Laserfiche WebLink
(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />(2) 2x HEADER TO SIT <br />2x6 / 2x8 WALL BEYOND i <br />FLUSH TO THE OUTSIDE <br />SEE PLAN FOR HEADER <br />SEE PLAN FOR SIZE <br />CONNECTION <br />2x DEAD WOOD @ MID <br />POINT w/ (3)12d <br />TONEAILS SPACED <br />DOUBLE 2x TOP V <br />EVENLY <br />PLATE <br />HEADER FLUSH TO <br />OUTSIDE OPTION <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 />VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL 1 <br />SCALE: N.T.S. S4 <br />12 <br />P) SEE ELEV. <br />USP SPT24 @ EA. STUD <br />*+ <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE II <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 />USP SPT22 @ EA. 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. 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 />GENERAL NOTES <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 />-ROOF TRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />L—SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />VENT OR 2ND FLOOR <br />1/2" MINIMUM CEMENT FINISH <br />TYPICAL C.M.U. WALL <br />STANDARD 3" DIA. TEE <br />3/4" FURRING STRIPS <br />THREADED 3" DIA. EXTENSION <br />1/2" GYPSUM BOARD <br />SCREW OFF CAP (3" DIA.) <br />W/ DRYWALL SCREWS <br />FOR CLEAN -OUT <br />@ 8" O.C. OR 4d <br />DRYWALL NAILS <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 21/4" <br />DRAIN <br />WALL CLEAN -OUT q <br />SCALE: N.T.S. SL� <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW <br />KNOCK OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J <br />•• <br />.-. •' '' <br />� � <br />_ <br />, - •• • <br />milli1 <br />!iIl <br />■■III <br />III <br />■ <br />Milli <br />IIII� <br />■■III <br />MEN <br />�Illl <br />IIII� <br />■■III <br />iil■■ <br />Milli <br />nil= <br />■■M <br />III■■ <br />�IIII <br />IRII� <br />NOTES: <br />1O 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 />O3 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 />WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO <br />1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />MOUNTING BASE SHOWN <br />IN POSITION <br />-2x6 MOUNTING BASE <br />J <br />J <br />'001101 w <br />0 <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. d <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 />INTERIO <br />WALL <br />C <br />EXTERIOF <br />WALL <br />7 5/8" 8" <br />7 5/8" 8" <br />7 5/8" 8" <br />R <br />� <br />_ <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />DOOR OPENING <br />❑ <br />❑ <br />DOOR OPENING <br />❑ <br />❑ <br />I <br />❑ <br />❑ <br />❑ <br />❑ <br />❑ <br />❑ <br />Fol <br />❑ <br />❑ <br />1ST COARSE 2ND COARSE V 3RD COARSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRY LAYOUT D <br />SCALE: N.T.S. SL� <br />1n:1.11tion, Oliva <br />>OLID AREAS ARE <br />>TEEL AND GROUT <br />ULL 8x8x16 BLOCK <br />)OOR OPENING --C <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 />TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. <br />@ EACH END WALL <br />° DOOR STOP <br />w ° MOLDING <br />U d d <br />2x TOP PLATE r GARAGE <br />2-16d NAILS @ 24" O.C. OR DOOR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING 2 x 6 P.T. <br />2x STUD @ 24" " <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE — <br />LATE EQUAL @ 12" O.C. <br />SEE A/S3 FOR STAGGERED FROM BOT. <br />PLATE TO CONCRETE """' <br />REINF. INFO. W/MOUNTING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALLri TYPICAL GARAGE DOOR BUCK K <br />SCALE: N.T.S. S4 SCALE: N.T.S. S4 <br />Sic A/Np0/v <br />�N <br />2x CRIPPLES @ <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />USP SPT4 w/ (6) <br />10dx1%"@24" <br />O.C. <br />10d NAILS @ 8"— <br />O/C TYP. <br />DOUBLE 2x —� <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <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 />1'-4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) USP LSTA30 <br />4' - 9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) USP LSTA30 <br />9' -16' <br />(3) <br />(4) <br />(2) <br />(4) <br />(2) USP 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 />1 (2) 2x HEADER SEE PLAN <br />S4 INTERIOR HEADER <br />BOX HEADER (1) 2x SILL PLATE W/ (2) <br />ONLY 12d TOENAILS. <br />EXTERIOR HEADERS <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS. OPENING <br />LARGER THAN 4 ft (2) 2x <br />SILL PLATE W/ MP3 CLIPS <br />EACH SIDE <br />'--2x STUDS TYP. <br />USP HTT16 TYP. U.N.O. SEE N/S4 <br />': ** HOLD DOWN CONNECTIONS <br />Opp00,4 NOT REQUIRED @ BEARING <br />FN/NG, WALLS