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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 />DOUBLE 2x TOP <br />PLATE <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 Wl (1) 10d @ 8" <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />ri <br />SCALE: N.T.S. � �4 <br />P <br />12 <br />��Typ) SEE ELEV. <br />SIMPSON SP2 w/ (12) 10d <br />NAILS AT EACH STUD <br />+ <br />+ +-ttr <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/ 0 0) 1 Od <br />NAILS AT EACH STUD <br />2x P.T. PLATE <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. <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. W/ <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 NAILS,;�� <br />BLOCKING (TYP.) <br />�-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 />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 />.1/2" GYPSUM BOARD <br />W/ DRYWALL SCREWS <br />@ 8" O.C. OR 4d <br />DRYWALL NAILS <br />DRAIN <br />WALL CLEAN -OUT rA <br />SCALE: N.T.S. �4 <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW <br />S4 <br />KNOCK -OUT) #, <br />BLOCK W/ (1 NOTCH LINTEL WHERE REQUIRED <br />FOR CONCRETE PLACEMENT <br />fro <br />I I <br />milli <br />one <br />Ee <br />NINE <br />Milli <br />NEW <br />ME <br />MEN <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 />(2) 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 />\EN"=lEN"'l <br />'NEENNEENNEW11"m <br />1,100011 <br />FORM CREATES CONCRETE RECESS TO <br />FOR WATER SHED. <br />2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <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 />!=�4 <br />A, <br />SCALE: N.T.S. <br />BOTTOM 04M�OUNTING B <br />"'�OURED 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 />12 <br />(TYP.) SEE ELEV. <br />7 5/8,, 8" 7 5/8,, 8" 7 5/81, 8" <br />SOLIDIAREAS ARE SOLID AREAS ARE <br />STEELAND GROUT STEEL AND GROUT <br />8 8 <br />6 <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 BARRIER-," <br />x <br />x <br />INTERIOR SIMPSON SP2 w/ (12) 1 Od <br />WALL NAILS AT EACH STUD <br />F__ I r JF�._m7ml CRICKET As <br />Gt DOOR OPENING DOOR OPENING DOOR OPENING --Ct 1/2" EXTERIOR GRADE SHEATHING REQUIRED <br />FASTENED TO TRUSSES WITH 8d <br />COMMON WIRE NAILS @ 4" O/C <br />EXTERIOR Fii] BOUNDARIES 6" O/C EDGES & 8" BLOCKING <br />WALL O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />FET 11 <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />1ST COURSE 2ND COURSE 3RD COURSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 1 Odxl 1/2 <br />COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11 " DOOR JAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB <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 />MOISTURE BARRIER <br />MASONRYLAYOUT rD ROOFTRUSS <br />8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. UPLIFT CONNECTOR <br />SCALE: N.T.S. � �4 AND FILLED W/ GROUT (SEE SCHEDULE) <br />1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 90o 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. <br />WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />4 u <br />THAN 1 0 <br />00 <br />"t' u�' Lj w' '_ N '"N <br />OF Top PLATE WIDTH <br />PSP , 'LS <br />PSPN516Z w/ (12) 16d NAILS <br />- 44 2 R <br />4 DOOR STOP Top <br />MOLDING <br />-4 TOP 2 ROWS 1 Od @ 3" O.C. (14 <br />SPLIC <br />2 x 6 P.T. SPLICE NAILS TOTAL) EA. SIDE OF <br />GARAGE j"q SPI <br />4 <br />fy,, SPLICE STAGGERED <br />-DOOR <br />J-BOLT <br />TRACK <br />BRACKET <br />Li%j%jn I rlr%%,F% <br />W/MOUNTING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL GARAGE DOOR BUCK <br />SCALE: N.T.S. <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 />SIMPSON <br />(1) <br />(2) <br />(1) <br />(2) <br />(1)LSTA30 <br />(2) <br />(3) <br />(2) <br />1 (2) <br />1 (1)LSTA30 <br />(3) <br />(4) <br />(2) <br />(4) <br />1 (2) LSTA30 <br />FLAT <br />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 />2x CRIPPLES @ <br />GREATER HEADER <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />SIMPSON SP4 W/ (6) <br />(2) 2x HEADER SEE PLAN <br />l Od x 1 1/2" AT EA <br />STUD (USE SP6 FOR <br />INTERIOR HEADER: <br />2x6 WALL, USE SP8 <br />\_(1) 2x SILL PLATE W1 (2) <br />FOR 2x8 WALL) <br />12d TOENAILS <br />BOX HEADER <br />EXTERIOR HEADERS: <br />10d NAILS @ 8 <br />ONLY <br />(1) 2x SILL PLATE W1 (2) <br />O/C TYP. <br />12d TOENAILS <br />DOUBLE 2x <br />OPENING LARGER THAN 4 FT: <br />CRIPPLE STUD <br />(2) 2x SILL PLATE w/ SIMPSON <br />TYPICAL (U.N.O.) <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 />INTERIOR WALL HEADER DETAIL Ko"Q� <br />SCALE: N.T.S. S4 <br />1 Od @ 8" O/C <br />ATTACH ALL -J <br />EXTERIOR STUDS <br />W/Y�16dlTOENAILS <br />TO P PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC) <br />OVER STUD <br />AT LEAST 4'-0" LONG. TYPICAL <br />TOP PLATE SPLICE DETAIL <br />SCALE: N.T.S. <br />F= 2240 LBS � �4 <br />SIMPSON SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />v <br />-5/8"xlO" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION 0-2X P.T. <br />PLATE <br />SP4 <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />-RECESS <br />LINTEL <br />SIMPSON SP4 <br />SP2 I <br />SIMPSON <br />SIMPSON <br />spi <br />SIMPSON, <br />'X <br />1 O� <br />ST <br />J_� <br />M' <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />ol <br />Lj <br />\-NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />4 <br />- I L <br />2X8 P.T. BOTTOM P E <br />SIMPSON SIMPSON <br />SP4 SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />spi SIMPSON <br />IMPSON <br />SP4 <br />/-S <br />SP4 <br />\-5/8"x`10" "J" BOLT @ 24" O.C. MAX. <br />c SIMPSON (MIN. (2) PER BOTTOM PLATE) <br />SP4 <br />" <br />LTRUSS BOTTOM CHORD OR 2x4 <br />BLOCKING W/ 2-16d TOE NAILS <br />@ EACH END <br />w <br />c) <br />=(z < <br />w <br />2x TOP PLATE J <br />V2-16d NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x STUD @ 24" <br />v <br />O.C. MAX. <br />PA.F. NAILS OR <br />2x P.T. PLATE <br />FPROVIDE <br />EQUAL @ 12" O.C. <br />STAGGERED FROM BOT. <br />SEE A/S3 FOR <br />PLATE TO CONCRETE <br />REINF. INFO. <br />AL NTER RN N- <br />BEARING WOOD FRAME WALL � �j <br />SCALE: N.T.S. <br />P4 <br />2X TOP PLATE <br />OVERLAPPING <br />NAILS @ 6" <br />kGGERED <br />� LTS @ 24" O.C. <br />v <br />2X P.T. PLATE <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />3' (5645# SPF) <br />3 , (6970# SPF) <br />)S (9335# SPF) <br />N. 8" <br />PDXIED A.T.R. <br />I & NUT <br />'OXIED A.T.R. <br />I & NUT <br />DXIED A.T.R. <br />t & NUT <br />ROOFTRUSSABOVE <br />2X BLOCKING <br />-(2) 16d TOE NAILS <br />EA. BLOCKING <br />'2X8 WALL ABOVE <br />ENTRY <br />"I K.O. BLOCK W/(l) <br />#5 CONT. & <br />FILLED <br />5/8"X1 0" J-BOLTS <br />@ 2'-0" O.C. <br />-MASONRY WALL <br />Od <br />I <br />S@ <br />10d NAILS @ 6" O.C. <br />l,,---- <br />STAGGERED A <br />STAGGERED <br />TRANSOM FRAMING <br />0 0 <br />N BEYOND-. <br />i .--. I <br />PLYWOOD FASTENED TO TRUSSES <br />L <br />.__.,-'��WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES SHEATHING <br />0 <br />& 8" O/C FIELD <br />a SIMPSON SP4 w/ (6) 1 Od x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE —PLYWOOD <br />SP8 FOR 2x8 WALL) I SHEATHING <br />o SIMPSON SP2 w/ (12) 1 Od NAILS MASONRY <br />SIMPSON SP1 W/ (10) 1 Od NAILS WALL BELOW 0-�-5/8"X10"J-13OLTS@24"O.C. <br />MAX. (MIN. (2) PER BOTTOM <br />2X8 P.T. BOTTOM <br />PLATE <br />— I I <br />5/8"x`10" "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 R <br />SCALE: N.T.S. <br />S4 <br />cv) <br />04 <br />'4t <br />Lo <br />co <br />kn <br />ol i= <br />Lo <br />�J: 00 . 4. <br />UL L3 <br />< <br />Ll. ILU <br />o" 3� <br />�'f <br />w <br />0 <br />w <br />w <br />0 <br />z <br />< <br />V) a) �o <br />> 0 N 0 <br />L. "o P U <br />m �-_ 6 <br />cy) co E <br />>' . <br />P_ <br />4- ;- u p <br />ul U -0-0- 0 , <br />c: 0 u <br />0 E: 8 8 C<l <br />" . <br />0) U < <br />V) U Lu c: <br />E'N <br />q) C) �2 LD) <br />co 0o) <br />CL <br />Lu w LLj <br />Of (D <br />C6 'o <br />LU F_ LU _j . 2 , lo- <br />Lu �- < W 2 _j Ir lyzaf z <br />02 < gv< <br />0 u- 0 0 0, _j 0 <br />< <br />F <br />_j <br />0 1 ouz)moo�_<� <br />'o <br />w'o9ozuz-oE2oomz=z)�2 <br />0 0 <br />U) 0 z <br />cn Lu CL W Fn w '_ 75 w w < o <br />o- > Z 9 z E uz <br />< 0 w - 0 w 0 a- <br />�OLU _2W6�0 <br />LL <br /><L <br />0 D Fnyzg< <br />U- < 0 U- <br />c:) <br />c:) <br />CN <br />z <br />Ill <br />LD <br />W 5 r, <br />U) b <br />(.0 c) <br />c:) <br />c1l) rl_ <br />zco <br />u) <br />< Lo <br />D_ W <br />Z> u) LL qt <br />z <br />LLI L0 <br />cyi <br />T- <br />< < oo <br />z u <br />z <br />w <br />w <br />0 <br />to <br />I- <br />C) <br />0 <br />cq <br />0 <br />CN <br />0 <br />cq <br />N <br />0 <br />CIN <br />0 <br />o <br />clq <br />0 <br />00 <br />r.- <br />M <br />WQ <br />0 <br />m <br />0 <br />C) <br />C-4 <br />0 <br />z <br />0 <br />LoLu <br />> <br />C\i, <br />vi <br />4 <br />00 <br />Z <br /><Z <br />Lu <br />C) <br />9 cn <br />ui <br />0 <br />zz <br />000 <br />Lu - <br />0 0 (n <br />Lo <br />0 <br />p z 5; <br />oui- <br />cl <br />or< <br />z <br />Q� - <br />a. 0� <br />yj <br />Lu <br />3: <br />w r- <br />co rt Lu <br />Ln <br />(D <br />I­-I._.m <br />o-'o <br />z6m <br />w <br />CL <br />>_ m cp <br />< I-- =) <br />2§2 <br />co <br />0 <br />z Of 0 <br />0 <br /><UJW <br />_j z LL <br />N m <br />z <br />z <br />< <br />z <br />0 0 <br />z <br />z <br />z <br />uj <br />_j <br />r- <br />>0 <br />LAST PLOT DATE <br />m m <br />4_0 <br />z 0 <br />STRUCTURAL <br />_j <br />DETAILS <br />