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2x6 / 2x8 WAL <br />BEYOND SEE PLA <br />FOR HEADER <br />CONNECTION <br />N <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />L PLAN <br />'I <br />(2) 2x HEADER TO SIT <br />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 />y' V <br />EVENLY <br />HEADER FLUSH TO OUTSIDE OPTION <br />"OUBLE 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 />Y4RIES O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. SLI <br />12 <br />\�(TYP) SEE ELEV. <br />SIMPSON SP2 w/ (12) 10d <br />NAILS AT EACH STUD <br />CRICKET AS REQUIRED <br />I I <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2)16d TO II <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 />518" 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 />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 />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 />SCALE: N.T.S. <br />MOUNTING BASE SHOWN <br />IN POSITION <br />—2x6 MOUNTING BASE <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 />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. Sq <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW B <br />S4 <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT <br />•• <br />. - �- ' • � � • • <br />•� <br />III■"N <br />��III <br />�IiBI <br />IIII <br />��III� <br />ICI <br />�IIII <br />IIII�' <br />■�III'i <br />Ili <br />■�I�� <br />III■ <br />I <br />IH <br />IRII� <br />NOTES: <br />C 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 />O 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 />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 DOOR <br />GARAGE DOOR ROLLER <br />CONNECTION ASSEMBLY <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. ° aE5f° <br />a a <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 />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" DOORJAMB WALL IS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRY LAYOUT(2� <br />SCALE: N.T.S. S4 <br />SFF10, o� <br />N <br />2x CRIPPLES @ <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />4 / <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8xl6 BLOCK <br />DOOR 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 />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 />a <br />iARAGE <br />IOOR <br />.—Ix <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 />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 />4'- 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 />SIMPSON SP w (6) <br />\—(2) 2x HEADER SEE PLAN <br />10d x 1 1/2" AT EA <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 />O/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 />00t SIMPSON HTT4 TYP. <br />O,o OR U.N.O. SEE N/S4 <br />FN�tiG ** HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />P.T. BOT. PLATE BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />INTERIOR WALL HEADER DETAILrQ <br />SCALE: N.T.S. S4 <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 BARRIER <br />SIMPSON SP2 w/ (12)10d <br />' <br />NAILS AT EACH STUD <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET AS <br />FASTENED TO TRUSSES WITH 8d <br />REQUIRED <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING (T ) <br />O/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/ (8) 10dx1 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />• <br />IN KO BLOCK AT EA. STUD <br />-- <br />MAIN SPAN <br />ROOF TRUSS <br />MOISTURE BARRIER <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. 