICAL INTERIOR NOW <br />BEARING WOOD FRAME WAL <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 @ 811 <br />O/c TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />j TYPICAL GARAGE DOOR BUCK � �K TOP PLATE SPLICE DETAIL M <br />SCALE: N.T.S. SCALE: N.T.S. <br />SCALE: N.T.S. 1 <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 />I STUDS <br />JACKS <br />STUDS <br />SIMPSON <br />EA END <br />EA END <br />EA END <br />EA END <br />11 - 4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />4' -91 <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 L PLAN NOTES FOR <br />REQUIRED CONNECTION <br />2-ROWS 12d NAILS STAGGERED <br />@ 12" O/C EACH FACE OR <br />@ 12" O/C FOR 2"xl 0" OR <br />3-ROWS 12d NAILS STAGGERED <br />GREATER HEADER <br />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER: <br />\_(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER 9 EXTERIOR HEADERS: <br />ONLY (1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />0 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 />�ilo '-2x STUDS TYP. <br />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 <br />SCALE: N.T.S. <br />�4 <br />\ � <br />F= 2240 LBS ---- <br />SIMPSON SIMPSON SIMPSON <br />nc <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />P.T. <br />ATE <br />SiMPSON SP4 <br />SP2 <br />oliviroON <br />\\-NAILED <br />TRANSOM FRAMING <br />INTO <br />TRANSOM <br />FRAMING <br />10 <br />ST <br />SEE SECTION AA1S1 <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />SIMPSON <br />spi <br />RECESS <br />SIMPSON <br />SP4 <br />SIMPSON­__ <br />SP4 <br />J- <br />M <br />LINTEL <br />1 <br />1 <br />- <br />:: . <br />11 -�. <br />D <br />—:) <br />I I <br />2X8 I P.T. BOTTOM PrE <br />I I <br />SIMPSON SIMPSON <br />SP4 SP2 <br />-1 <br />6 k: <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />\\­5/8"x1()" "J" BOLT @ 24" O.C. MAX. <br />C <br />(MIN. (2) PER BOTTOM PLATE) <br />SCALE: N.T.S. <br />SP4 <br />2X TOP PLATE <br />OVERLAPPING <br />NAILS @ 6" <br />%GGERED <br />3OLTS @ 24" O.C. <br />v <br />2X P.T. PLATE <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(2215# SPF) <br />(3285# SPF) <br />(4065# SPF) <br />(5665# SPF) <br />IS (6865# SPF) <br />N. 8" <br />PDXIED A.T.R. <br />t & NUT <br />'OXIEDA.T.R. <br />t & NUT <br />OXIED A.T.R. <br />t & NUT <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/0) <br />#5 CONT. & <br />FILLED <br />5/8"X 10" J-BOLTS <br />- <br />@ 2'-0" O.C. <br />MASONRY WALL <br />SIMPSON <br />S <br />P4 <br />1 Od NAILS @ 4" <br />10d <br />A NAILS @ 6" O.C. <br />STAGGERED STAGGERED <br />0 TTRANSOM FRAMING <br />BEYOND. <br />- <br />LPLYWOOD <br />SHEATHING <br />I <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 />Sim pSO�N <br />SIMPSON SP1 W/ (10) 10d NAILS WALL BELOW <br />0-1 5/8"X1 0" 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 />5/8"00" "J" BOLTS @ 24" O.C. MAX. <br />SCALE: N.T.S. <br />S4 <br />(MIN. (2) PER BOTTOM PLATE) <br />4:�j . 15'� *:-' <br />, : �A <br />%31f . 0- <br />uj cc: < <br />c): Z Z: <br />e jo� <br />-z z <br />�'n 'o r-% <br />1, o' oz a Lu <br />z< <br />Z' '-I <br />E 3 <br />0, Ro 2 Z� in <br />E;eg 5 wz 2i >z T -Z 0 <br />2 = LL <br />0 O�<t- <br />Z �;i z <br />z <br />cc > <br />w cc = < <br />w 1.1 <br />t w Ln <br />w <br />00 r_1 <br />w N <br />_3 rn (14 m <br />�q cn Ln 00 <br />fn 3t ft <br />Ln <br />M, Z "n uj uj <br />mm cl� <br />v! <br />mmm R fN <br />, L' _r <br />C" M' "m uujj -'o '.' � U-j uj <br />z 0 <br />u.j _j 00 3: <br />0 U_ tn <br />uj <br />Z <br />0 2 <br />z 00 u <br />ui u <br />x _.j <br />Z < uj <br />Lu o- <br />0- <br />0 'D z <br />c) <br />C) <br />0 <br />Z> <br />(7 42, c) <br />P" = ko <br />e-, <br />v) m <br />m Ln <br />"o <br />9 (n <br />V) <br />X (1) Ln <br />LL <br />z <br />>' - <br />u M <br />a. co <br />E <br />z § <br />wz <br />C:) IT <br />UJI 0 <br />kD <br />mi <br />U) <br />ui <br />0 u) <br />z j <br />ui <br />z <br />< <br />U) <br />SCALE AS NOTED <br />DATE 01-17-2019 <br />SHEET NO. <br />S4 <br />