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(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 i <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 />2x BLOCKING @ EACH END W/ 10d @ <br />V/ <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 />0 <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAILri <br />SCALE: N.T.S. S4 <br />12 SEE TYPICAL WALL SECTION <br />(TYp) SEE ELEV. 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 />II 2x CLOSURE WALL W/ <br />STUDS @ 16" O.C. W/ <br />USP SPT24 @ EA. STUD II (3) 10d TOENAILS T&B <br />AS REQ'D <br />2x BLOCKING @ MID <br />+POINT EVERY OTHER <br />STUD W/ (3)10d NAILS <br />CRICKET AS REQUIRED <br />II <br />II <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 />5/8 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 />BLOCKING (TYP.) <br />-ROOF TRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />LSEE 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 />MIN. EXTENSION FROM <br />DRYWALL NAILS <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 rA <br />SCALE: N.T.S. �14 <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 />8" STD. 90 HOOK 8" <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />GREATER THAN 6'-0" WIDE (U.N.O. ON <br />PLAN) <br />OPENING <br />FILLED CELL W/ (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />NOTES: <br />0 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 />0 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" <br />FORM CONCRETE INSET TO <br />1/2"X9 1/2" 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 />_ ¢ <br />r w <br />\00MIll <br />T- o <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 />8x8xl6 C.M.U. GARAGE DO <br />C GARAGE DOOR ROLLER <br />CONNECTION ASSEMBU <br />.., GARAGE FLOOR <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. <br />° $ <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING BI <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 />2x TOP PLATE <br />INTERIO <br />WALL <br />EXTERIOF <br />WALL <br />7 5/8" 8" <br />7 5/8" 8" <br />7 5/8" 8" <br />❑ <br />❑ <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />1* DOOR OPENING <br />❑ <br />❑ <br />DOOR OPENING <br />A❑ <br />❑ <br />❑ <br />❑ <br />11 <br />❑ <br />11-11 <br />Fo] <br />1 ST 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" DOORJAMB WALL IS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRY LAYOUT rD <br />SCALE: N.T.S. S4 <br />30LID AREAS ARE <br />STEEL AND GROUT <br />ULL 8x8x16 BLOCK <br />)OOR OPENING <br />VERTICAL JAM <br />5/8"DIA. x 8" J-BOLTS AT 6-314", 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 />d a ° ° <br />° <br />DOOR STOP <br />W a MOLDING <br />U <br />dz< ° <br />�T Fn 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 EQUAL @ 12" O.C. <br />SEE A/S3 FOR STAGGERED FROM BOT. <br />REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE <br />a ° NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K <br />SCALE: N.T.S. S4 SCALE: N.T.S. S4 <br />it sF ENO <br />2x CRIPPLES @ <br />16" O.C. WI (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 />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STUDS <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"xl0" OR <br />'r-1 GREATER HEADER <br />—(2) 2x HEADER SEE PLAN <br />S4 <br />INTERIOR HEADER <br />BOX HEADER <br />(1) 2x SILL PLATE W/ (2) <br />ONLY <br />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 NP <br />** HOLD DOWN CONNECTIONS <br />N/�,Q <br />NOT REQUIRED @ BEARING <br />WALLS NOTED WITHOUT UPLIF <br />P.T. BOT. PLATE <br />WALL HEADER DETAIL Q <br />SCALE: N.T.S. S4 <br />-USP SPT4 SPT24 <br />Ubp <br />2X STUDS @ 24" O.C. <br />A I <br />/8"xl0" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION <br />2 <br />P <br />USP SPT4 <br />G <br />C P.T. <br />-ATE <br />12 <br />(�'P) SEE ELEV. <br />USP SPT24 @ EA. STUD <br />1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" <br />O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />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 <br />BLOCKING (T)�P.) <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 rE <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 />4,9* SPLICE STAGGERED <br />10d @ 8" O/C <br />ATTACH ALL J <br />EXTERIOR STUDS <br />W/ [Al16d TOENAILS <br />T06P PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL M <br />SCALE: N.T.S. �54 <br />F= 2240 LBS <br />USP n <br />nor or i + <br />SPT24 <br />or or i 4 <br />IT - <br />SP SPT22 <br />USP SPT4 <br />10f <br />ST <br />- <br />M, <br />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 />�. IL <br />° 2X8 P.T. BOTTOM P TE <br />USP <br />SCALE: N.T.S. <br />2X TOP PLATE <br />OVERLAPPING <br />NAILS @ 6" <br />%GGERED <br />30LTS @ 24" O.C. <br />CX <br />2X P.T. PLATE <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. B <br />C (MIN. (2) PER BOTTOM PLATE) <br />SPT24 <br />SP S <br />U <br />S <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/Si FOR ADDITIONAL <br />DETAILS <br />RECESS <br />LINTEL <br />INTO <br />TRANSOM <br />FRAMING <br />USP <br />SPT22 <br />SP <br />SPT4 <br />EllNAILED <br />a. <br />° <br />°a a. <br />° <br />2X8 P.T. BOTTOM <br />PLATE <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />ROOF TRUSS ABOVE <br />F 2X BLOCKING <br />0 <br />C <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 />10d NAILS @ 4" 10d NAILS @ 6" O.C. <br />STAGGERED A STAGGERED <br />I!A TRANSOM FRAMING <br />0 o BEYOND. <br />PLYWOOD <br />PLYWOOD FASTENED TO TRUSSES 0 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 />MAX. (MIN. (2) PER BOTTOM <br />P <br />T4 PLATE) <br />ALTERNATE: <br />17­ <br />5/8" DIA. ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY KR <br />SCALE: N.T.S. S4 <br />U) <br />of <br />= W <br />F- U <br />w <br />� <br />w ¢ <br />¢ <br />0 <br />r <br />o <br />W fL <br />> <br />= <br />zo <br />N <br />N <br />W 0 0Y <br />fYUO <br />ow <br />gQ s <br />=H <br />U) <br />? W J <br />- <br />025 <br />0 <br />=m�F_ <br />_ O <br />ZRz <br />� <br />.� <br />��`'W <br />¢ Z <br />'-' <br />CL <br />F- 0 w <br />��o�>. <br />I <br />yr `„ <br />0Wola. <br />w 0 <br />UzLo <br />W <br />WZ�o <br />-.. <br />�Q <br />W fn H J <br />=0�0=0 <br />fnW <br />1=-F <br />o <br />Q <br />(D = OLO E <br />uU <br />((n <br />W i ,-0 �,•� <br />N <br />5 <br />A' L 0. <br />W 2 0 S o <br />�} Oro Q <br />t U <br />NzFr <br />•^N' w Q <br />W L p Em rn <br />a -0 <br />W <br />W C7 W <br />ow WoF- <br />Wes¢ ��� w� zo z <br />fY0�LLoo'.�0 <br />Q (� <br />Q <br /><ox�zw 0202011 <br />ow�oZoRoomZZ <br />-QQ <br />(�00 <br />o <br />d�ZYwZZ�w<0 <br />(n O z <br />QOwO-M <br />� OQZ�¢ <br />W Q <br />0m O= <br />O <br />O <br />04 <br />Z <br />O IW— <br />> U) O <br />0 co 0 <br />co O <br />L.L It <br />U) <br />QWQL? <br />t'M <br /><>-<oo <br />Z <br />W <br />J O <br />O <br />O <br />04 <br />& <br />04 <br />d' <br />O <br />to <br />W <br />o <br />O <br />> <br />Ill") <br />O <br />Z Z <br />!2o W <br />to <br />J <br />�0 <br />Q <br />a- <br />ct <br />F�1 <br />z~¢ <br />vJ <br />U. <br />w < <br />1� <br />= <br />ca <br />I- O z <br />v <br />Z J <br />CD <br />i'mZly <br />to <br />w <br />W <br />0a2 <br />W <br />O <br />Q M <br />vDzZ <br />z <br />�Q0 <br />z <br />0 <br />t� <br />g <br />MO <br />W <br />Q <br />z <br />z <br />w <br />J <br />v <br />M <br />LAST PLOT DATE <br />May. 24, 17 <br />4-0 <br />O <br />STRUCTURAL <br />J <br />DETAILS <br />