900 HOOK IN K.O. BLOCK <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />_ SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />N G <br />� /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 />0 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <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 />NAILS TOTAL) EA. SIDE OF <br />�.,SPLICE <br />48„ SPLICE STAGGERED <br />MAN <br />O/STD. �10d @ 8" O/C <br />ATTACH ALL -' <br />EXTERIOR STUDS <br />W/ (4 16d TOENAILS <br />TO TbP 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. �'14� <br />F= 2240 LBS <br />SIMPSON rc <br />G <br />( P.T. <br />_ATE <br />SIMPSON <br />SP4 <br />011iraUN a14 <br />SP2 <br />SIMPSON <br />— <br />SIMPSON <br />SP1 <br />SIMPSON <br />SP4 <br />10� <br />ST <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />LINTEL <br />NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SIMPSON SP4 <br />-J- <br />M <br />2X8 P.T. BOTTOM P ATE <br />SIMPSON <br />SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP1 SIMPSON <br />RECESS SIMPSONSP4 <br />LINTEL <br />a a. <br />OD <br />LBLOCKING <br />USS BOTTOM CHORD OR 2x4 <br />W/ 2-16d TOE NAILS <br />EACH END <br />w <br />v <br />z< <br />2x TOP PLATE '- U) <br />/�_7 <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 />STAGGERED FROM BOT, <br />SEE A/S3 FOR <br />PLATE TO CONCRETE <br />REINF. INFO. <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL Kj <br />SCALE: N.T.S. S4 <br />SP4 <br />2X TOP PLATE <br />OVERLAPPING <br />1 NAILS @ 6" <br />�GGERED <br />3OLTS @ 24" O.C. <br />\X <br />2X P.T. PLATE <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. B <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON <br />SP4 <br />�10d NAILS @ 4" rASTAGGERED <br />2X8 P.T. BOTTOM <br />PLATE <br />5/8"x 10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />-PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" �- <br />O/C BOUNDARIES 6" O/C EDGES <br />& 8" O/C FIELD <br />• SIMPSON SP4 w/ (6) 10d x 1 12" <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />3 (4565# SPF) <br />3 (5645# SPF) <br />3 (6970# SPF) <br />)S (9335# SPF) <br />N. 8" <br />PDXIED A.T.R. <br />2&NUT <br />'OXIED A.T.R. <br />i&NUT <br />OXIED A.T.R. <br />2&NUT <br />ROOF TRUSS ABOVE <br />2X BLOCKING <br />O <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 />MAR 2 5 2023 <br />/ Virtual Review Assist, Imo. <br />Plans Review completed and app d <br />N� 10d AfLi04CR with the 2020 F C h Editi( <br />STAGGEREDhy Debra Anne Klahr PX2300 <br />TRANSOM FRAMING <br />BEYOND. <br />LPLYWOOD <br />SHEATHING <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. PER BOTTOM <br />PLATE) <br />ALTERNATE: <br />_�_l <br />5/8" DIA. ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY <br />SCALE: N.T.S. <br />N <br />N <br />O <br />N <br />_k <br />- <br />Lo <br />r F <br />p <br />00 <br />Lo <br />s•s p rk� <br />.j <br />A <br />w <br />z <br />Q <br />o NLoN E <br />`'oo 0 <br />W L <br />M C14 ti <br />�c <br />N <br />co <br />co <br />}t ' <br />o V W M <br />E� r o <br />� B o <br />TS1 •� Q O o O Q <br />QLU <br />n` <br />W L C, � `2 <br />�0 ��a-0 <br />V,. <br />W <br />C7 LJJ <br />ouj cn w0� <br />wmo <br />f- Q W rt Q~ z0� z <br />��� <br />Fa- V <br />~ <br />JcO��cnLL0 LL <br />z <br />oU)OWOzOE2Oo-mjzcz 0 <br />a zi <br />O z <br />7)Ww cn �¢ <br />IL <br />Q�WOg��ZgWp�o�Q <br />o 0Qz� <br />oW <br />tL¢ O Qlt <br />O <br />O <br />Z <br />Uj <br />0 <br />SQ 5 P, <br />z <br />o <br />-O <br />01ce) <br /><C�MLo <br />2 co LL_ti <br />z <br />< Uj < Lq <br />��<oo <br />Z <br />WZ0 <br />W <br />O <br />J O <br />N <br />I <br />I <br />I <br />I <br />I <br />0 <br />N <br />N <br />0 <br />N <br />N <br />N <br />N <br />N <br />m <br />C)ti <br />N <br />N <br />O <br />C)co <br />C) <br />CD <br />� <br />O <br />� <br />� <br />o <br />i <br />I <br />i <br />I <br />i <br />I <br />' <br />Z <br />0 <br />NLo <br />W <br />000a <br />N <br />M <br />4 <br />M� <br />} <br />zz <br />�./ <br />w <br />OQ <br />-�--+ <br />w <br />z <br />0 <br />cmV <br />WOO <br />VUo <br />- <br />Dz5 <br />Lo -0 <br />0 <br />25 <br />ory <br />Q <br />z <br />air <br />�WQ <br />N <br />(D�F-w <br />N <br />Of <br />ODO <br />oU) <br />W <br />¢�� <br />• <br />Q <br />0 <br />z <br />'— <br />(� <br />_0 <br />a z <br />Z" <br />�z <br />C.) <br />J <br />O <br />z <br />Q <br />z <br />z <br />w <br />LLI <br />J <br />CN <br />O <br />0 <br />LAST PLOT DATE <br />O <br />z 0 <br />STRUCTURAL <br />DETAILS <br />-r- i 11..,, 1 �l"Rid i� Pam:. F;.ii�. <br />