NOTED WITHOUT UPLIFT <br />P.T. BOT. PLATE <br />WALL HEADER DETAIL rQ <br />SCALE: N.T.S. S4 <br />SPT4 <br />2X STUDS @ 24' O.C. <br />L_ <br />P.T. <br />ATE <br />SEE TYPICAL WALL SECTION <br />12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />TYP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) <br />DOUBLE 2"x4" S.P.F. TOP PLATE <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS <br />7/8" OVER METAL LATH. FIRST 2 <br />LAYERS 3/8" THICK EACH. 3RD LAYER <br />1/8" THICK. <br />/-CRICKET AS REQUIRED �I <br />USP SPT24 @ EA. STUD <br />1/2" EXTERIOR GRADE SHEATHING —J <br />FASTENED TO TRUSSES WITH 8d <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 />CARRIER/GIRDER TRUSS <br />USP HTA20 @ EA. STUD <br />'—MAIN SPAN <br />MOISTURE BARRIER ROOF TRUSS ALL LATH AND LATH ATTACHMENTS TO <br />UPLIFT CONNECTOR BE OUT OF CORROSION -RESISTANT <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) MATERIALS <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 E <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 SPLICE <br />2 ROWS 10d @ 3" O.C. (14 <br />NAILS TOTAL) EA. SIDE OF <br />. 48ry SPLICE STAGGERED <br />10d @ 8" 0/C <br />\• . <br />ATTACH ALL J <br />EXTERIOR STUDS <br />W/ `4} 16d TOENAILS <br />TO 7bP PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />ILI <br />TOP PLATE SPLICE DETAIL M <br />SCALE: N.T.S. �S4 <br />F= 2240 LBS <br />USP n <br />uar 01'14 <br />SPT24 <br />or i w <br />SP SPT22 <br />USP SPT4 <br />1 <br />` <br />I TRANSOM FRAMING �� <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SP SPT4 <br />d <br />a d ZX8 P.T. BOTTOM P I ATE <br />USP <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />uor or i 4 <br />SPT24 <br />SP SP <br />U <br />S <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />RECESS <br />LINTEL <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />USP <br />SPT22 <br />sP <br />SPT4 <br />a <br />aQ a. <br />2X8 P.T. BOTTOM <br />PLATE <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />SCALE: N.T.S. S4 <br />-2X TOP PLATE <br />OVERLAPPING <br />Dd NAILS @ 6" <br />TAGGERED <br />)-BOLTS @ 24" O.C. <br />VAX <br />-2X P.T. PLATE <br />TRUSS ABOVE <br />2X BLOCKING <br />0 <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 />T4 <br />10d NAILS @ 4' A 10d NAILS @ 6" O.C. <br />STAGGERED STAGGERED <br />TRANSOM FRAMING <br />0 o BEYOND. <br />PLYWOOD <br />PLYWOOD FASTENED TO TRUSSES o E SHEATHING <br />WITH 8d COMMON WIRE NAILS @ 4" S4 <br />O/C BOUNDARIES 6" O/C EDGES B <br />& 8" O/C FIELD <br />PLYWOOD <br />SHEATHING <br />MASONRY <br />SP WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. <br />PT4 <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 R <br />SCALE: N.T.S. S4 <br />Q <br />=wt <br />~UZ <br />Of <br />W <br />WQp_ <br />lL <br />C <br />ti <br />p <br />W <br />dUj <br />2 <br />H <br />0 <br />wODU <br />Zp <br />X.� <br />o <br />WZm <br />- <br />N ` <br />- _ <br />`n <br />C) <br />00 <br />0 IN <br />F <br />Q�z!7 <br />O <br />Z F,.�FDz <br />i <br />Q <br />}� <br />li <br />w <br />a ri0) <br />_ <br />jxOw= <br />0 F <br />cn ', # <br />O <br />LU <br />m <br />T <br />WzF_ <br />wcn� <br />2w <br />o <br />=off <br />H1: ` <br />• <br />W <br />'CLO E <br />so ch U <br />0 MN d <br />N � <br />0 <br />a <br />V -0b ch <br />� <br />C <br />E �=- i o <br />? 0 2 8 <br />O u- 8 ° Q <br />Ups <br />._.i <br />^N <br />}< <br />V Lu C) c <br />p E�� <br />W <br />�a <br />L. m <br />^�Q0 <br />W►- i J w¢MQOZw <br />co <br />LZm <br />OW OZLLO_008ZZ <br />¢ <br />U <br />ZH¢Ouj�Fwu (A <br />LUjnw���¢a <br />0 <br />�ja <br />WgY0 <br />oQ o 0 <br />�FQ- <br />OLL ¢ <br />0¢ <br />L- <br />1 <br />O <br />04 <br />Z W <br />O� <br />> Cl) O <br />MO <br />Q w M <br />QWQur? <br />M <br />T_ <br />�U< <br />~ <br />Z <br />w <br />W <br />JC:) <br />mi <br />'t <br />N <br />co <br />M <br />0 <br />N <br />C)" <br />o <br />O <br />c <br />> <br />N <br />LL <br />Z <br />_ O <br />ow(0 <br />� <br />(D <br />Uo220 <br />r <br />Z3 <br />Z <br />I— <br />0 0- <br />-LO0 <br />ZwI=-Q <br />.— <br />'^ <br />vQ <br />=nm=Z <br />W <br />'VzL= <br />III <br />3J <br />�2ZMaZZ <br />OVg <br />�z <br />O <br />LU 0N0 <br />© <br />Q T-1 <br />C0 Z Z <br />■ • <br />se <br />Z <br />Z <br />~ O <br />U <br />a <br />❑ <br />O <br />W <br />� <br />z <br />Z <br />z <br />III <br />w <br />N <br />o <br />LAST PLOT <br />DATE <br />>M <br />Oct. 10, 17 <br />Z <br />a 0 <br />O <br />STRUCTURAL <br />—� <br />.J <br />i DETAILS <br />