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12 <br />'z(TYP)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 />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />2x6 / 2x8 WALL PLAN <br />BEYOND SEE PLAN <br />FOR HEADER (2) 2x HEADER TO SIT <br />CONNECTION i FLUSH TO THE OUTSIDE <br />i SEE PLAN FOR SIZE <br />2x DEAD WOOD @ MID <br />POINT w/ (3) 12d <br />TONEAILS SPACED <br />V EVENLY <br />HEADER FLUSH TO OUTSIDE OPTION <br />r— DOUBLE 2x TOP <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) 10d @ 8" <br />VARIES O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL 1 <br />SCALE: N.T.S. S4 <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 />II 2x CLOSURE WALL W/ <br />II STUDS @ 16" O.C. W/ <br />(3)10d TOENAILS T&B <br />AS REQ'D <br />2x BLOCKING @ MID <br />POINEVERY OTHER <br />F�tp STTUDTW/ (3) Od NAIL <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/AMA <br />W! 8" EMBEDMENT <br />8"X8"X16" K.O. BLOCK W/ 1 AND FILLED SOLID W/GROU1 #5 VERT. IN CONC. FILLED <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 />BLOCKING (TYP.) <br />I—ROOFTRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />LSEE PLAN FOR FOOTING <br />DIMENSIONS <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 />SCREW OFF CAP (3" DIA.)—� <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 />112" GYPSUM BOARD <br />W/ DRYWALL SCREWS <br />@ 8" O.C. OR 4d <br />DRYWALL NAILS <br />TO DRAIN <br />WALL CLEAN -OUT q <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 g <br />S4 <br />KNOCK OUT_ <br />UT NOTCH LINTEL WHERE REQUIRED <br />BLOCK Wl (1) #5 FOR CONCRETE PLACEMENT J <br />•. <br />. - • • <br />� _ <br />.. •- • . • <br />I <br />MEN <br />■■III <br />Milli <br />IIII� <br />■■!II <br />Ili■■ <br />�IlII <br />IIII� <br />■■III <br />PRIME <br />Milli <br />I!!I� <br />■■ICpr <br />III■■ <br />�IIII <br />IIII� <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 />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" FORM CONCRETE INSET TO <br />1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR <br />BLOCK WALL ABOVE, <br />SCRAP MATERIAL <br />MOUNTING BASE SHOWN <br />IN POSITION <br />-2x6 MOUNTING BASE <br />J <br />_ 9 <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 />GARAGE ENTRY FORM DETAIL <br />�8x8x16 C.M.U. GARAGE DO <br />GARAGE DOOR ROLLER <br />CONNECTION ASSEMBU <br />�- GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />TRACK MOUNTING BRACKET <br />GARAGE DOOR TRACK <br />SCALE: N.T.S. 7 d <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" 7 518" 8" 7 5/8" 8" <br />INTERIOR <br />WALL <br />CL <br />EXTERIOR <br />WALL <br />1ST COURSE 2ND COURSE 3RD COURSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE <br />COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB 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 />sFFA �O�L <br />�N <br />2x CRIPPLES @ <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />SIMPSON SP4 ! 6 <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING -CL <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 />2x6P. <br />J-BOLT <br />TRACK <br />BRACKET <br />fOP <br />I <br />9ARAGE <br />1OOR <br />vwn i nnvr� <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 K <br />SCALE: N.T.S. S4 <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 />STUDS <br />JACKS <br />STUDS <br />SIZE <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 />4' - 9' <br />(2) <br />1 (3) <br />(2) <br />(2) <br />1 (1) LSTA30 <br />9'-16' <br />(3) <br />1 (4) <br />(2) <br />(4) <br />1 (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 />1� GREATER HEADER <br />) <br />\—(2) 2x HEADER SEE PLAN <br />10d x 1 1/2" AT EA( <br />1 <br />STUD (USE SP6 FOR <br />• INTERIOR HEADER: <br />2x6 WALL, USE SP8 <br />S4 <br />(1) 2x SILL PLATE W/ (2) <br />FOR 2x8 WALL) <br />12d TOENAILS <br />BOX HEADER <br />. EXTERIOR HEADERS: <br />10d NAILS @ 8" <br />ONLY <br />(1) 2x SILL PLATE W/ (2) <br />0/C TYP. <br />12d TOENAILS <br />DOUBLE 2x <br />• OPENING LARGER THAN 4 FT: <br />CRIPPLE STUD <br />(2) 2x SILL PLATE w/ SIMPSON <br />TYPICAL (U.N.O.) <br />LS30 w/ (6)10d x 1 1/2" EACH <br />SIDE <br />2x STUDS TYP. <br />00 <br />SIMPSON HTT4 TYP. <br />Op O,Q <br />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 />INTERIOR WALL HEADER DETAIL rQ <br />SCALE: N.T.S. S4 <br />d' <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24-0 C. <br />0 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />a. <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />12 TRUSSES @ 24" O/C <br />TYP) SEE ELEV. 