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(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 />----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 ENDN/ 10d @ <br />TO BLOCKING <br />4"O.C. FROM EACH HEADER FACE <br />(2) 2x HEADER <br />PER PLAN <br />2x BOTTOM PLATE W/ (1) 1 Od @ 8" <br />VARI <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. <br />SEE ELEV. <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) 10d <br />NAILS AT EACH STUD <br />2x P.T. PLATE <br />L_/'r <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. -: / = I = <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 W/ (2) 12d INTO <br />TRUSS ABOVE <br />2x CLOSURE WALL W/ <br />STUDS @ 16- O.C. W1 <br />(3) 1 Od TOENAILS T&B <br />AS REQ'D <br />-2x BLOCKING @ MID <br />POINT EVERY OTHER <br />STUD W/ (3) 1 Od NAIL <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 />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 />GYPSUM BOARD <br />W/ DRYWALL SCREWS <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,/" �B <br />S4 <br />KNOCK -OUT — <br />BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED <br />FOR CONCRETE PLACEMENT 7 <br />�110101 <br />?MMM <br />Mills <br />1 9 0 0 <br />milli <br />IIIIIIIII <br />MEN <br />Milli <br />MEN <br />MEN <br />Milli <br />NEW <br />MEN <br />NOTES: <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 />VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />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 />0 Me <br />11011" <br />-10 <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 />GARAGE DOOR <br />8x8x16 C.M.U. <br />GARAGE DOOR ROLLER <br />CONNECTION ASSEMBLY <br />GARAGEFLOOR TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />RACK MOUNTING BRACKET <br />rr��\"�__GARAGE DOOR TRACK <br />SCALE: N.T.S. <br />_'POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B <br />BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED <br />GARAGE FLOOR. <br />FOR GARAGE DOOR AND WATER <br />SHED FORWARD THIS DRAWING. — <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />INTERIOR <br />WALL <br />CL <br />EXTERIOR <br />WALL <br />7 5/81, 8" 7 5/81, 8#0 7 5/8" 8" <br />SOLID AREAS ARE <br />STEEL AND GROUT <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 />FULL 8x8x16 BLOCK <br />SIMPSON SP2 wl (12) 1 Od <br />NAILS AT EACH STUD <br />DOOR OPENING r---' F-_7 DOOR OPENING -Ct 1/2" EXTERIOR GRADE SHEATHING CRICKET AS <br />@�j UM FASTENED TO TRUSSES WITH 8d REQUIRED <br />COMMON WIRE NAILS @ 4' O/C <br />BOUNDARIES 6" O/C EDGES & 8" BLOCKIN <br />O/C FIELD <br />2X4 PT STUDS @ 16' O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />V CARRIER/GIRDER TRUSS <br />1 ST COURSE 2ND COURSE 3RD COURSE <br />SIMPSON HETA20 w/ (8) 10dxl 1/2" <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE . <br />NAILS AT EA. TRUSS VERTICAL WEB z1_1 A± <br />COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE 71 <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24' O.C. MAX) w/ MIN. 4" EMBEDMENT <br />IN KO BLOCK AT EA. STUD L MAIN SPAN <br />ROOFTRUSS <br />z: <br />MASONRYLAYOUT rD MOISTURE BARRIER UPLIFT CONNECTOR <br />8"X8"X16" K.O. BLOCK Wil 1 #5 CONT. (SEE SCHEDULE) <br />SCALE: N.T.S. <br />�, �4 <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 900 HOOK IN K.O. BLOCK <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 ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. 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. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />4 A THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />4 <br />I I . 