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2x6 2x8 WALL <br />BEYOND SEE PLAN <br />FOR HEADER <br />CONNECTION <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />_>_ C:::: <br />(2) 2x HEADER TO SIT <br />V <br />FLUSH TO THE OUTSIDE <br />SEE PLAN FOR SIZE <br />z <br />-----2x DEAD WOOD @ MID <br />POINT w/ (3) 12d <br />TONEAILS SPACED <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 />VARIEr- 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. <br />12 <br />SEE ELEV. <br />,�,:(T:y 7P) <br />SIMPSON SP2 W/ (12) 1 Od <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 W1 (10) 10d <br />NAILS AT EACH STUD <br />2x P.T. PLATE <br />5/8" x 10" "J" BOLT @ 24" 0/ ' C MAX <br />W/ 8" EMBEDMENT <br />8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. <br />IT <br />AND FILLED SOLID W/GROUT <br />I LL W/ <br />1 #5 VERT. IN CONIC. FILLED CELL W/ <br />S 90A C <br />TD. HOOK IN K.O. BLOCK - j <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 @ 116"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) 1 Od TOENAILS T&B <br />AS REQ'D <br />-2x BLOCKING @ MID <br />POINT EVERY OTHER <br />STUD W/ (3) 10d NAILS-1;:,�-_ <br />BLOCKING (TYP.) <br />\---ROOF TRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />4 SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <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 BOA <br />W/ DRYWALL SCR :WDS <br />@ 8" O.C. OR 4d <br />DRYWALL NAILS <br />DRAIN <br />WALL CLEAN -OUT <br />SCALE: N.T.S. <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW <br />S4 <br />KNOCK-OUT— <br />)#5 NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1 <br />FOR CONCRETE PLACEMENT 7 <br />F_J U—SMER <br />1111MEM _NWAN <br />ro <br />I <br />'In <br />NMI <br />HINE <br />MIMI <br />HEN <br />Milli <br />liiim <br />HINE <br />Milli <br />HINE <br />NOTES: <br />(DFILL 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 />(1) 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 />G <br />S4 <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 />z <br />cc <br />LU <br />FORM CREATES CONCRETE RECESS TO <br />2x4 OM.) 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 MEET$ THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />MOUNTING BASE SHOWN <br />IN POSITION <br />GARAGE ENTRY FORM DETAIL <br />x6 MOUNTING BASE <br />SCALE: N.T.S. <br />8x8x16 C.M.U. <br />GARAGE DOOR ....... RACK MOUNTING BRACKET <br />GARAGE DOOR ROLLER <br />GARAGE DOOR TRACK <br />CONNECTION ASSEMBLY <br />GARAGEFLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />:' <br />:. <br />SCALE: N.T.S. <br />4 <br />A <br />'BOTTOM OF MOUNTING R, <br />POURED CONCRETE BASE FOR <br />TO BE 2" ABOVE FINISHED <br />BLOCK WALL. RECESSED SPACE GARAGE FLOOR. <br />FOR GARAGE DOOR AND WATER <br />SHED FORWARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />7 5/81, 8" 7 5/81, 8" 7 5/8" 8" <br />INTERIOR <br />WALL <br />EXTERIOR <br />WALL <br />1STCOURSE 2NID 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 />MASONRYLAYOUT <br />SCALE: N.T.S. <br />1\ �4 <br />2x CRIPPLES @ <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 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 />WALL <br />DOOR STOP <br />MOLDING <br />2 x 6 P.T. GARAGE <br />DOOR <br />J-BOLT <br />TRACK <br />BRACKET <br />DOOR TRACK--/ <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 rK <br />SCALE: