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Cn <br />I <br />C'4 <br />C'sl <br />V) <br />-if <br />C�4 <br />CN <br />C:) <br />C) <br />IC44 <br />04 <br />Cn <br />C-0 <br />rn <br />C) <br />C14 <br />C14 <br />CD <br />r") <br />C) <br />LO <br />C14 <br />C) <br />I <br />rl) <br />C-4 <br />c14 <br />E <br />E <br />d) <br />0 <br />C14 <br />C) <br />C14 <br />Ln <br />C'4 <br />CD <br />L0 <br />0 <br />Cn <br />S2 <br />0_1 <br />V) <br />M <br />U-1 <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 STANDARD 3" DIA. TEE <br />SEE PLAN FOR HEADER—\/, ///-SEI PLAN FOR SIZE THREADED 3" DIA. EXTENSION <br />CONNECTION SCREW OFF CAP (3" DIA.) <br />�to <br />FOR CLEAN -OUT <br />-----2x DEAD WOOD @ MID <br />POINT w/ (3) 12d <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 5/8" 8" 7 5/81, 8" <br />A — <br />7 v <br />-SOLIDAREASARE <br />7 5/8" 8" <br />TONEAILS SPACED EXTERIOR FACE OF BLOCK <br />TEEL AND G <br />OUT <br />DOUBLE 2x TOP EVENLY El <br />PLATE WALL IS 1 1/2" MAXIMUM 11 <br />INTERIOR <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR <br />WALL <br />FACE OF BLOCK WALL IS 2 1/4" <br />, I <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 />2xBOTTOMPLATEW/(1)10d@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 SEE TYPICAL WALL SECTION <br />,,----,---PRE-ENGINEERED WOOD <br />(TYP) SEE ELEV. <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR <br />(SEE SCHEDULE) <br />DOUBLE 2x4 SPF. #2 <br />TOP PLATE <br />2x S. P. F. STU DS @ 16" 0. C. <br />SINGLE 2x CONT. TOP <br />PLATE W1 (2) 12d INTO <br />TRUSS ABOVE <br />2x CLOSURE WALL W1 <br />STUDS @ 16" O.C. W/ <br />SIMPSON SP2 w/ (12) 1 Od <br />(3) 1 Od TOENAILS T&B <br />NAILS AT EACH STUD AS REQ'D <br />2x BLOCKING @ MID <br />=--,----,POINT EVERY OTHER <br />STUD W/ (3) <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 W1 (10) 1 Od <br />U <br />NAILS AT EACH STUD <br />2x P.T. PLATE <br />L// <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT <br />8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT.. <br />AND FILLED SOLID W/GROUT <br />/ I <br />- <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 />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 />BLOCKING (TYP.) <br />\--ROOFTRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />Z SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />- - <br />CL <br />DOOR OPENING DOOR OPENING <br />—Ai <br />TO DRAIN <br />EXTERIOR <br />WALL <br />WALL CLEAN -OUT rA <br />SCALE: N.T.S. <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 <br />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 />rD <br />TYPICAL SECTION THRU WINDOW KB MASONRYLAYOUT <br />SCALE: N.T.S. <br />KNOCK -OUT),--\ <br />5 NOTCH LINTEL WHERE REQUIRED <br />BLOCK W1 (1 FOR CONCRETE PLACEMENT 7 <br />�L <br />t 8" STD. 9CrHOOK��_ <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 />717T <br />LE <br />L___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 />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 />CREATE A SOLID BASE FOR <br />1/2"X9 1/2" PLYWOOD <br />BLOCK WALL ABOVE. <br />SCRAP MATERIA <br />0 <br />Uj <br />> <br />FORM CREATES CONCRETE RECESS TO <br />\_ RECEIVE GARAGE DOOR AND TO ALLOW <br />2x4 (NOM. <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 />MOUNTING BASE SHOWN <br />IN POSITION GARAGE ENTRY FORM DETAIL <br />2X6 MOUNTING BASE <br />GARAGE DOOR <br />8x8x16 C.M.U. <br />GARAGE DOOR ROLLER <br />CONNECTION ASSEMBLY <br />GARAGEFLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />96 3/8" <br />71 <br />58" <br />41 <br />34" <br />d3 1/2"- <br />SCALE: N.T.S. <br />TRACK MOUNTING BRACKET <br />GARAGE DOOR TRACK <br />4 <br />POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTING B� <br />TO BE 2" ABOVE FINISHED <br />BLOCK WALL, RECESSED SPACE GARAGEFLOOR. <br />FOR GARAGE DOOR AND WATER <br />SHEDFORW <br />ARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />VID <br />2x CRIPPLES @ <br />16" O.C. W1 (2) 12d <br />TOENAILS T/B <br />SIMPSON SP4 W/ (6) <br />1 Od x 1112" AT EA <br />STUD (USE SP6 FOR <br />2x6 WALL, USE SP8 <br />FOR 2X8 WALL) <br />1 Od NAILS@ 8" <br />O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 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 />2 x 6 P. <br />J-BOLT <br />TRACK <br />BRACKET <br />rop <br />iARAGE <br />iOOR <br />MOUNTING ANGLE <br />W/ <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 />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STUDS <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 />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />(3) <br />(4) <br />2) <br />(4) <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 />REQUIRED CONNECTION <br />SEE FLOOR PLAN NOTES FOR <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 />GREATER HEADER <br />'­(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER: <br />2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER <br />o EXTERIOR HEADERS: <br />ONLY <br />(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) 1 Od x 1 1/2" EACH <br />SIDE <br />""-2x STUDS TYP. <br />SIMPSON HTT4 TYP. <br />U.N.O. SEE NIS4 <br />HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />P.T. BOT. PLATE <br />BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL rQ <br />SCALE: N.T.S. � �4 <br />SIMPSON SIMPSON <br />SP2 <br />SP4 <br />2X STUDS @ 24" O.C. <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />12 <br />(TYP.) SEE ELEV. <br />SIMPSON SP2 w/ (12) 10d <br />NAILS AT EACH STUD <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 BARRIERZ� <br />TRUSS BOTTOM CHORD OR 2x4 <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET AS <br />BLOCKING W/ 2-16d TOE NAILS <br />@ EACH END <br />FASTENED TO TRUSSES WITH 8d <br />REQUIRED <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING <br />A <br />Lu <br />O/C FIELD <br />2x TOP PLATE <br />\:2-16d <br />2X4 PT STUDS @ 16" O.C. <br />NAILS @ 24" O.C. OR <br />(2) 2X4 PT STUDS UNDER HIP <br />EQUAL TO TRUSS BOTTOM <br />CARRIER/GIRDER TRUSS <br />CHORD OR BLOCKING <br />SIMPSON HETA20 wl (8) 10dxl 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />2x STUD @ 24'. <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />L <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />IN KO BLOCK AT EA. STUD <br />7/ <br />MAIN SPAN <br />2x P.T. PLA TE <br />EQUAL @ 12" O.C. <br />MOISTURE BARRIER <br />ROOF TRUSS <br />SEE A/S3 FOR <br />STAGGERED FROM BOT. <br />UPLIFT CONNECTOR <br />REINF. INFO. <br />PLATE TO CONCRETE <br />8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE) <br />1 <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL--- H I <br />W/ STD. 90' HOOK IN K.O. BLOCK <br />v <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />SCALE: N3.S. <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE wl MORE <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />PSPN516Z w/ (12) 16d NAILS <br />TOP 2 ROWS 1 Od @ 3" O.C. (14 <br />SPLICE NAILS TOTAL) EA. SIDE OF <br />SPLICE STAGGERED <br />10d @ 8" O/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />W/ IA� 16d TOENAILS <br />T076PPLATE <br />NOTE: <br />BOTTOM SPLIC <br />PLATE LENGTHS MUST BE <br />OVERSTUD <br />AT LEAST 4'-0" LONG. TYPICAL <br />TOP PLATE SPLICE DETAIL <br />SCALE: N.T.S. <br />F= 2240 LBS <br />SIMPSON rc <br />P.T. <br />ATE <br />SP2 <br />SIMPSON <br />1 O <br />ST <br />M� <br />TRANSOM FRAMING <br />SEE SECTION J/SS <br />AND K/SS FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />\\-NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />SIMPSON <br />spi <br />SIMPSON- <br />SP4 <br />2X8 P.T. BOTTOM PrTE <br />SIMPSON SIMPSON C <br />SP4 SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />spi <br />SIMPSON <br />SP4 <br />RECESS SIMPSON <br />LINTEL SP4 <br />\-5/8 x10" "J" BOLT @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />SIMPSO <br />N <br />SP4 <br />" <br />2X8 P.T. BOTTOM <br />PLATE <br />L5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL/` j <br />P4 <br />2X TOP PLATE <br />OVERLAPPING <br />NAILS @ 6" <br />%GGERED <br />O.C. <br />3OLTS @ 24 <br />kX <br />2X P.T. PLATE <br />SCALE: N.T.S. �4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />(5645# SPF) <br />(6970# SPF) <br />G (9335# SPF) <br />N. 8" <br />:)OXIED A.T.R. <br />& NUT <br />'OXIED A.T.R. <br />t & NUT <br />DXIED A.T.R. <br />t & NUT <br />C <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 />518"X1 0" J-BOLTS <br />@ 2-101" O.C. <br />'MASONRY WALL <br />1 Od NAILS@ 4 <br />STAGGERED A 1 Od NAILS @ 6" O.C. <br />STAGGERED <br />TRANSOM FRAMING <br />BEYOND. <br />-PLYWOOD FASTENED TO TRUSSES r - - - - - - <br />WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES 10 SHEATHING <br />& 8" O/C FIELD <br />L <br />SIMPSON SP4 w/ (6) 1 Od x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE <br />�—PLYWOOD <br />SP8 FOR 2x8 WALL) <br />SHEATHING <br />SIMPSON SP2 wl (12) 10d NAILS MASONRY­- <br />5/8"X10" J-BOLTS @ 24" O.C. <br />SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0- <br />MAX. (MIN. (2) PER BOTTOM <br />PLATE) <br />ALTERNATE: <br />_j 5/8" DIA. ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY <br />REV. 06.24.22 SCALE: N.T.S. <br />re) <br />C%j <br />C= <br />C%j <br />>. LU <br />C* <br />- <br />= - <br />=_ t-- C= <br />>< <br />LL_ <br />.- Cc = <br />-= <br />E <br />t_ 1W cc <br />V1111111111pple Ittzz. <br />tZ Q VVA <br />z� <br />S E <br />1�j <br />7_7 <br />L <br />0 <br />L; <br />To the best of the Engineer`s knowledge, information and belief, <br />the structural plans and specifications contained within these <br />Residential 7th Edition. Engineeft signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engines rs signature and seal. <br />E <br />0 <br />0 C-, <br />6,- <br />00 a) <br />Uj 0 Lo C? -0, <br />U. "u <br />c- <br />L <br />4 Co LL U_ (5 <br />0 _j zo <br />0 <br />13 <br />z 3: Z) <br />c, <br />�4 (D M Uj < <br />r- Co <br />W 0 2 c, <br />W 0� 0 Ld <br />Z .0 ci z <br />, < <br />C', <br />C14 0 <br />< -1 El <br />0 d <br />z <br />W <br />C, <br />(0 <br />aelf a < <br />< <br />U) <br />kn <br />4- <br />LU <br />M <br />U <br />0 <br />11 <br />U0 <br />V) <br />I— U) <br />E <br />PIP c- ai <br />U) <br />C=> <br /><0 <br />cl'� <br />cl'� <br />___j <br />0, <br />5 � <br />f <br />< <br />�E <br />E <br />4 <br />E 0 <br />C', <br />1— (a <br />Q <br />c2:3 E <br />0< <br />0� <br />z <br />C�D <br />c,3 ru <br />< <br />�0 <br />0, <br />:�F <br />N <br />2 <br />'0. <br />W <br />U) <br />CD <br />0 <br />3: <br />�� <br />X �; <br />W 0 <br />6j �1� <br />11 <br />�0 <br />`2- <br />01 <br />0 <br />C) <br />>0 0o <br />7 (D <br />U <br />CY) <br />cc <br />ICU <br />a) <br />0 <br />F_ <br />CII)i <br />LL_ <br />C=) <br />Ill <br />CL <br />C114 <br />N— <br />Cr E <br />80 <br />.2 cc <br />L) <br />-T- <br />LO <br />r- <br />0 't <br />LO <br />CD <br />ce) M <br />L0 <br />C-4 <br />C; 8 <br />M <br />< -r-- <br />c.6 <br />(0 <br />'T7 <br />E <br />CY) CY) <br />6 <br />co <br />T_ <br />�i LID <br />;E <br />z <br />E T_ 0 <br />2 <br />r_ <br />-M <br />E �-; 'a <br />0 0 'D co <br />0 _j < 0 <br />0) <br />JOB <br />NO: 23-04725-04730 <br />SCALE AS NOTED <br />SHEET NO. <br />S4 <br />