4 DOOR STOP PSPN516Z w/ (12) 16d NAILS <br />A MOLDING <br />.. '4 TOP 2 ROWS 10d @ 3" O.C. (14 <br />2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF <br />RICKET AS <br />QU <br />/T E r1RED <br />BLOCKIN <br />r <br />I' _4 <br />4 <br />/d <br />4,9. SPLICE STAGGERED <br />7// DOOR <br />1 0 <br />0 <br />J-BOLT <br />NIA� <br />TRACK <br />10d @ 8' O/C <br />BRACKET <br />'q <br />2x CRIPPLES @ <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />SIMPSON SP4 w/ (6) <br />1 Od x 1 1/2" AT EA <br />STUD (USE SP6 FOR <br />2x6 WALL, USE SP8 <br />FOR 2x8 WALL) <br />1 Od NAILS@ 8' <br />O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />AL (U.N.O.) <br />TYPICAL (U.N.O.) <br />DOOR TRACK <br />W/MOUNTING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL HEETS <br />S <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL GARAGE DOOR BUCK � �K <br />SCALE: N.T.S. <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2"x4"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 />EAEND <br />EA END <br />SIMPSON <br />(1) <br />(2) <br />(1) <br />(2) <br />(1)LSTA30 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />(3) <br />(4) <br />(2) <br />(4) <br />___7 <br />(2) LSTA3071 <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 />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER: <br />\_(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER EXTERIOR HEADERS: <br />ONLY (1) 2x SILL PLATE W1 (2) <br />12d TOENAILS <br />OPENING LARGER THAN 4 FT: <br />(2) 2x SILL PLATE w/ SIMPSON <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 <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL rQ <br />SCALE: N.T.S. �4 <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24' O.C. <br />roc <br />EO <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />ATTACH ALL -J <br />EXTERIOR STUDS <br />W/ IAI 16d TOENAILS <br />TOY6PPLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTON SPLIC) <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL rM <br />SCALE: N.T.S. <br />�,14� <br />F= 2240 LBS <br />SIMPSON <br />SIMPSON SP4 SP2 <br />A <br />r___ \77— 1 Lu I. <br />P.T. <br />ATE <br />SIMPSON <br />SP4 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />SIMPSON <br />SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />Spi <br />SIMPSON <br />SP4 <br />SIMPSON <br />SP4 <br />4 <br />INTO <br />TRANSOM <br />FRAMING <br />SP4 <br />SIMPSON <br />SIMPSON <br />spi <br />SP4 <br />SIMPSC <br />2x TOP PLATE <br />2x STUD @ 24" <br />O.C. MAX. <br />2x P.T. PLATE - <br />SEE A/S3 FOR- <br />REINF. INFO. <br />TRUSS BOTTOM CHORD OR 2x4 <br />BLOCKING W/ 2-16d TOE NAILS <br />@ EACH END <br />W <br />.( 0 <br />"�g <br />C75 <br />2-16d NAILS @ 24' O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />PROVIDE P.A.F. NAILS OR <br />EQUAL @ 12" O.C. <br />STAGGERED FROM BOT. <br />PLATE TO CONCRETE <br />TYPICAL INTERIOR NOW <br />BEARING WOOD FRAME WALL / �j <br />SCALE: N.T.S. <br />SIMPSON SP4 <br />�_2X TOP PLATE <br />OVERLAPPING <br />10d NAILS @ 6" <br />STAGGERED <br />J-BOLTS @ 24" O.C. <br />MAX <br />-2X P.T. PLATE <br />2X8 P.T. BOTTOM P�ATE <br />I "') — I I <br />B <br />qr� i n- O.C. MAX. <br />5/8"x10""J" BOLT @ 24" <br />C (MIN. (2) PER BOTTOM PLATE) <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />(4565# SPF) <br />(5645# SPF) <br />3 (6970# SPF <br />SP) <br />IS (9335# F) <br />N. 8" <br />PDXIED A.T.R. <br />t & NUT <br />IOXIED A.T.R. <br />t & NUT <br />DXIED A.T.R. <br />t & NUT <br />ROOFTRUSSABOVE <br />F 2X BLOCKING <br />(2) 16d TOE NAILS <br />EA. BLOCKING <br />2X8 WALL ABOVE <br />ENTRY <br />K� <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 />C <br />SIMPSON <br />SP4 <br />1 Od NAILS @ 4" NAILS @ 6" O.C. <br />STAGGERED A — 10d <br />STAGGERED <br />TRANSOM FRAMING <br />0 <br />BEYOND. <br />,,--PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />O/C BOUNDARIES 6"O/C EDGES SHEATHING <br />10 <br />& 8"O/C FIELD <br />SIMPSON SP4w/(6) 10dx 112" izo <br />(USE SP6 FOR 2x6 WALL, USE �—PLYWOOD <br />SP8 FOR 2x8 WALL) <br />SHEATHING <br />o SI MPSON SP2 w/ (12) 1 Od NAI LS MASONRY­- <br />5/8"X1 0" J-BOLTS @ 24" O.C. <br />* SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW - c�- <br />MAX. (MIN. (2) PER BOTTOM <br />2X8 P.T. BOTTOM <br />PLATE <br />_T <br />UU <br />t5/8"x10""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 />V <br />Virtual Review Assist. 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