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I I Fill" 111 11 11 1, 1 1 1 1 1 1 1 <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />2x6 2x8 WALL <br />BEYOND SEE PLAN <br />FOR HEADER /-(2) 2x HEADER TO SIT <br />CONNECTION FLUSH TO THE OUTSIDE <br />SEE PLAN FOR SIZE <br />-1-----2x DEADWOOD@ MID <br />POINT w/ (3) 12d <br />zz <br />TONEAILS SPACED <br />EVENLY <br />HEADER FLUSH TO OUTSIDE OPTION <br />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) 1 Od @ 8" <br />VARIE' <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. � �4 <br />12 <br />SEE ELEV. <br />Z�JTYP) <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 W/ (10) 1 Od <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"Xl 6" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONIC. 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) 1 Od TOENAILS T&B <br />AS REQ'D <br />-2x BLOCKING @ MID <br />POINT EVERY OTHER <br />STUD W/ k3) 10d NAILS,.P� <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 />W1 DRYWALL SCREWS <br />@ 8" O.C. OR 4d <br />DRYWALL NAILS <br />DRAIN <br />WALL CLEAN -OUT <br />SCALE: N.T.S. �4 <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW <br />KNOCK-OUT--- <br />),5 NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1 , <br />FOR CONCRETE PLACEMENT 7 <br />WAIIIII?z <br />MIN <br />milli <br />BOB <br />NMI <br />Milli <br />MINE <br />OEM <br />MEN <br />Milli <br />liiim <br />NMI <br />Milli <br />OEM <br />MEN <br />NOR <br />I <br />MINE <br />NOTES: <br />10 <br />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 />T <br />VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />BLOCKING (TYP.) <br />PROPERLY. <br />()OF TRUSS <br />03 <br />SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />(�) <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 />MOISTURE BARRIER <br />TYPICAL <br />FILLED LINTEL ASSEMBLY <br />SCALE: N.T.S. <br />SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />E-------- <br />\ 01 11011 <br />0NEENEEMENE <br />E 01. E rno <br />MOUNTING BASE SHOWN <br />IN POSITION <br />—2x6 MOUNTING BASE <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 />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />GARAGE DOOR TRACK <br />SCALE: N.T.S. <br />"�POURED CONCRETE BASE FOR BOTTOM OF�M�OUNTING 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 />12 <br />(TYP.) SEE ELEV, <br />7 5/81, 8" <br />7 5/8" 8" 7 5/8" 8" <br />1 1 1 1 1 <br />SOLID AREAS ARE SOLID AREAS ARE <br />STEEL AND GROUT STEEL AND GROUT <br />F <br />INTERIOR FULL 8 <br />8 <br />1 6 BLOCK <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 BARRIER___-_--_'0-_---_1 <br />x <br />x <br />SIMPSON SP2 w/ (12) 10d <br />WALL NAILS AT EACH STUD <br />-61-1 DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING <br />Ct DOOR OPENING -DOOR OPENING I CRICKET AS <br />1-01 11 om-i UMJ FASTENED TO TRUSSES WITH 8d <br />IM] I IM I REQUIRED <br />F COMMON WIRE NAILS @ 4" O/C <br />EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T <br />WALL O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />1STCOURSE 2ND COURSE 3RD COURSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 W1 (8) 10dX1 1/2" <br />COURSEBELOW. EVERY THIRD ORD) COURSE THE 11" DOORJAMB WALLIS TO BE NAILS AT EA. TRUSS VERTICAL WEB <br />" EMBEDMENT A-'� <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN, (24" O.C. MAX) W/ MIN. 4 1 - <br />IN KO BLOCK AT EA. STUD MAIN SPAN <br />ROOFTRUSS <br />MASONRYLAYOUT rD MOISTURE BARRIER <br />UPLIFT CONNECTOR <br />8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) <br />SCALE: N.T.S. 1\ �4 <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONIC. FILLED CELL <br />W/ STD. 90* HOOK IN K.O. BLOCK <br />VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE <br />-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. <br />FLOOR. ALL J SCALE: N.T.S. <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 PIPE OR DUCT W/ PENETRATION THRU TOP PLATE W/ MORE <br />A'I <br />4 <br />A THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />4 PSPN516Z W/ (12) 16d NAILS <br />DOOR STOP <br />MOLDING <br />TOP 2 ROWS 10d @ 3" O.C. (14 <br />2 x 6 P.T. SPLICE NAILS TOTAL) EA. SIDE OF <br />GARAGE <br />4,9,, SPLICE STAGGERED <br />DOOR <br />J-BOLT <br />TRACK <br />BRACKET <br />W/MOU TING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL GARAGE DOOR B <br />UCK � �K <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 />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 <br />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 />2x CRIPPLES @ <br />GREATER HEADER <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />SIMPSON SP4 wl (6) <br />(2) 2x HEADER SEE PLAN <br />1 Od x 1 1/2" AT EA <br />STUD (USE SP6 FOR <br />�S4) <br />INTERIOR HEADER: <br />2x6 WALL, USE SP8 <br />\_(1) 2x SILL PLATE W1 (2) <br />FOR 2x8 WALL) <br />12d TOENAILS <br />10d NAILS @ 8' <br />BOX HEADER <br />ONLY <br />EXTERIOR HEADERS: <br />O/C TYP. <br />(1) 2x SILL PLATE W1 (2) <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 />P.T. BOT. PLATE BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />INTERIOR WALL HEADER DETAIL rQ <br />SCALE: N.T.S. S4 <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />A il�_ <br />/8"x10""J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION <br />/-2. <br />P <br />fl\ 11 <br />\-SIMPSON SP4 <br />1 <br />Od @ 8" O/C <br />ATTACH ALL -j Q,,) <br />EXTERIOR STUDS <br />W/ IA� 16d TOENAILS <br />T076PPLATE <br />NOTE: <br />BOTTOM SPLIC) <br />PLATE LENGTHS MUST BE OVER STUD <br />AT LEAST 4'-0" LONG. TYPICAL <br />TOP PLATE SPLICE DETAIL rM <br />SCALE: N.T.S. ��4� <br />F= 2240 LBS <br />SIMPSON <br />SIMPSON SP4 SP2 <br />I IU <br />INTO <br />TRANSOM <br />TRANSOM FRAMING <br />INING <br />FRAMING <br />P.T. <br />SEE SECTION AA/S1 <br />S1 <br />-ATE <br />AND BB/Sl FOR <br />ADDITIONAL DE TAILS <br />SIMPSON <br />SIMPSON <br />SIMPSON <br />RECESS <br />SP4 <br />V <br />SP4 <br />LINTEL <br />SIMPSON SIMPSON <br />SP4 SP2 <br />\-NAILED INTO <br />TRANSOM <br />FRAMING <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />SIMPSON — <br />Spi SIMPSON <br />SP4 <br />ON�RECESS SIMPS <br />LINTEL SP4 <br />4 1 R_ I <br />2X8 13. 1. 130 1 1 OM <br />PLATE <br />I I <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />LTRUSS BOTTOM CHORD OR 2x4 <br />BLOCKING W1 2-16d TOE NAILS <br />(a <br />EACH END <br />LU <br />U) <br />2x TOP PLATE <br />2-16d NAILS @ 24" O.C. OR <br />_1VEQUAL TO TRUSS BOTTOM <br />_ CHORD OR BLOCKING <br />2x STUD @ 24" <br />V <br />O.C. MAX. <br />ROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />I <br />STAGGERED FROM BOT. <br />SEE A/S3 FOR <br />�\ <br />PLATE TO CONCRETE <br />REINF. INFO. <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL le'o'�j <br />SCALE: N.T.S. <br />�' �4 <br />SIMPSON SP4 <br />--2X TOP PLATE <br />OVERLAPPING <br />2X8 P.T. BOTTOM P�ATE <br />I— <br />\-5/8"x10""J" BOLT@ 24" <br />O.C. MAX. <br />C <br />(MIN. (2) PER BOTTOM PLATE) <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 />3 (4565# SPF) <br />3(5645#SPF) <br />3 (6970# SPF) <br />)S (9335# SPF) <br />IN. 8" <br />PDXIED A.T.R. <br />I & NUT <br />'OXIED A.T.R. <br />& NUT <br />OXIED A.T.R. <br />& NUT <br />ROOFTRUSSABOVE <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"XIO" J-BOLTS <br />@ 2'-0" O.C. <br />-MASONRY WALL <br />SIMPSON <br />C <br />SP4 <br />1 Od NAILS @ 4" O.C. <br />10d NAILS @ 6 <br />STAGGERED A STAGGERED <br />9TRANSOM FRAMING <br />0 0 <br />N 6 BEYOND, <br />PLYWOOD FASTENED TO TRUSSES <br />---,,,---"—WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES 0 rE SHEATHING <br />& 8" O/C FIELD <br />'\ �4 <br />B <br />L: <br />* SIMPSON SP4 w/ (6) 10d x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE .—PLYWOOD <br />SP8 FOR 2x8 WALL) I SHEATHING <br />9 SIMPSON SP2 w/ (12) 10d NAILS MASONRY-- <br />SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW o_,_5/8"X10"J-BOLTS@24"O.C. <br />MAX <br />(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 />__S_4 <br />SCALE: N.T.S. <br />C14 <br />N <br />�0_ <br />�k <br />LO <br />A, <br />UJI <br />2 <br />1: <br />i, ; , <br />.- <br />0 <br />0 <br />� - .. <br />UJI <br />z <br />< <br />V) a) LO E <br />0 C' 0 <br />.> -00 U <br />Cn <br />M 00 <br />0 M t C�) <br />U <br />E om <br />C: 0 2 8 <br />M: 8 R < <br />r� <br />0)0- <br />.0 U do a) < <br />: T� * <br />U1 U LU 0 r14 <br />- <br />00 E Ms <br />0 00 <br />7C) r, CL <br />Lij Lli <br />q LU <br />0, p 0�- <br />10 < cc, � W< zo� z <br />0 < < 0 0, 2 <br />X:D 3: LL 0 <br />< 0 <br />F- <br />U) <br /><ox- ty <br />'D Z U_ U_ 0 z 2 <br />0 <br />0'WnWjLDz0Fx00M'z'z 0 <br />a 0 0 <br />0 Z <br />CQ LU Uj Uj D :3 <br />a. Lu F CL <br />0 a. > Z y 0 F_ Z LL 0 LLJ 0 EL <br />< 0 nzwZ2520 <br />.2 0 <br />(/) LL. <br />< 0 W < <br />=yz < <br />0 Ix 0 D 0 <br />I <br />u- < 0 <br />0 <br />N <br />z <br />LLI <br />0 <br />> U) 0 <br />(10 C:) <br />E i..: co 5 <br /><%Ff LO <br />_j <br />(n <br />Cn LL_ <br />Ljj < U-) <br />cyi <br />00 <br />< <br />z c) <br />z 3: <br />LU <br />0 <br />0 <br />(0 <br />NT <br />gill <br />V <br />Virtual <br />FeviemlAssiht, <br />JUL <br />(> <br />ljc_ <br />2 <br />Plans Review <br />comf <br />letei <br />an( <br />apf <br />rove <br />�io <br />for compliance <br />w th t 1 <br />e 2�0 <br />0 IF <br />iC 7 <br />h E4 <br />tion <br />t n <br />by 0 ebra <br />Anne <br />Ila <br />qP <br />2pl <br />CD <br />CINI <br />CD <br />N <br />a <br />N <br />- <br />Cq <br />CD <br />Q <br />0 <br />CIN <br />C) <br />C) <br />N <br />(0 <br />C-1) <br />Q <br />N <br />co <br />0 <br />M <br />a <br />CD <br />C14 <br />0 <br />;k <br />0 <br />(n <br />of <br />U, <br />C? <br />C' <br />0 <br />C, <br />Lo <br />> <br />00 <br />>_ <br />Z <br />U) <br />LU <br />C) <br />K (n <br />0 <br />LU <br />0 <br />z z <br />000 <br />ILL! — <br />C) 0 (n <br />Lo M <br />0 <br />Z) z 5; <br />CLU_ <br />0 F <br />z <br />M=< <br />(L <br />LU <br />Uj <br />In <br />LU r Lj <br />Ln <br />0 <br />M Et <br />�- I,_ 2 <br />0=)O <br />ZOM <br />Lij <br />0- <br />(0 <br />0 <br />za�o <br />0 <br />LU Ix <br />Z ILL <br />z <br />z <br />U) < <br />z <br />_j <br />0 0 <br />z <br />z <br />UJI <br />W <br />_j <br />fl- <br />T­ <br />LAST PLOT DATE <br />4-a <br />z 0 <br />STRUCTURAL <br />j <br />DETAILS <br />