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I 1 I I_ I I I III <br />— — --------- <br />(2) I- <br />2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />I I <br />(2) 2x HEADER TO SIT <br />2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE <br />SEE PLAN FOR HEADER SEE PLAN FOR SIZE <br />CONNECTION <br />2x DEAD WOOD @ MID <br />POINT w/ (3) 12d <br />TONEAILS SPACED <br />DOUBLE 2x TOP EVENLY <br />I I PLATE <br />I I HEADER FLUSH TO OUTSIDE OPTION <br />I I <br />L — — — — — — — — — — — — — — -J <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 />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2) l6d 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) 10 <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 />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 />�—ROOFTRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <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 />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 <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT <br />- 8" 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 />_ <br />J <br />17 <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 />20 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 />SCALE: N.T.S. <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 />1/2"X91/2" PLYWOOD—\ BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />:-w <br />'\Nffl\00\� <br />T O <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 NOT SHOWN <br />MOUNTING BASE SHOWN <br />FOR CLARITY SEE DETAIL <br />IN POSITION <br />GARAGE ENTRY FORM DETAIL <br />K/S4 <br />SEAT FOR BLOCK IS POURED <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />�8x8x16 C.M.U. <br />GARAGE DOOR_ TRACK MOUNTING BRACKET <br />TROWEL FINISH SEE <br />GENERAL NOTES <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />SLOPE FORWARD <br />CONNECTION ASSEMBLYi <br />FOR DRAINAGE <br />GARAGE FLOOR <br />.,, <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />, <br />SCALE: N.T.S. <br />° <br />SEE PLAN FOR FOOTING <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B 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 />rp <br />SHED FORWARD THIS DRAWING. <br />SCALE: N.T.S. <br />S4 <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 J <br />WALL <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8xl6 BLOCK <br />DOOR OPENING <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 KD <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 96-318" 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 />USS BOTTOM CHORD OR 2x4 <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />LBLOCKINGW/ 2-16d TOE NAILS <br />NOT TRANSFER LOAD. <br />EACH END <br />° <br />4 ° <br />WALL <br />° <br />° ° <br />DOOR STOP <br />v <br />° ° <br />Q <br />MOLDING <br />J2x <br />TOP PLATE <br />! <br />GARAGE <br />2-16d NAILS @ 24" O.C. OR <br />DOOR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2 x 6 P.T. <br />2x STUD @ 24" <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />2 P T PLATE <br />EQUAL @ 12" 0 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 />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />SIMPSON HETA20 w/ (9)10dxl 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. 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 />:,,SPLICE NAILS TOTAL) EA. SIDE OF <br />48. SPLICE STAGGERED <br />10d @ 8" O/C <br />A <br />STAGGERED FROM BOT. <br />ATTACH ALL J <br />EXTERIOR STUDS <br />­1SEE <br />A/S3 FOR <br />PLATE TO CONCRETE <br />DOOR TRACK <br />W/ 4)16d TOENAILS <br />REINF. INFO. <br />W/MOUNTING ANGLE <br />TO f6P PLATE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />NOTE: <br />BOTTOM SPLIC <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />PLATE LENGTHS MUST BE <br />OVER STUD <br />AT LEAST 4'-0" LONG. TYPICAL <br />TYPICAL INTERIOR NO N- <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 />sF fo�w <br />�N <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 />JACKS <br />I STUDS <br />JACKS <br />STUDS <br />SIMPSON <br />SIZE <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' j <br />(3) <br />(4) <br />(2) <br />(4) <br />(2) LSTA30 <br />SP4 SP2 I SIMPSON SP4 SP2 <br />2X STUDS @ 24" O.C. <br />/8"x10" "J" BOLT NAILED <br />@ 24" O.C. MAX. INTO <br />MIN. (2) PER TRANSOM <br />TRANSOM FRAMING FRAMING <br />BOTTOM PLATE X P T SEE SECTION AA/S1 <br />FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PLATE AND BB/S1 FOR <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 />O,oF� O�Q U.N.O. SEE N/S4 <br />�Vc ** HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />BEARING WALLS NOTED <br />P.T. BOT. PLATE WITHOUT UPLIFT <br />WALL HEADER DETAIL Q <br />SCALE: N.T.S. �S4 <br />ADDITIONAL DETAILS <br />N SP4 <br />RECESS <br />LINTEL <br />TRANSOM FRAMING <br />SEE SECTION AAIS1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />P <br />SIMPSON <br />SP4 —i <br />° <br />SIMPSON <br />SP2 <br />.:r <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP1 <br />SIMPSON SIMPSC <br />SP4 SP4 <br />SCALE: N.T.S. <br />SIMPSON SP4 <br />�2X <br />TOP PLATE <br />OVERLAPPING <br />—10d NAILS @ 6" <br />STAGGERED <br />t <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 />i (3285# SPF) <br />i (4065# SPF) <br />> (5665# SPF) <br />IS (6865# SPF) <br />N. 8" <br />PDXIED A.T.R. <br />I&NUT <br />'OXIED A.T.R. <br />I&NUT <br />DXIED A.T.R. <br />I & NUT <br />ROOF TRUSS ABOVE <br />2X BLOCKING <br />° I I <br />2X8 P.T. BOTTOM P TE C <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. B <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON C <br />SP4 <br />" <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 o BEYOND. <br />LPLYWOOD <br />o E SHEATHING <br />S4� L <br />B <br />• SIMPSON SP4 wl (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 />° <br />4 <br />AI TFRNATF: <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"x10" "J" BOLTS @ 24" O.C. MAX. <br />SCALE: N.T.S. <br />S4 <br />(MIN. (2) PER BOTTOM PLATE) <br />CD <br />���llllllll� <br />zo 0jwr-w <br />=JOv Oa3 Z <br />w0Z �0oP O <br />3U4� o'' Gzw <br />3gzua <br />jwmI <br />>PF�p Wz4 <br />O z <br />iOLL � Z FoQw <br />Z W y1 W Z <br />d�m�a� I— <br />Fa,� <br />w�Oip � <br />O W K LL <br />K mo <br />N K � W Q u- <br />Z W <br />map wC7Z�0 <br />(I-- wz -c w <br />w� U �wG W ✓. J <br />w= N d W K Q <br />= U= a H w w <br />V, <br />a� cc <br />U W N <br />` <br />rn ►Ln oo <br />U <br />mm (� W ;° <br />-- Z m c. c i <br />mmm oe a N <br />mmm W 'f In J <br />M Lu vi -'lo O w w <br />Z W N 0 N <br />F3a LL ^ ccliJ <br />Z < -I u :he <br />W w U � <br />X a z 3 <br />LAJ < LLJ <br />�; g <br />O �� z <br />1 <br />Lo <br />O <br />O <br />Z [V <br />0�N <br />14 <br />�(�MO <br />M <br />a�f0L" <br />a (n <br />aI° L' <br />rLcn <br />oC U O � <br />Q <br />Z <br />wJ <br />c:) <br />U) <br />0 U) <br />z J <br />.j < <br />LU <br />0 <br />0 <br />V z <br />U) <br />SCALE: AS NOTED <br />DATE : 05-07-2018 <br />SHEET NO. <br />S4 <br />