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2x6 2x8 WAL <br />BEYOND SEE PLAN <br />FOR HEADER <br />CONNECTION <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />(2) 2x HEADER TO SIT <br />FLUSH TO THE OUTSIDE <br />SEE PLAN FOR SIZE <br />-----2x DEAD WOOD @ MID <br />POINT w/ (3) 12d <br />TONEAILS SPACED <br />EVENLY <br />HEADER FLUSH TO OUTSIDE OPTION <br />\1 0�11 <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) 1 Od @ 8" <br />VAR[ <br />O.C. TO EACH HEADER FACE <br />P <br />EkS <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. <br />12 <br />SEE ELEV. <br />,_ Z,(T Y 7P) <br />1 <br />SIMPSON SP2 wl (12) 10d <br />NAILS AT EACH STUD <br />11+ <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />PLATE W1 (2) 16d TO <br />TRUSS BELOW <br />1/2" EXTERIOR GRADE SHEATHING _",� 7: <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"X1 6" 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 />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 W1 (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) 1 Od NAI <br />BLOCKING (TYP.) <br />\---ROOF TRUSS <br />PLIFT CONNECTOR (SEE SCHEDULE) <br />OISTURE BARRIER <br />SCALE: N.T.S. <br />Z SEE 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 />1/2" GYPSUM BOARD <br />W/ DRYWALL SCREWS <br />@ 8" O.C. OR 4d <br />DRYWALL NAILS <br />DRAIN <br />WALL CLEAN <br />-OUT r�A <br />SCALE: N.T.S. <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— <br />#5 NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1 <br />FOR CONCRETE PLACEMENT 7 <br />1W <br />oil <br />Mo. <br />milli! <br />111 <br />NJ <br />I <br />NOTES: <br />10 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 UNTEL. <br />VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY, <br />03 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 />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 SHOWN <br />IN POSITION <br />GARAGE ENTRY FORM DETAIL <br />x6 MOUNTING BASE <br />8x8x16 C.M.U. <br />GARAGE DOOR <br />GARAGE DOOR ROLLER <br />I <br />CONNECTION ASSEMBLY <br />GARAGEFLOOR <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. 4 <br />4 <br />14 <br />: 4 <br />--"POURED CONCRETE BASE FOR BOTTOM OF MOUN <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 />INTERIO <br />WALL <br />C <br />EXTER]OF <br />WALL <br />7 5/81, 8" <br />7 5/8,, 8" <br />7 9/g,, 8" <br />R <br />� <br />27 <br />V <br />-SOLIDAREASARE <br />STEELAND GROUT <br />LW DOOR OPENING <br />DOOR OPENING <br />0] <br />11 <br />I <br />F] <br />0� <br />L-�j <br />L_—j <br />FIT <br />V <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 <br />SCALE: N.T.S. <br />1\ �4 <br />410 <br />2x CRIPPLES @ <br />16" O.C. W1 (2) 12d <br />TOENAILS T/B <br />SIMPSON SP4 <br />/ <br />6 <br />30LID AREAS ARE <br />3TEELAND GROUT <br />�ULL 8x8x1 6 BLOCK <br />DOOR OPENING -Ct <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 />2 x 6 P. <br />J-BOLT <br />TRACK <br />BRACKET <br />rop <br />3 <br />IARAGE <br />1OOR <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 <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 />EAEND <br />EAEND <br />EAEND <br />EAEND <br />SIMPSON <br />11-41 <br />(1) <br />(2) <br />(1) <br />(2) <br />(1)LSTA30 <br />4' - 9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(I)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 />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 />(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 />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.0 . <br />LS30 w/ (6) 1 Od x 1 1/2" EACH <br />SIDE <br />'--2x STUDS TYP. <br />SIMPSON HTT4 TYP. <br />0 U.N.O. SEE N/S4 <br />** HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />BEARING WALLS NOTED <br />P.T. BOT. PLATE <br />WITHOUT UPLIFT <br />INTERIOR WALL HEADER DETAIL K�Q <br />SCALE: N.T.S. <br />12 <br />TYP-) 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" OIC <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 wl (8) 1 0dx1 1/2" <br />E� <br />NAILS AT EA. TRUSS VERTICAL WEB <br />(24" O.C. MAX) wl MIN. 4" EMBEDMENT <br />z� <br />L <br />IN KO BLOCK AT EA. STUD <br />I <br />MAIN SPAN <br />MOISTURE BARRIER <br />ROOF TRUSS <br />UPLIFT CONNECTOR <br />8"X8"X16" K.O. BLOCKW/ 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 <br />WALL DETAIL <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C� <br />1 L518"x1 0" "J" BOLT <br />MAX. <br />O.C�R <br />@ 24'�2 <br />MIN. �) P <br />OTTOM PLATE <br />ECTION <br />/-2 <br />P <br />\_SIMPS6N SP4 <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 wl 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 1 Od @ 3" O.C. (14 <br />SPLICE NAILS TOTAL) EA. SIDE OF <br /><&. SPLICE STAGGERED <br />1 Od @ 8" O/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />W1 (A) 16d TOENAILS <br />TOY6PPLATE <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 />(P.T. <br />-ATE <br />SIMPSON <br />--- <br />SP4 <br />F= 2240 LBS <br />SIMPSON <br />SIMPSON SP4 <br />SP2 <br />SIMPSON <br />SIMPSON <br />Spi <br />SIMP SON� <br />SP4 <br />10 <br />ST <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />\\-NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />J- <br />M <br />N <br />75t� <br />2X8 P.T. BOTTOM PfE <br />7— <br />SIMPSON <br />SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON SIMPSON <br />Spi <br />RECESS SIMPSON SP4 <br />LINTEL SP4 <br />FTRUSS BOTTOM CHORD OR 2x4 <br />IBLOCKING W/ 2-16d TOE NAILS <br />@ <br />EACH END <br />Uj <br />1�:_> U) <br />2x TOP PLATE <br />V2-16d NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />--I/ CHORD OR BLOCKING <br />2x STUD @ 24" <br />V <br />O.C. MAX. <br />P.A.F. NAILS OR <br />2x P.T. PLATE <br />FPROVIDE <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 � �j <br />SCALE: N.T.S. <br />P4 <br />2X TOP PLATE <br />OVERLAPPING <br />NAILS @ 6" <br />NGGERED <br />3OLTS @ 24" O.C. <br />�x <br />2X P.T. PLATE <br />OB <br />\-5/8"xl 0" "J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />3 (4565# SPF) <br />3 (5645# SPF) <br />(6970# SPF) <br />)S (9335# SPF) <br />N. 8" <br />Z&NUT <br />'OXIED A.T.R. <br />Z & NUT <br />OXIED A.T.R. <br />Z & 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"X1 0" J-BOLTS <br />--------MASONRY <br />@ Z-O" O.C, <br />WALL <br />21 <br />JUL <br />A <br />SIMPSON Virtual Review Assis <br />Inc. <br />SP4 <br />Plans Review completed a d app e7 <br />t <br />for c I" e with the 2020 EIC 7th dition <br />1 Od NAILS@ 4" 11 Od Uml I IN, r9-fine Klahr PX2300 <br />.-,-------STAGGERED Eq <br />STAGGE ED <br />TRANSOM FRAMING <br />12M 0 0 <br />_15�9 x � BEYOND. <br />PLYWOOD FASTENED TO TRUSSES <br />.__.,-��WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />O/C BOUNDAPIES 6" O/C EDGES SHEATHING <br />it 1 0 <br />& &'O/C FIELD <br />�, �4 L <br />SIMPSON SP4 w/ (6) 1 Od x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE '--PLYWOOD <br />SP8 FOR 2x8 WALL) <br />SHEATHING <br />* SIMPSON SP2 w/ (12) 1 Od NAILS MASONRY <br />* SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0-' 5/8"X1 0" J-BOLTS @ 24" O.C. <br />MAX. (MIN. (2) PER BOTTOM <br />4 <br />ZA6 H. 1. bU I I UM <br />PLATE <br />�:518-xlO" "J" BOLTS @ 24" O.C. MAX, <br />(MIN. (2) PER BOTTOM PLATE) <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 />SCALE: N.T.S. <br />cr) <br />N <br />C <br />.4 <br />CF) <br />LO <br />�E_ <br />LO <br />C) <br />00 <br />C.*� <br />L0 <br />z <br />LU <br />0 <br />0 <br />4, <br />LU <br />0� <br />0 <br />z <br />< <br />V) 0) W LO E <br />"o ou <br />>1 co <br />(6 <br />4- D 01,0) t "I <br />V) U -0-0- 2 %, <br />E = :E MC <br />U <br />-2-9 SO <br />0 �H R <br />U --q -2 < <br />> <br />U LU 0 "t <br />- C4 <br />Q) ccO:) <br />L. 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