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 W/ <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 BARRIE <br />SIMPSON SP2 w/ (12)10d \ �� <br />NAILS AT EACH STUD \� <br />1/2" EXTERIOR GRADE SHEATHING CRICKET AS <br />FASTENED TO TRUSSES WITH 8d REQUIRED <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" 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 />IN KO BLOCK AT EA. STUD MAIN SPAN <br />MOISTURE BARRIER ROOF TRUSS <br />UPLIFT CONNECTOR <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 900 HOOK IN K.O. BLOCK <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <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 10d @ 3" O.C. (14 <br />SPLICE NAILS TOTAL) EA. SIDE OF <br />. 48. SPLICE STAGGERED <br />/-10d @ 8" O/C <br />ATTACH ALL J <br />EXTERIOR STUDS <br />W/ 4 16d 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 rM <br />SCALE: N.T.S. S4 <br />F= 2240 LBS �7 <br />SIMPSON C <br />SIMPSON SP4 3P2 <br />P.T: <br />ATE <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />SIMPSON SIMPSON <br />SP4 SP2 <br />..r <br />-NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />Sp1 SIMPSON <br />11r/SIMPSON SP4 <br />SP4 <br />NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />SIMPSON <br />SP1 <br />SIMPSC <br />SP4 <br />EBLOCKING <br />USS BOTTOM CHORD OR 2x4 <br />W/ 2-16d TOE NAILS <br />EACH END <br />W <br />U <br />2x TOP PLATE V <br />g U) <br />2-16d NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x STUD @ 24" <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />SEE A/S3 FOR <br />STAGGERED FROM BOT. <br />PLATE TO CONCRETE <br />REINF. INFO. <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL j <br />SCALE: N.T.S. S4 <br />SIMPSON SP4 <br />�2X <br />TOP PLATE <br />OVERLAPPING <br />—10d 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 />i (4565# SPF) <br />> (5645# SPF) <br />> (6970# SPF) <br />S (9335# SPF) <br />N. 8" <br />DOXIED 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 />d 2X8 P.T. BOTTOM P TE C <br />5/8"xl0" "J" BOLT @ 24" O.C. MAX. B <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON C <br />SP4 <br />c <br />2X8 P.T. BOTTOM <br />PLATE <br />UU <br />5/8"xl0" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <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 />• ° ° BEYOND. <br />-PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES c E SHEATHING <br />& 8" O/C FIELD <br />S4 <br />o <br />o <br />• SIMPSON SP4 w/ (6) 10d x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE PLYWOOD <br />SP8 FOR 2x8 WALL) SHEATHING <br />• SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. <br />• SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM <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 />MAR 0 9 2023 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Editio <br />by Debra Anne Klahr PX2300 <br />SCALE: N.T.S. <br />�I <br />o <br />N <br />o <br />- <br />i rr <br />00 <br />LO <br />re • f;= ¢ <br />W <br />O,, ,.;,- :r <br />0 <br />.� <br />W <br />o' <br />0 <br />z <br />_W a. 10 C,U <br />Ch a 6 <br />M "�+7'7 N <br />} <br />-0 70 w M <br />u <br />C: 4 r <br />p �8 <br />Q <br />�•� <br />0 <br />.fi r w 0 <br />0 c <br />n` <br />L <br />W 0 E� m <br />a <br />�� <br />W <br />Of (D W <br />Dui vj WOH <br />W�'Q x�� xQ zw z <br />QO��<O 1��LL000_j0 <br />Q Q U <br />=�x z��oz��°tea~ <br />'a W09ozORoOmZz 0 <br />C) 0 0 <br />o z <br />�Oa>ZYoZzU-cc 0LU <br />¢ow°W �-�w°Q <br />OQ <br />I- U_ <br />rm� <br />O <br />O <br />N <br />O Lu <br />n <br />Z <br />(n I C) <br />0-4 O <br />Q to Ln <br />J <br />1-- ace <br />d ,M-•i <br />} <br />Q Q 0o <br />Z � F— <br />Z <br />W <br />�� <br />mi <br />CV <br />N <br />O <br />CV <br />1 <br />O <br />CV <br />O <br />O <br />o6 <br />M <br />(fl <br />� <br />00 <br />�— <br />00 <br />T— <br />O <br />04 <br />C) <br />C)vV <br />O <br />CV <br />O <br />N <br />O <br />N <br />O <br />CV <br />O <br />CV <br />O <br />CV <br />O <br />N <br />O <br />CV <br />O <br />O <br />1 <br />O <br />— <br />O <br />— <br />O <br />O <br />CV <br />v- <br />Ch <br />O <br />co <br />C)0 <br />d <br />•- <br />0 <br />6 <br />0 <br />6 <br />0 <br />O <br />O <br />CV <br />0 <br />NU-) <br />E <br />CD <br />> <br />CD <br />N(e)V-LO(0I-- <br />C:) <br />0 <br />0 <br />0 <br />0 <br />Cr <br />M (f� <br />Z Z <br />Z o <br />vV <br />W <br />W <br />W N <br />() <br />Q O <br />Q <br />Vo�o <br />Q <br />O <br />XWM <br />Z <br />zW~� <br />�� <br />g <br />=m=Z <br />Z J <br />Q <br />5. <br />2Zof <br />TI <br />0-ZZ <br />D <br />agW <br />Z y'_1 <br />LnZ <br />Q ZO <br />Z <br />H U <br />a <br />OV <br />MM� <br />W <br />� <br />z <br />Q <br />Z <br />Z <br />W <br />W <br />N <br />LAST PLOT DATE <br />>co <br />Nov. 30, 22 <br />Q z <br />STRUCTURAL <br />J <br />DETAILS <br />