N.T.S. <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'- 41 <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 />1 (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"xl 0" OR <br />GREATER HEADER <br />SIMPSON SP4 w/ (6) <br />(2) 2x HEADER SEE PLAN <br />1 Od x 1 1/2" AT EA <br />STUD (USE SP6 FOR <br />INTERIOR HEADER: <br />2x6 WALL, USE SP8 <br />\_(1) 2x SILL PLATE W/ (2) <br />FOR 2x8 WALL) <br />12d TOENAILS <br />BOX HEADER <br />EXTERIOR HEADERS: <br />1 Od 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) 1 Od x 1 1/2" EACH <br />SIDE <br />'-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 />INTERIOR WALL HEADER DETAIL rQ_,� <br />SCALE: N.T.S. <br />12 <br />(TYP.) <br />SEE ELEV. <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />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 BARRIEZ_"� <br />SIMPSON SP2 w/ (12) 1 Od <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 FIT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />--- <br />SIMPSON HETA20 W/ (8) 1 Odxl 1/2" <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 />MAI N SPAN <br />MOISTURE BARRIER <br />ROOFTRUSS <br />UPLIFT CONNECTOR <br />8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT, <br />(SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONIC. FILLED CELL <br />W/ STD. 90* HOOK IN K.O. BLOCK <br />ALT. KNEEWALL ABOVE MASONRY <br />WALL DETAIL <br />SIMPSON SIMPSON <br />SP2 <br />SP4 <br />2X STUDS @ 24" O.0 <br />5/8"00" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION <br />SP4 <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl AND <br />BB/Sl 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 <br />SPLICE 2 ROWS 1 Od @ 3" O.C. (14 <br />NAILS TOTAL) EA. SIDE OF <br />11 UC E <br />.6"4 <br />4,9,, SPLICE STAGGERED <br />1 Od @ 8" O/C <br />ATTACH ALL -j <br />EXTERIOR STUDS <br />W/ Y4816d 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. <br />F= 2240 LBS <br />SIMPSON <br />SIMPSON SP4 SP2 <br />:::�l _____A�: <br />\-NAILED <br />INTO <br />TRANSOM <br />TRANSOM FRAMING <br />FRAMING <br />2X P.T. <br />SEE SECTION AA/Sl <br />PLATE <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />SIMPSON <br />spi <br />SIMPSON <br />SIMPSON <br />RECESS <br />LINTEL <br />SP4 <br />SP4 <br />SIMPSON SIMPSON <br />SP4 SP2 i <br />1-f <br />\-NAILED INTO <br />TRANSOM <br />X FRAMING <br />SIMPSON - <br />Spi SIMPSON <br />SjMpSON� SP4 <br />RECESS <br />LINTEL SP4 I, <br />TRUSS BOTTOM CHORD OR 2x4 <br />OCKING W/ 2-16d TOE NAILS <br />EACH END <br />LB: <br />K < <br />CL <br />2 U) <br />2x TOP P <br />LATE V2-16d NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x STUD @ 24" V <br />O.C. MAX. <br />FPROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE EQUAL @ 12" O.C. <br />STAGGERED FROM BOT. <br />SEE A/S3 FOR, PLATE TO CONCRETE <br />REINF. INFO. <br />TYPICAL INTERIOR NOW <br />BEARING WOOD FRAME WALL Kj <br />SCALE: N.T.S. <br />SIMPSON SP4 <br />�_2X TOP PLATE <br />OVERLAPPING <br />I 1 <br />2X8 I P.T. BOTTOM P�TE <br />\-5/8"xl 0" "J" BOLT @ 24" O.C. MAX. <br />1 Od 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 />(4565# SPF) <br />(5645# SPF) <br />(6970# SPF) <br />IS (9335# SPF) <br />N. 8" <br />DOXIED A.T.R. <br />t & NUT <br />OXI ED A.T. R. <br />& NUT <br />DXIED 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/(1) <br />#5 CONT. & <br />FILLED <br />5/8"X1 0" J-BO LTS <br />@2'-0" O.C. <br />-MASONRY