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(2) 2x6 OR (2) W <br />TOP PLATE SEE <br />PLAN <br />(2) 2x HEADER TO SIT <br />2x6 / 2x8 WALL BEYOND <br />0�11 <br />FLUSH TO THE OUTSIDE <br />SEE PLAN FOR HEADER /////--SEE <br />PLAN FOR SIZE <br />CONNECTION <br />/I- <br />----2x <br />X, <br />DEAD WOOD @ MID <br />POINT w/ (3) 12d <br />TONEAILS SPACED <br />DOUBLE 2x TOP <br />EVENLY <br />PLATE <br />2x BLOCKING @ EACH END W1 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 />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. <br />�4 <br />12 <br />SEE TYPICAL WALL SECTION <br />(Typ) SEE ELEV. <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR <br />(SEE SCHEDULE) <br />_F <br />DOUBLE 2X4 SPF. #2 <br />TOP PLATE <br />2x S.P.F. STUDS @ 16" O.C. <br />-1 - <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 />USP SPT24 @ EA. STUD <br />(3) 1 Od TOENAILS T&B <br />AS REQ`D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />+ <br />+ + STUDW/(3) 10d NAILS <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />TRUSS BELOW <br />PLATE W/ (2) 16d TO <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 V, <br />I <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W1 8" EMBEDMENT <br />�1 <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 />90A <br />STD. HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />--- <br />BLOCKING (TYP.) <br />ROOFTRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <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 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 />W1 I`QYWALL SCREWS <br />@ 8 D.C. OR 4d <br />DRYWALL NAILS <br />WALL CLEAN -OUT 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 <br />KNOCK -OUT — <br />NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1 FOR CONCRETE PLACEMENT <br />i <br />- <br />-i <br />i <br />L <br />IL <br />8 STD. 90'HOOK <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />GREATER THAN 6-101" WIDE (U.N.O. ON <br />PLAN) <br />OPENING <br />FILLED CELL W/ (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />J <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 />T SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />OPENINGS LESS THAN OR EQUAL TO ll 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 />CREATE A SOLID BASE FOR <br />1/2"l PLYWOOD <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL--� <br />< <br />Jj <br />> <br />FORM CREATES CONCRETE RECESS TO <br />2x4 (NOM.) <br />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 <br />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 />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />8x8xl 6 C. M. U. <br />GARAGE DOOR <br />TRACK MOUNT ING BRACKET <br />GARAGE DOOR ROLLER <br />E <br />GARAGE DOOR TRACK <br />CONNECTION ASSEMBLY <br />GARAGE FLOOR <br />Jl <br />TRAVEL DIRECTION OF <br />: .. <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />o: <br />C <br />SCALE: N.T.S. <br />BOTTOM OF MOUNTI�NGB) <br />POURED CONCRETE BASE FOR <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 5/81, 8" 7 5/8" 8" 7 5/8" 8" <br />— <br />SOLI DVAREAS ARE SOLID AREAS ARE <br />STEEL AND GROUT STEEL AND GROUT <br />F1 <br />INTERIOR FULL 8x8x16 BLOCK <br />WALL El <br />_j <br />C'L -DOOROPENING -DOOR OPENING - DOOR OPENING - C, <br />EXTERIOR <br />WALL <br />F1 <br />v <br />1 ST COARSE 2ND COARSE 3RD COARSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRYLAYOUT D� <br />SCALE: N.T.S. <br />2x TOP PLATE <br />2x STUD @ 24" <br />O.C. MAX. <br />2x P.T. PLATE <br />REINF. INFO. <br />SEE A/S3 FOR <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 />TRUSS BOTTOM CHORD OR 2X4 <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />BLOCKING W/ 2-16d TOE NAILS <br />NOT TRANSFER LOAD. <br />@ EACH END <br />WALL <br />L.0 <br />DOOR STOP <br />MOLDING <br />< <br />Cn <br />\\�2-16d <br />7--/ <br />GARAGE <br />DOOR <br />NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2 x 6 P.T. <br />PROVIDE P.A.F. NAILS OR <br />F EQUAL @ 12" O.C. <br />D <br />STAGGERED FROM BOT. <br />DOOR TRACK <br />PLATE TO CONCRETE <br />'i <br />INOTE: 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. SCALE: N.T.S. <br />',,, �S4 <br />2x CRIPPLES @ <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />USP SPT4 W/ (6) <br />1 Od x 1 Y2" @ 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) LISP LSTA30 <br />41-9- <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"l OR <br />GREATER HEADER <br />(2) 2x HEADER SEE PLAN <br />\--INTERIOR HEADER <br />(1) 2x SILL PLATE W/ (2) <br />BOX HEADER <br />12d TOENAILS. <br />ONLY <br />EXTERIOR HEADERS <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS. OPENING <br />LARGER THAN 4 ft (2) 2x <br />SILL PLATE W1 MP3 CLIPS <br />EACH SIDE <br />'--2x STUDS TYP. <br />USP HTT1 6 TYP. U.N.O. SEE N/' <br />HOLD DOWN CONNECTIONS <br />NOT REQUIRED @ BEARING <br />WALLS NOTED WITHOUT UPLIF <br />P.T. BOT. PLATE <br />WALL HEADER DETAIL <br />SCALE: N.T.S. rQ <br />-USP SPT4 <br />SPT24] <br />USP <br />2X STUDS @ 24" O.C. <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />-RECESS <br />LINTEL <br />P.T. <br />ATE <br />USP SPT <br />SEE TYPICAL WALL SECTION <br />12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) <br />DOUBLE 2"l 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 />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 />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 />USP HTA20 @ EA. STUD <br />MAIN SPAN <br />MOISTURE BARRIER <br />ROOF TRUSS <br />41 <br />UPLIFT CONNECTOR <br />8"l 6" K.O. BLOCK W/ 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 />ASONRY WALL DETAIL <br />ALT. KNEEWALL ABOVE M rE <br />TOP SPLICE <br />SCALE: N.T.S. <br />­ — ­ ­ <br />2 ROWS 1 Od @ 3" O.C. (14 <br />NAILS TOTAL) EA. SIDE OF <br />4,9& SPLICE STAGGERED <br />10d @ 8" O/C <br />NOTE: <br />BOTTOMSPLICE <br />PLATE LENGTHS MUST BE <br />OVER STUD <br />AT LEAST 4'-0" LONG. TYPICAL <br />TOP PLATE SPLICE DETAIL <br />SCALE: N.T.S. <br />F= 2240 LBS <br />USP SPT- <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />USP <br />SPT247 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />USP_ <br />SPT22 <br />//-USP <br />SPT4 <br />2X8 P. I. E10 I I OM <br />PLAT E I <br />5/8"l "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />M <br />S4 <br />USP USP SPT4 <br />SPT24 or" <br />2X TOP PLATE <br />OVERLAPPING <br />-NAILED <br />INTO 1 Od NAILS @ 6" <br />TRANSOM <br />FRAMING STAGGERED <br />____7 <br />USP SPT22 <br />J-BOLTS @ 24" O.C. <br />USP SPT4 USP SPT4 <br />MAX <br />2X P.T. PLATE <br />2X8 P.T. BOTTOM Pf E <br />\-5/8"xl 0" "J" BOLT @ 2 <br />4" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />ROOFTRUSSABOVE <br />2X BLOCKING <br />F <br />(2) 16d TOE NAILS <br />EA. BLOCKING <br />2X8 WALL ABOVE <br />ENTRY <br />1� K.O. BLOCK W/(1) <br />#5 CONT. & <br />FILLED <br />5/8"X1 0" J-BOLTS <br />@ Z-O" O.C. <br />-MASONRY WALL <br />-USP SPT4 <br />1 Od NAILS @ 4" 10d NAILS @ 6" O.C. <br />A <br />STAGGERED STAGGERED <br />TRANSOM FRAMING <br />0 0 BEYOND. <br />x <br />41 T <br />. . . . . <br />L <br />PLYWOOD <br />SHEATHING <br />PLYWOOD FASTENED TO TRUSSES 10 <br />WITH 8d COMMON WIRE NAILS @ 4" <br />O/C BOUNDARIES 6" O/C EDGES <br />& 8" O/C FIELD <br />SHEATHING <br />MASONRY-- <br />O.C. <br />0_ 5/8"X10" J-BOLTS @ 24 <br />WALL BELOW <br />SPT4 <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 <br />SCALE: N.T.S. <br />C <br />Fh <br />a) <br />C Tv <br />Ln C <br />1:0 <br />1� <br />') 0 <br />4� -0 <br />TO <br />E 'co 605 <br />0 r, 00 <br />0 0) <br />c'j i:Z' E <br />2 0 0 <br />V) fr <br />Ln im <br />co <br />a) :2 <br />a) <br />CO 2 C) <br />C: <br />m Lr-, <br />(Id LL C,) <br />cco� <br />'E <br />0 Ci <br />_�e 0 <br />(D <br />o <br />Q- 0 0) <br />0 OD <br />0-00 <br />80 <br />0 <br />U)<- <br />r_ <br />LO <br />It <br />0 <br />511 <br />0) 6 <br />A <br />H <br />'A <br />xcop <br />10 <br />iz. <br />j <br />Al <br />el`�jol <br />Vk <br />0 <br />I <br />t3a._ <br />z <br />-0, <br />9;. ups ­ <br />_,; W4 Oir aj <br />0, <br />- r, <br />w <br />d" <br />To the best of th ean <br />understanding, the structural plans and <br />specifications comply Wit h the 2 0 or a. <br />u ng o e es en a w <br />signed and sealed for the structural portion of this <br />drawing. <br />C:) <br />r-4 <br />(v Ln <br />Z :Lj m <br />0 :3 1 <br />Ill V) C) <br />U0 <br />> r, c) <br />fy) C:) <br />> <br />< r ON <br />r"I. <br />0 <br />> <br />z <br />fill r*-1 <br />4-J <br />_r_ .2 ­0 <br />z 0) fill <br />z <br />wLU <br />Lr) (V <br />Ln <br />Ln <br />mi <br />< <br />z <br />z <br />LLI <br />0 z <br />., l 0 <br />UJ V) <br />L"m z<z Err <br />Lu <br />U 1-- 2: U, 0 0 <br />8 zo zo < 0 <br />i; <br />Z < U 2: < <br /><( <br />zz <br />10 <br />X: 4 Lzu i. - <br />�,9 z 0 Iz (I: Lu <br />C UU OC, _.j <br />>1 � L <br />:3 U C5 <br />0 w CI <br />R:D Ly 04 <br />l`_ z <br />CD <br />Uj <br />0- 0 <br />Lul <br />�2 z <br />r,4 <br />0 <br />LO <br />Z <br />_j <br />0 <br />LU < i.- <br />cl 'n 'll co, <br />< <br />0 <br />z U <br />Lou 2 9 0- <br />uj l- 1z" m <br />z <br />ZE Csy 2-: -0� <br />Lu Lu 0 �5 z <br />ZOO <br />0 < <br />0 u I <br />P--4 <br />z <br />0 0 2: <br />u_ 2 >U 2M —.1 <br />0 IZ Z a- <br />Lij <br />C) <br />uj <br />< LU < <br />c, c, w 2: S <br />< -0 <br />Z) D < ,� a <br />0 CY 2: u_ <br />U0 z <br />0 <br />T-1 <br />z < <br />Lu <br />__j 0 U-1 <br />< <br />c) <br />z <br />LU <br />> <br />(f) <br />- <br />Z <br />z <br />0 <br />F__4 <br />_j <br />SCALE <br />AS NOTED <br />09/10/2011 <br />VERSION NO. <br />1001 <br />JOB NO: 11-1260-1263 <br />SHEET NO. <br />S4 <br />I, —1- 11 'il 1: !1 1 ]1111 , fli I J. i w I il iiki li. 1, �i� I 111 �� I --I --------- T_T_ — ---------------- T----F- f — — -- - ----------- T_ till <br />