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2) <br />0 <br />Cn <br />LO <br />CD <br />C'4 <br />'I' <br />C14 <br />C14 <br />2 <br />0 <br />=3 - <br />0 <br />C/) <br />LO <br />=1 <br />I <br />C, <br />co <br />C> <br />C 1.4 <br />5�_ <br />2 <br />0- <br />Cn <br />c14 <br />C*4 <br />C) <br />5�_ <br />0 <br />0- <br />E <br />E <br />r 7 <br />E2 <br />0 <br />Cn <br />P" <br />C I n <br />0 <br />0 <br />0 <br />__j <br />LZ <br />C14 <br />C14 <br />CD <br />C�' <br />0 <br />Cl- <br />C14 <br />->< <br />F' <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />1/2" MINIMUM CEMENT FINISH <br />(2) 2x HEADER TO SIT <br />2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE <br />STANDARD 3" DIA. TEE <br />SEE PLAN FOR HEADER SEE PLAN FOR SIZE <br />THREADED 3" DIA. EXTENSION - <br />CONNECTION <br />SCREW OFF CAP (3" DIA.) <br />--"-2x DEAD WOOD @ MID <br />FOR CLEAN -OUT <br />0 1 NT w/ (3) 12d <br />— P <br />1 <br />MIN. EXTENSION FROM <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 />7 5/81, 8" 7 5/8" 8" <br />TT v <br />—SOLID AREAS ARE <br />7 5/81, 8" <br />DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK <br />ROU <br />4 <br />PLATE EVENLY WALL IS 1 1/2" MAXIMUM <br />INTERIOR <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL <br />FACE OF BLOCK WALL IS 2 1/4" <br />ID <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 />\_ 2x BOTTOM PLATE W/ (1) 1 Od @ 8" <br />VARIE5 O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. <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 />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 />TRUSSABOVE <br />2x CLOSURE WALL W/ <br />I STUDS @ 16" O.C. W/ <br />SIMPSON SP2 W/ (12) 10d <br />(3) 1 Od TOENAILS T&B <br />NAILS AT EACH STUD <br />AS REQ'D <br />-'--2x BLOCKING @ MID <br />POINT EVERY OTHER <br />STUD W/ (3) 1 Od NA 'ILS <br />CRICKET AS REQUIRED <br />I i <br />1 : <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/ (10) 1 Od <br />NAILS AT EACH STUD <br />;2! <br />L� <br />� <br />\—BLOCKING (TYP.) <br />\—ROOF <br />2x P.T. PLATE <br />_r <br />TRUSS <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT.. <br />AND FILLED SOLID W/GROUT <br />MOISTURE BARRIER <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. HOOK IN K.O. BLOCK <br />90A <br />KNEE WALL ABOVE MASONRY WALL <br />DETAIL <br />rF <br />CL_ DOOR OPENING DOOR OPENING <br />TO DRAIN <br />EXTERIOR <br />WALL <br />WALL CLEAN -OUT <br />SCALE: N.T.S. <br />F11 <br />1STCOURSE 2ND COURSE 3RD COURSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE <br />REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW, EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE <br />SHEETS FOR INSTALLATION INFORMATION BY <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MANUFACTURER. <br />MASONRYLAYOUT rD <br />TYPICAL SECTION THRU WINDOW (B <br />SCALE: N.T.S. �4 <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W1(1)#5 <br />FOR CONCRETE PLACEMENT 7 <br />� I <br />4 1 // <br />J <br />_8" STD. 96 HOOK 8"R <br />LINTEL BEAM W1 (1) #5 CONT. IN OPENINGS <br />GREATE R 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 />7 <br />­1 <br />. <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 />IQ 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 />96 3/8" <br />88" <br />71 <br />58" <br />1 41 <br />34" <br />d63A <br />3 1/2"- <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"X9 1/2" PLYWOOD BLOCK WALL ABOVE. <br />SCRAP MATERIAL--� <br />_j <br />< <br />rr_ <br />W <br />> <br />0 <br />Z <br />FORM CREATES CONCRETE RECESS TO <br />2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW <br />FOR WATER SHED. <br />2x CRIPPLES @ <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />16" O.C. W/ (2) 12d <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />TOENAILS T/B <br />SIMPSON SP4 W/ (6) <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />1 Od x 1 1/2" AT EA <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />STUD (USE SP6 FOR <br />MOUNTING BASE NOT SHOWN <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />2x6 WALL, USE SP8 <br />FOR CLARITY SEE DETAIL <br />MOUNTING BASE SHOWN <br />IN POSITION <br />FOR W WALL) <br />K/S4 <br />GARAGE ENTRY FORM DETAIL <br />10d NAILS @ 8" <br />SEAT FOR BLOCK IS POURED <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />O/C TYP. <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />8x8x1 6 C. M. U. <br />GARAGE DOOR RACK MOUNTING BRACKET <br />DOUBLE 2x <br />TROWEL FINISH SEE <br />CRIPPLE STUD <br />GENERALNOTES <br />TYPICAL (U.N.O.) <br />SLOPE FORWARD <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />FOR DRAINAGE <br />CONNECTION ASSEMBLY <br />GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />A: r <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />4 <br />SEE PLAN FOR FOOTING <br />DIMENSIONS <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING BASE <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />SHED FORWARD THIS DRAWING. <br />SCALE: N.T.S. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x1 6 BLOCK <br />DOOR OPENING <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 />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />NOT TRANSFER LOAD. <br />2 x 6 P. <br />J-BOLT <br />TRACK <br />BRACKET <br />FOP <br />iARAGE <br />iOOR <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 KK <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'- 4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />4' -9. <br />(2) <br />(3) <br />1 (2) <br />1 (2) <br />(1) LSTA30 <br />9'-16' <br />(3) <br />(4) <br />(2) <br />(4) <br />(2)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 />L @ 12" O/C FOR 2"xl 0" OR <br />3-ROWS 12d NAILS STAGGERED <br />GREATER HEADER <br />\—(2) 2x HEADER SEE PLAN <br />0 <br />INTERIOR HEADER: <br />1 <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER <br />* EXTERIOR HEADERS: <br />ONLY (1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />OPENING LARGER THAN 4 FT: <br />(2) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6) 10d 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 />WALL HEADER DETAIL <br />SCALE: N.T.S. 1\14� <br />SIMPSON SIMPSON <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />41-1 4 <br />12 <br />(TYP.) SEE ELEV. <br />1 <br />SIMPSON SP2 w/ (12) 1 Od <br />NAILS AT EACH STUD <br />1/2" EXTERIOR GRADE SHEATHING CRICKET AS <br />REQUIRED <br />FASTENED TO TRUSSES WITH 8d <br />COMMON WIRE NAILS @ 4" O/C <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 W1 <br />TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS <br />3/8" THICK EACH. 3RD LAYER <br />1/8" THICK OVER WATE <br />RESISTIVE BARRIER�" <br />BOUNDARIES 6" OIC EDGES & 8" <br />BLOCKING (_ <br />O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />S I M PSON H ETA20 w/ (8) 1 0dx1 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />(24" O.C. MAX) wl MIN. 4" EMBEDMENT <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />ROOF TRUSS <br />MOISTURE BARRIER <br />UPLIFT CONNECTOR <br />8"X8"Xl 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. 900 HOOK IN K.O. BLOCK <br />_mm_ <br />v <br />MASONRY WALL DETAIL <br />ALT. KNEEWALL ABOVE <br />SCALE: N.T.S. <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />0 <br />PSPN516Z w/ (12) 16d NAILS <br />TOP <br />2 ROWS 1 Od @ 3" O.C. (14 <br />SPLICE -7 NAILS TOTAL) EA. SIDE OF <br />-V,9,,4PLICE STAGGERED <br />Z <br />1 Od @ 8" O/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />W/ (4116d TOENAILS <br />TO'TOP PLATE <br />NOTE: <br />BOTTOM SPLIC <br />PLATE LENGTHS MUST BE <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL <br />SCALE: N.T.S. <br />F= 2240 LBS <br />3IMPSON <br />I< <br />SIMPSON SP4 <br />SP2 <br />=�':: <br />I U <br />P.T. <br />ATE <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl <br />AND BBIS1 FOR <br />ADDITIONAL DETAILS <br />RECESS <br />SIMPSON SIMPSON <br />SP4 SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SIMPSON <br />Spi <br />SP4 <br />SIMPSON <br />SP4 <br />NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />SIMPSON <br />Spi <br />SIMPSON <br />SP4 <br />TRUSS BOTTOM CHORD OR 2x4 <br />OCKING W/ 2-16d TOE NAILS <br />EACH END <br />Uj <br />0 <br />=cz < <br />co <br />2x TOP PLATE <br />\:2-16d NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />--I/ CHORD OR BLOCKING <br />2x STUD @ 24" <br />v <br />O.C. MAX. <br />ROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE <br />FP <br />EQUAL @ 12" O.C. <br />STAGGERED FROM BOT. <br />SEE A/S3 FOR <br />/ <br />PLATE TO CONCRETE <br />REIN F. INFO. <br />TYPICAL INTERIOR NOW <br />BEARING WOOD FRAME WALL//"' j <br />SIMPSON SP4 <br />�_2X TOP PLATE <br />OVERLAPPING <br />1 Od NAILS @ 6" <br />STAGGERED <br />J-BOLTS @ 24" O.C. <br />MAX <br />—2X P.T. PLATE <br />SCALE: N.T.S. <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />3 (5645# SPF) <br />3 (4565# SPF) <br />(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 />& NUT <br />2X8 P.T. BOTTOM PrTE <br />< <br />5/8"X1 0" "J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />C <br />SIMPSON <br />SP4 <br />" <br />2X8 P.T. BOTTOM <br />PLATE <br />UU <br />5/8"x10" "J" BOLTS @ 24" O.C. MAY <br />(MIN. (2) PER BOTTOM PLATE) <br />ROOFTRUSSABOVE <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 />@ 2'-0" O.C. <br />-MASONRYWALL <br />1 Od NAILS @ 4 <br />O.C. <br />10d NAILS @ 6 <br />STAGGERED /--STAGGERED <br />A/ 0 0 FTR�ANSOM FRAMING <br />B <br />BEYOND. <br />-PLYWOOD FASTENED TO TRUSSES <br />L PLYWOOD <br />WITH 8d COMMON WIRE NAILS @ 4" <br />O/C BOUNDARIES 6" O/C EDGES <br />10 SHEATHING <br />& 8" O/C FIELD <br />L <br />SIMPSON SP4 w/ (6) 10d x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE —PLYWOOD <br />HEATHING <br />SP8 FOR 2x8 WALL) S <br />SI MPSON SP2 w/ (12) 1 Od NAI LS MASONR I <br />Y_ <br />5/8"X10" J-BOLTS @ 24" O.C. <br />SIMPSON SPI w/ (10) 10d NAILS WALL BELOW 0- <br />MAX. (MIN. (2) PER BOTTOM <br />ALTERNATE: <br />5/8" DIA. ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY <br />I <br />SC <br />ALE: N.T.S. <br />C-4 <br />> 0 <br />r <br />cli <br />C'j <br />co >< <br />CU LL_ <br />"D <br />C:) <br />C C\I <br />0 <br />-0 N <br />W a) <br />CL <br />V) < <br />E <br />­ I <br />z 4"� - <br />� - <br />0 <br />a) -0 <br />3: (D <br />:77 <br />(D 0 <br />: :_ <br />> <br />> <br />0 <br />C: <br />U) '0 0, <br />C: <br />Ca <br />0 <br />> 1jj <br />C�j <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />raw <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineers signature an d seal, <br />0 <br />W <br />ANA& 4 <br />E 0 <br />A 8 <br />--6 E) G - I U - <br />Ul '5" <br />LWO <br />N <br />Lu <br />U� <br />co U_ u- o- Lu 3: <br />z <br />0 <br />:2 0 <br />-5'Fa <br />0 W <br />F co <br />0 2 C, 80 <br />10 < < <br />No z <br />IL <br />- CN Z -, oE <br />'j <br />LO C0 Q� Ln 0 <br />a04 <br />< <br />0 0 <br />z <br />W <br />co <br />72 <br />Q) <br />CD �5 <br />LU C <br />0 <br />Ln <br />V) <br />LU <br />0-1 - <br />A <br />U) <br />MIN <br />LU <br />2 E <br />— -a 8 <br />- <br />= 1� <br />65 <br />(0 <br />1921 <br />0 <br />M <br />14 <br />.4 <br />0 <br />Q0 <br />z <br />2 <br />C") <br />z <br />< <br />14 <br />U_ <br />C6 E- <br />0- <br />E 8 <br />'z <br />�' <br />z' <br />.'L <br />M <br />CU '6 <br />CD E <br /><z <br />U 0 <br />0< <br />X Z <br />z <br />1< <br />E, <br />'0 <br />'0 <br />cn <br />z <br />0 <br />RON <br />0 <br />'z <br />< <br />cic')> <br />C:) <br />T <br />.2 0 <br />E2 <br />E2 <br />W <br />0 <br />(3) <br />LO <br />C:) <br />C*_4 <br />M <br />CID <br />LO <br />60 <br />U) 0 <br />M <br />0 <br />C14 <br />LO <br />L0 <br />C'4 <br />C) <br />04 <br />CD <br />e_6 <br />< C) <br />Lf-) <br />E <br />64' <br />0 <br />ca <br />z <br />E <br />M <br />E <br />0 0 <br />-0 cc <br />JOB <br />NO: 21-01148-01143 <br />SCALE <br />AS NOTED <br />SHEET NO. <br />S4 <br />