WALL <br />0 4 2C <br />C (MIN. (2) PER BOTTOM PLATE) Virtual Review Assist. In I V—L. <br />SIMPSON Plans Review completed and a6)Vd <br />C P <br />ditio <br />SP4 for compliance with the 2020 FBC <br />by Debra Anne Klahr PX2300 <br />-10d NAILS@ 4" A 1 Od NAILS @ 6" O.C. <br />STAGGERED <br />STAGGERED <br />A. <br />2X8 P.T. BOTTOM <br />PLATE <br />L5/8"00" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />TRANSOM FRAMING <br />0 <br />__1 BEYOND. <br />. . . . <br />-PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES 0 SHEATHING <br />& 8" O/C FIELD <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) 1 Od NAILS MASONRY-- <br />SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0___5/8"X10"J-BOLTS@24'-O.C. <br />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 <br />SCALE: N.T.S. <br />04 <br />C14 <br />R-- <br />LO <br />00 <br />L0 <br />Lx <br />< <br />!1, <br />LU <br />2 <br />= <br />0', E2 <br />%01 <br />0 <br />0 <br />'r, <br />LU <br />z <br />< <br />V) a) LO E <br />16. 50) ou <br />D M 6 <br />>1 <br />4_ <br />V) U -0-0- 2 <br />E -E z 121 <br />0 <br />- <br />0 U- <br />U Cj -q <br />V) LU <br />U <br />(3) Lo COO E <br />-0 a � -- �,_) <br />W <br />00 Vi wo�- <br />L"' Lu - wa: zo w <br />-<J, <br />< �<__ <br />W 0 < 2 < 11 <br />IX 0 3: ct 0) U. 0 <br />< 8 0 W <br />D 0 U_ OZ200�_ <br />0 (n 90z OU-20OC-00z <br />0 z <br />0 , _j, g <br />F- <br />0 0 <br />U) 0 z <br />X w. <br />U) Uj a. ��, (5 Lzu I 0_3 V5 W, W <br />_J�a. Z�40zz 0LU00CL <br />i <Ow� _wz <br /><z :01 _j <br />0 a. <br />U_ <br />< V5 W 6 <br />0 W 2 �._ gM< <br />0 Z5 =) 0 <br />2 < <br />U_ 0 <br />LL <br />CD <br />CN <br />z LLJ <br />0 <br />4 <br />U) =5 <br />> Cn <br />co 0 <br />z <br />F5 F-: C?) 0 <br />U) L0 <br />CL (/) <br />_j <br />LL. <br />2 <br />U) <br />z <br />< LLI U� <br />co <br />T- <br />oo <br />< <br />< <br />Z 0 <br />z 3: <br />W <br />Uj <br />0 <br />0 <br />mi <br />04 <br />04 <br />0 <br />C%j <br />tz. <br />04 <br />11 <br />0 <br />1 001 <br />1 <br />co <br />V_ <br />00 <br />n— <br />0 <br />04 <br />0 <br />c,4 <br />C) <br />c,4 <br />CN <br />C14 <br />o <br />C� <br />0 <br />C� <br />�O <br />: 1� <br />0 <br />C� <br />0 <br />C� <br />0 <br />C� <br />0 <br />C1.1 <br />0) <br />C� <br />00 <br />9 <br />LO <br />00 <br />9 <br />cy) <br />-r-- <br />04 <br />I <br />0 <br />M <br />co <br />CD <br />0 <br />o <br />C) <br />6 <br />6 <br />, <br />0 <br />(6 <br />0 <br />I <br />0 <br />IN Lo <br />E2 <br />a) <br />>1 <br />C) <br />0�0 <br />: . <br />0 <br />. <br />0 <br />. <br />0 <br />0 <br />Ln %q- <br />_: I <br />C� <br />1, Cn <br />1 4-1 <br />LO <br />1 01 <br />P.- <br />3 Cr <br />CO U) <br />0 <br />z Z <br />LU <br />W U) <br />LU 5; <br />-1-i <br />0 <br />0 <br />- <br />=) a <br />Q <br />> <br />0 <br />-0 <br />U") -0 <br />L <br />0 <br />z <br />W Ld <br />CL <br />UJI <br />< <br />W <br />-T. <br />F— <br />LIJ <br />ca 0 z <br />�- x z <br />0 1= Lu <br />z 3: _j <br />00 <br />>- Cr <br />< LU 0 <br />fy) <br />2 Z X <br />Z Z U_ <br />00 <br />Uj C%4 <br />0_j <br />2 Z <br />a- ILL! <br />0 <br />L) <br />>_ U) <br />< <br />z <br />Z <br />< Z <br />0 <br />z <br />0 <br />0 <br />co <br />< <br />z <br />z <br />z <br />LU <br />Uj <br />IN <br />N <br />LAST PLOT DATE <br />>r-- <br />a 0 <br />Dec. 14, 22 <br />Z '0 <br />STRUCTURAL <br />DETAILS <br />