Laserfiche WebLink
(2) 2x6 OR (2) 2x8 <br />PLATE SEE <br />PLAN <br />3�cTOP <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 />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 />\ (TYP) SEE ELEV. <br />USP SPT24 @ EA. STUD JI 1 <br />,++ <br />CRICKET AS REQUIRED <br />II <br />SINGLE 2x CONT. BASE II <br />PLATE W/ (2)16d TO 11 <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. 90^ 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 />L-ROOF TRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />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 />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 2 1/4" <br />DRAIN <br />WALL CLEAN -OUT rA <br />SCALE: N.T.S. S4 <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW <br />KNOCK-0UT NOTCH LINTEL WHERE REQUIRED <br />BLOCK WI (1) #5 FOR CONCRETE PLACEMENT 7 <br />■■ <br />•' •• <br />•- <br />.- •' '' <br />� � <br />_ <br />� - • . - . <br />if <br />■■ <br />ail <br />r <br />■■III <br />MEN <br />mill <br />IIIi� <br />■■EII <br />lii■■ <br />�IIlI <br />IIII� <br />■■III <br />NINE <br />�IIII <br />I!!I� <br />■■lid <br />III■■ <br />�IIII <br />IIII� <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 LINTEL. <br />O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />® OPENINGS LESS THAN OR EQUAL TO V-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"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 />'M <br />T W <br />,\EEMINEEMINN", <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 DOOR <br />GARAGE DOOR ROLLER - <br />CONNECTION ASSEMBLY <br />GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />TRACK MOUNTING BRACKET <br />H. <br />GARAGE DOOR TRACK <br />SCALE: N.T.S. xd <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 />7 518" 8" 7 518" 8" 7 5/8" 8" <br />INTERIOR <br />WALL <br />GL <br />EXTERIOR <br />WALL <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8xl6 BLOCK <br />DOOR OPENING -t <br />1ST COARSE 2ND COARSE 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. S4 <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 />LB'LOCKING <br />USS BOTTOM CHORD OR 2X4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />W/ 2-16d TOE NAILS NOT TRANSFER LOAD. <br />EACH END WALL <br />° d . <br />° ° DOOR STOP <br />w ° ° ° <br />d MOLDING <br />v? a <br />2x TOP PLATE V <br />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 />PLATE TO CONCRETE <br />REINF. INFO. W/MOUNTING ANGLE <br />d NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL J TYPICAL GARAGE DOOR BUCK K <br />SCALE: N.T.S. S4 SCALE: N.T.S. S4 <br />S�cFp �O�L <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 />SIZE <br />JACKS <br />I 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 />1 (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 />l� GREATER HEADER <br />(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/S <br />** HOLD DOWN CONNECTIONS <br />Op�00,Q NOT REQUIRED @ BEARING <br />WALLS NOTED WITHOUT UPLIFT <br />P.T. BOT. PLATE <br />WALL HEADER DETAIL Q <br />SCALE: N.T.S. Sl� <br />—USP SPT4 SPT24 <br />2X STUDS @ 24" O.C. <br />A 1 <br />/8"x10" "J" MBOLT <br />24" O.C. AX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION <br />2. <br />P <br />USP SPT4 <br />G <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 <br />USP SPT24 @ EA. STUD <br />l% <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" 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 y <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. 90• HOOK IN K.O. BLOCK <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <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 1 Od @ 3" O.C. (14 <br />> . NAILS TOTAL) EA. SIDE OF <br />�. 4,?. SPLICE STAGGERED <br />• �10d @ 8" O/C <br />ATTACH ALL J <br />EXTERIOR STUDS <br />W/ lAl 16d TOENAILS <br />T076PPLATE <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. S4 <br />F= 2240 LBS �7 <br />USP n <br />u�r �r "4-1 SPT24 <br />or ar i 4 <br />P�­ <br />1 <br />11 <br />` <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 />/ASP SPT4 <br />�( <br />SP SPT22 <br />USP SPT4 <br />° d 2X8 P.T. BOTTOM P TE <br />USP <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />uor or i ,+ <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 />/-IJSP <br />/ SPT4 <br />d. a <br />° <br />n <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. <br />-2X TOP PLATE <br />OVERLAPPING <br />Od NAILS @ 6" <br />TAGGERED <br />)-BOLTS @ 24" O.C. <br />MAX <br />-2X P.T. PLATE <br />ROOF TRUSS ABOVE <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"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 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 rR­'� <br />SCALE: N.T.S. S4 <br />U <br />=w <br />w <br />H <br />w Q <br />Q <br />0 <br />o <br />N <br />WaQ <br />1: <br />ZQ <br />04 <br />N <br />WOOW <br />ow <br />� <br />Q <br />� <br />Qwd <br />co <br />�fn. <br />�Z <br />*k <br />H��w <br />b. <br />Q <br />Q�Z0 <br />fn <br />oO W <br />Nr.T dG <br />w <br />HOww <br />�LLxo <br />� <br />_ <br />o <br />wZ�o_ <br />s <br />>_ < W <br />CD Z _ z <br />w <br />J <br />Lb <br />Q <br />^` to-E <br />\W L �'o^ u <br />vi <br />N V -0 �_ « <br />co <br />c A' S <br />W � 0 <br />O U-g a <br />�N V Lu !Z� <br />7� L coEM rn <br />V ^ a v <br />W <br />Ltl <br />(� <br />w <br />W¢ g� W �U-zw <br />wj�,0 <br />w_�O�U0-j0�� <br />Q <br />0U)0 <br />ob ¢H <br />omZzc9 <br />Lu azo <br />O>Yz <br />0 <br />oz <br />W_ <br />��a <br />pWoCy a. <br />nZ <br />2� <br />ww U < <br />gam <br />sl <br />O <br />N <br />Z <br />0� <br />0 M O <br />Q � M � <br />QWQu) <br />C6 <br />�U<00 <br />Z I— <br />W <br />W <br />J0 <br />CO <br />co <br />0 <br />N <br />0 <br />04 <br />O <br />N <br />o <br />,O <br />V I <br />O <br />Z z <br />co <br />w wO <br />� <br />Q <br />U?�o <br />w <br />� <br />W W <br />a. x <br />'^^ <br />v! <br />1--1 <br />U. <br />H <br />w <br />~ <br />1..1.. <br />= <br />H = Z <br />V <br />% <br />mzw <br />Z Z w <br />r- <br />w OO <br />0 <br />-3 2 z <br />a M <br />UCDZZ <br />z N <br />Sao <br />Z <br />U <br />U <br />a <br />co <br />Q <br />z <br />z <br />w <br />J <br />v <br />N <br />M <br />LAST PLOT DATE <br />May. 23, 17 <br />-6--0 <br />O <br />STRUCTURAL <br />J <br />I <br />DETAILS <br />