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II <br />I <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />I I <br />(2) 2x HEADER TO SIT <br />2x8 WALL BEYOND <br />/PLA <br />FLUSH2x6 OUTSIDE <br />SEE FOR HEADER <br />S EPLAN FOR <br />CONNECTION <br />I <br />2x DEAD WOOD @ MID <br />POINT w/ (3)12d <br />TONEAILS SPACED <br />DOUBLE 2x TOP <br />EVENLY <br />I I PLATE <br />HEADER FLUSH <br />TO OUTSIDE OPTION <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 />YAl�ES 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, S4 <br />12 <br />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 />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 />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. 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) 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 />�--ROOF 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 />� <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 21/4" <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 NOTCH LINTEL WHERE REQUIRED 7 <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / <br />A Q. <br /><. .AO A <br />8" STD. 90 HOOK g" <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 />'E <br />=lm <br />NOTES: <br />O 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 />O3 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 />CREATE A SOLID BASE FOR <br />1/2"X9 1/2" PLYWOOD <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />J <br />J <br />Q <br />_ <br />w <br />W <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 />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 />o <br />GARAGE DOOR TRACK <br />CONNECTION ASSEMBLY <br />GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />.- . . <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />- <br />SCALE: N.T.S. <br />a.. d <br />SCALE: N.T.S. <br />a e a a a.. <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING BI <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 />c <br />EXTERIOR <br />WALL <br />SOLID AREAS ARE <br />STEELAND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING <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 rD <br />SCALE: N.T.S. SA� <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 w' WALL <br />4 •' .i a DOOR STOP <br />c <br />; ''A ' MOLDING <br />d- — a <br />2x TOP PLATE GARAGE <br />V2-16d NAILS @ 24" O.C. OR 1 DOOR <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 />(TYP.) SEE ELEV. <br />PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <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 />' <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 />0/C FIELD <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 />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 />— 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 />k�ICE NAILS TOTAL) EA. SIDE OF <br />SPLICE STAGGERED <br />4! <br />STAGGERED FROM BOT. <br />/ "�� <br />ATTACH ALL <br />EXTERIOR STUDS <br />SEE A/S3 FOR <br />REINF. INFO. <br />PLATE TO CONCRETE <br />DOOR TRACK <br />W/MOUNTING ANGLE <br />W/ (4) 16d TOENAILS <br />TO f6P PLATE <br />• • <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />NOTE: BOTTOM SPLIC <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />PLATE LENGTHS MUST BE <br />OVER STUD <br />AT LEASTT-0" LONG. TYPICAL <br />TYPICAL INTERIOR NON- <br />BEARING WOOD FRAME WALL <br />TYPICAL GARAGE DOOR BUCK K <br />TOP PLATE SPLICE DETAIL <br />rM <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 />rc <br />t <br />Fp pOw <br />�4 <br />2x CRIPPLES @ —� <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />SIMPSON SP4 w/ (6) <br />10d x 1 1/2" AT EA <br />STUD (USE SP6 FOR <br />2x6 WALL, USE SP8 <br />FOR 2x8 WALL) <br />10d NAILS @ 8"—/ <br />O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <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 />T - 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 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 />• INTERIOR HEADER: <br />S4 (1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <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 />SIMPSON HTT4 TYP. <br />Op �A 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 />WALL HEADER DETAIL rQ <br />SCALE: N.T.S. S4 <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />A A <br />—y /8"x10" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION <br />2. <br />P <br />SIMPSON SP4 <br />�01 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />-RECESS <br />LINTEL <br />A. ' <br />C <br />C P.T. <br />-ATE <br />SIMPSON <br />SP4 <br />onviroviv orµ <br />SP2 <br />ouwroviv <br />10c <br />ST <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />SIMPSON <br />SP1 <br />SIMPSON- <br />SP4 <br />J <br />M. <br />• 2X8 P.T. BOTTOM P ATE <br />SIMPSON <br />SP2 <br />.f <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />C <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />SIMPSON <br />SP4 <br />10d NAILS 4" <br />SCALE: N.T.S. <br />3P4 <br />?X TOP PLATE <br />DVERLAPPING <br />NAILS @ 6" <br />\GGERED <br />3OLTS @ 24" O.C. <br />�X <br />ZX P.T. PLATE <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(2215# SPF) <br />i (3285# SPF) <br />i (4065# SPF) <br />i (5665# SPF) <br />IS (6865# SPF) <br />N. 8" <br />?OXIED A.T.R. <br />I&NUT <br />'OXIED A.T.R. <br />I&NUT <br />DXIED A.T.R. <br />I&NUT <br />C <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 @ 6" O.C. <br />STAGGERED A <br />STAGGERED <br />TRANSOM FRAMING <br />0 o BEYOND. <br />LPLYWOOD <br />o E SHEATHING <br />S4L f <br />e <br />• SIMPSON SP4 w/ (6) 10d x 1 12" <br />SIMPSON <br />(USE SP6 FOR 2x6 WALL, USE <br />PLYWOOD <br />SP1 SIMPSON <br />SP8 FOR 2x8 WALL) <br />SHEATHING <br />SIMPSON SP4 <br />• SIMPSON SP2 w/ (12) 10d NAILS MASONRY <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 />A <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 />D <br />FRAMING DETAILS ABOVE ENTRY <br />R <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />SCALE: N.T.S. <br />S4 <br />(MIN. (2) PER BOTTOM PLATE) <br />olII II111/11 <br />\\\� 1RANIK <br />N��N \C E <br />z. Gj. <br />8 <br />e0: NO ¢,23 <br />-' �' �ST'�1�`I � <br />W <br />0 • <br />OR 10 P �•Zk'��•. <br />NAL <br />u o <br />Z <br />2 Q O ¢ = J <br />goo^ ��o;� O <br />vo0rz0 W <br />Wz�o <br />>wmN w OR' <br />w i9 2 <br />wi <br />- m 9Z > > U >.7 <br />V) U <br />QRo° �a0z <br />LL g 0�n¢¢Ow <br />Q <br />F,Zw 2 Z,n ,.0 2—z <br />¢LL= m ¢ C3 <br />F=. LL f 2 r Q OF cL W V) <br />LL¢ O Q W g g= p 4i <br />m Z w w Z w Z m O <br />LL <br />u v_ Z� Z Z w S a <br />m p 0 w w w z z H O 0 <br />W <br />www cc>� <br />= U N o_ W K Q <br />uj <br />00 c-i N <br />J <br />J m0 N M l0 <br />In <br />10 <br />u u <br />Z m om-i -i .i <br />A� � m �p u <br />a n a <br />�R `�'¢cp <br />"mmm W 1_: p 'o'o �n Z <br />mmm W V) p w w Q <br />Z W o W 0 S= Y <br />0 0 <br />Lu <br />Z o o ? > <br />W x cj L <br />X a z r� o <br />LV vi S °o uj <br />u w <br />aQ <br />^o a ri z m <br />O`° QQ <br />1! <br />1% <br />O <br />Z O <br />N <br />o <br />> V) ro <br />�Ln fULLnn <br />2:N O LLn <br />a QLL,-. <br />fu <br />U fl- 0000 <br />.� <br />C <br />z <br />w0 <br />w <br />J O <br />O <br />d' <br />U) <br />O u) <br />z <br />ui <br />C) Z <br />10� <br />U) <br />SCALE : AS NOTED <br />DATE : 03-11-2019 <br />SHEET NO. <br />S4 <br />