Laserfiche WebLink
12 <br />_Z,(TYP) SEE ELEV. <br />SIMPSON SP2 w/ (12) 10d <br />NAILS AT EACH STUD <br />CRICKET AS REQUIRED <br />2x6 / 2x8 WALL <br />BEYOND SEE PLA <br />FOR HEADER <br />CONNECTION <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />N <br />(2) 2x HEADER TO SIT <br />i FLUSH TO THE OUTSIDE <br />i SEE PLAN FOR SIZE <br />2x DEAD WOOD @ MID <br />POINT w/ (3) 12d <br />TONEAILS SPACED <br />V EVENLY <br />HEADER FLUSH TO OUTSIDE OPTION <br />"OUBLE 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 W/ (1) 10d @ 8" <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL rT� <br />SCALE: N.T.S. S4 <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 />II 2x CLOSURE WALL W/ <br />II 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) Od NAI S <br />SINGLE 2x CONT. BASE II <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) 10d <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"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 />GENERALNOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />BLOCKING (TYP.) <br />-ROOF TRUSS <br />PLIFT CONNECTOR (SEE SCHEDULE) <br />OISTURE BARRIER <br />SCALE: N.T.S. <br />LSEE 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 />W/ DRYWALL SCREWS <br />@ 8" O.C. OR 4d <br />DRYWALL NAILS <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 -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/(1)#5 FOR CONCRETE PLACEMENT 1 <br />• • <br />.• ' <br />•' <br />■■ill <br />MEN <br />�IiBI <br />IIII� <br />moll <br />lNINE <br />Milli <br />IIIL� <br />■III <br />lii■� <br />NINE <br />Milli <br />IRII� <br />NOTES: <br />lO 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 6'4- 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 />J <br />J <br />w <br />> <br />0 <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 />MOUNTING BASE SHOWN <br />IN POSITION GARAGE ENTRY FORM DETAIL <br />2x6 MOUNTING BASE SCALE: N.T.S. <br />�8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET <br />0 <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />CONNECTION ASSEMBLY <br />.., GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />-...... _:::::::::::... <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <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 5/8" 8" 7 5/8" 8" 7 5/8" 8" <br />INTERIOR <br />WALL <br />C <br />EXTERIOR <br />WALL <br />1ST COURSE 2ND COURSE 3RD COURSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE <br />COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRY LAYOUT rD <br />SCALE: N.T.S. S4 <br />2x CRIPPLES @ <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />SIMPSON SP4 w/ (6) <br />10d x 1 1/2" AT EA <br />STUD (USE SP6 FOR <br />2x6 WALL, USE SP8 <br />FOR 2x8 WALL) <br />10d 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 -CL <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 />2x6P. <br />J-BOLT <br />TRACK <br />BRACKET <br />rOP <br />a <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 K <br />SCALE: N.T.S. S4 <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 />V-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 />1 (3) <br />1 (4) <br />1 (2) <br />1 (4) <br />1 (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 />3-ROWS 12d NAILS STAGGERED <br />@ 12" O/C FOR 2"x10" OR <br />GREATER HEADER <br />1 <br />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER: <br />S4 <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER <br />• 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) 10d x 1 1/2" EACH <br />SIDE <br />' <br />2x STUDS TYP. <br />00 <br />SIMPSON HTT4 TYP. <br />Op OR <br />U.N.O. SEE N/S4 <br />** <br />HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />P.T. BOT. PLATE BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL Q <br />SCALE: N.T.S. S4 <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />12 TRUSSES @ 24" O/C <br />(TYP.) SEE ELEV. 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 />SIMPSON SP2 w/ (12) 10d <br />\ �( <br />NAILS AT EACH STUD <br />\�J <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET AS <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 />O/C FIELD <br />- <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />- <br />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />71 <br />NAILS AT EA. TRUSS VERTICAL WEB <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />L <br />IN KO BLOCK AT EA. STUD <br />7 <br />MAIN SPAN <br />MOISTURE BARRIER <br />ROOF TRUSS <br />UPLIFT CONNECTOR <br />8"X8"X16" 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 />ALT. KNEEWALL ABOVE MASONRY <br />WALL DETAIL <br />_ SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />/8"x10" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION <br />2. <br />P <br />SIMPSON SP4 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />Q a. <br />RECESS <br />LINTEL <br />SCALE: N.T.S. <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 2 ROWS 10d @ 3" O.C. (14 <br />SPLICE NAILS TOTAL) EA. SIDE OF <br />�g.Sti ICE STAGGERED <br />ATTACH ALL -' <br />EXTERIOR STUDS <br />W/(Al 6d TOENAILS <br />TOP PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL K'M <br />SCALE: N.T.S. S4 <br />F= 2240 LBS �7 <br />SIMPSON n <br />C <br />C P.T. <br />ATE <br />JlmrJUN or4 <br />SP2 <br />SIMPSON <br />10( <br />ST <br />co <br />MI <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 />SIMPSON <br />SP4 <br />SIMPSON <br />SP1 <br />SIMPSON <br />SP4 <br />J <br />A 2X8 P.T. BOTTOM P TE <br />SIMPSON SIMPSON <br />SP4 SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON — <br />SP1 <br />SIMPSON <br />SP4 <br />EBLOCKING <br />USS BOTTOM CHORD OR 2x4 <br />W/ 2-16d TOE NAILS <br />EACH END <br />w <br />z <br />V2-16d <br />0 2x TOP PLATE U) <br />NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x STUD @ 24" <br />' <br />O.C. MAX. <br />P.A.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 />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL ,J <br />SCALE: N.T.S. S4 <br />SP4 <br />2X TOP PLATE <br />OVERLAPPING <br />NAILS @ 6" <br />kGGERED <br />3OLTS @ 24" O.C. <br />\X <br />2X P.T. PLATE <br />5/8"xl0" "J" BOLT @ 24" O.C. MAX. B <br />(MIN. (2) PER BOTTOM PLATE) <br />SIMPSON <br />SP4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />i (4565# SPF) <br />i (5645# SPF) <br />i (6970# SPF) <br />IS (9335# SPF) <br />N. 8" <br />'OXIED A.T.R. <br />I&NUT <br />OXIED A.T.R. <br />I&NUT <br />DXIED A.T.R. <br />I&NUT <br />C <br />ROOF TRUSS ABOVE <br />/- 2X BLOCKING <br />0 <br />(2) 16d TOE NAILS <br />EA. BLOCKING <br />2X8 WALL ABOVE <br />ENTRY <br />11 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 />10d NAILS @ 4 A 10d NAILS @ 6" O.C. <br />STAGGERED STAGGERED <br />TRANSOM FRAMING <br />o o BEYOND. <br />PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES o E SHEATHING <br />& 8" O/C FIELD <br />S4 <br />s <br />• SIMPSON SP4 w/ (6) 10d x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE PLYWOOD <br />SIMPSON SP8 FOR 2x8 WALL) SHEATHING <br />SP4 SIMPSON SP2 w/ (12)10d NAILS MASONRY <br />• SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. <br />MAX. (MIN. (2) PER BOTTOM <br />a <br />2X8 P.T. BOTTOM <br />PLATE <br />D <br />5/8"x10" "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. S4 <br />AUG 2 4 <br />vIRTUA, REvIE`:r ASSI� <br />-r r <br />Virtual R��i IC- <br />Plans Review c ir', <br />for conlpiiance with ti-t: 2,6 <br />Edition by Debra Anne Klahr <br />N <br />N <br />0 <br />N <br />04 <br />LO <br />s- r. <br />°0° <br />���J <br />1-41 <br />w <br />of <br />Z <br />i >0' °u <br />W <br />ch 6 <br />z. <br />N V -0-0- 2M <br />Y/ �-- L M <br />Q 2 O <br />0 G- S 0 a <br />t ��� <br />.N V LU } <br />W L p Ecco o) <br />a�0 m <br />E- a <br />LLJ <br />LLJV <br />❑w w0E- <br />WFQ Dg� iY�Yzw Z <br />O <br /><aX-Zw <br />Q <br />a <br />ouz)mgcO _ <br />D� LL u-- �J H¢¢ <br />r490Z0Eo0mZZ 0 <br />Cy Q 0 <br />��Z <br />(5LU(LW nzwLUfnwi'¢� J <br />Q0WO�H�Z�WpmUOQ <br />oaf o n oQZ�ga <br />,_¢ 0 LL <br />A <br />CD <br />O <br />N <br />0_W <br />I-- <br />> � <br />��C:)o <br />O <br />Q U) Ln <br />J <br />LL <br />LULn <br />�a <br />Z U <br />LU <br />w <br />_jC) <br />ko <br />N <br />O <br />N <br />O <br />N <br />O <br />O <br />c6 <br />T_ <br />� <br />o0 <br />r- <br />00 <br />r- <br />O <br />N <br />C:)O <br />0 <br />N <br />C:)O <br />N <br />N <br />C:)O <br />N <br />N <br />o <br />N <br />N <br />0 <br />CV <br />N <br />O <br />O— <br />O <br />O <br />ap <br />O <br />N <br />CM <br />O <br />N <br />4 <br />O <br />r <br />O <br />O <br />O <br />O <br />O <br />O <br />e- <br />O <br />e- <br />N <br />O <br />0 <br />' ^ <br />�1 J <br />` <br />> <br />.-- <br />CD <br />N <br />0 <br />M <br />0 <br />4 <br />0 <br />to <br />0 <br />CO <br />0 <br />1` <br />mt <br />Cr <br />M � <br />Z Z <br />O <br />vV <br />oWU) <br />5: <br />C)Ur <br />0 <br />Q <br />~�w� <br />�Q <br />�— <br />-� <br />z <br />zw~a <br />� � H <br />�m0Z <br />L0�� <br />z <br />Ti <br />�ZZLL <br />N <br />Ovg}W <br />Z T-1 <br />Z <br />Q O <br />Z <br />Q <br />1 U <br />V <br />�0O_ <br />F== m <br />Z <br />Z <br />Z <br />w <br />J <br />W <br />v <br />N <br />LAST PLOT DATE <br />Apr. 27, 22 <br />STRUCTURAL <br />z Q <br />, I <br />DETAILS <br />