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(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />2x6 / 2x8 WALL PLAN <br />BEYOND SEE PLAN <br />FOR HEADER (2) 2x HEADER TO SIT <br />CONNECTION 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 />�! 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 />VAR[ ES 2x BOTTOM PLATE W/ (1) 10d @ 8" <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. SL� <br />12 <br />\TYP) SEE ELEV. <br />� II <br />SIMPSON SP2 w/ (12) 10d II <br />NAILS AT EACH STUD <br />CRICKET AS REQUIRED <br />II <br />SINGLE 2x CONT. BASE II <br />PLATE W/ (2) 16d TO II <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 />• <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 />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) 10d TOENAILS T&B <br />AS REQ'D <br />-2x BLOCKING @ MID <br />POINT EVERY OTHER <br />STUD W/ (3) 10d NAIL <br />BLOCKING (TYP.) <br />�-ROOFTRUSS <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 />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 1 112" 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 g <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ] <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / <br />.I <br />. ••• <br />.. <br />. .- • . <br />�7_ <br />III <br />�li <br />91 <br />II <br />II <br />-ill' <br />"�I-1 <br />NOTES: <br />C 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 />O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />O 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 />\\0\\\\\\\\\\\=o <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 />FMOUNTING BASE SHOWN <br />IN POSITION GARAGE ENTRY FORM DETAIL <br />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />\GARAGE DOOR TRACK <br />bUALL: N.1.6. a <br />I. < n i . . <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E <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" <br />❑ SOLID AREAS ARE ❑ <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 />❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT 1/8" THICK OVER WATER <br />INTERIOR FULL 8x8x16 BLOCK RESISTIVE BARRIER <br />SIMPSON SP2 w/ (12) 10d <br />WALL ❑ 1F=7 <br />NAILS AT EACH STUD <br />CC DOOR OPENINGDOOR OPENING DOOR OPENING -� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS <br />In L <br />FASTENED TO TRUSSES WITH 8d REQUIRED <br />COMMON WIRE NAILS @ 4" O/C <br />EXTERIOR ❑ ❑ ❑ BOUNDARIES 6" 0/C EDGES & 8" BLOCKING (T ) <br />WALL ❑ ❑ ❑ O/C FIELD <br />2X4 PT F❑ ❑ ❑ (2) 2X4 PT SDTUDS UNDER HIP <br />1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS <br />IL <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2" <br />COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB 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 />ROOF TRUSS <br />MASONRY LAYOUT rD MOISTURE BARRIER <br />UPLIFT CONNECTOR <br />SCALE: N.T.S. �4� 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (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 />VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <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 />SCALE: N.T.S. <br />96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />_ 88" NOT TRANSFER LOAD. <br />WALL *TH1 <br />E OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />d' n a N 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />DOOR STOPN516Z w/ (12) 16d NAILS <br />71" <br />a a ° MOLDINGTOP <br />2 ROWS 10d @ 3" O.C. (14 <br />2 x 6 P.T. SPLICE NAILS TOTAL) EA. SIDE OF <br />58" <br />�DOOR GE itq, SPLICE STAGGERED <br />sJ-BOLT <br />TRACK <br />BRACKET <br />7 5/8" 8" <br />SOLID AREAS ARE <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 KSCALE: N.T.S. S4 <br />HEADER SUPPORT <br />NO.OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING2" <br />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 />(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 />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 />10d x 1 1/2" AT EA <br />STUD (USE SP6 FOR <br />• INTERIOR HEADER: <br />2x6 WALL, USE SP8 <br />(1) 2x SILL PLATE W/ (2) <br />FOR 2x8 WALL) <br />12d TOENAILS <br />BOX HEADER• <br />EXTERIOR HEADERS: <br />10d NAILS@ 8" <br />ONLY(1) <br />2x SILL PLATE W/ (2) <br />0/C TYP.12d <br />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) 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 />WALLS NOTED <br />P.T. BOT. PLATEBEARING <br />WITHOUT UPLIFT <br />INTERIOR WALL HEADER DETAIL <br />SCALE: N.T.S. <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />N u <br />y/8"x10" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION <br />2P <br />SIMPSON SP4 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />RECESS <br />LINTEL <br />a <br />12 <br />(P) SEE ELEV. <br />Z- <br />10d @ 8" O/C <br />ATTACH ALL J <br />EXTERIOR STUDS <br />W/ (4) 16d TOENAILS <br />TO TbP 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 M <br />SCALE: N.T.S. S4 <br />F= 2240 LBS �7 <br />SIMPSON C <br />SIMPSON SP4 SP2 <br />\--NAILED <br />INTO <br />TRANSOM <br />TRANSOM FRAMING <br />FRAMING <br />( P.T. <br />SEE SECTION AA/S1 <br />ATE <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />SIMPSON <br />SP1 <br />SIMPSON <br />SIMPSON <br />/ LINTELS <br />SP4 <br />SP4 <br />SIMPSON <br />SP4 <br />° <br />SIMPSON <br />SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP1 SIMPSON <br />SIMPSON SP4 <br />SP4 <br />LBLOCKING <br />USS BOTTOM CHORD OR 2x4 <br />W/ 2-16d TOE NAILS <br />EACH END <br />=(:� < <br />cc �U/^1 <br />T G VJ <br />2x TOP PLATE <br />2-16d NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x STUD @ 24" <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE <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 />SIMPSON SP4 <br />�2X <br />TOP PLATE <br />OVERLAPPING <br />—10d NAILS @ 6" <br />STAGGERED <br />J-BOLTS @ 24" O.C. <br />MAX <br />-2X P.T. PLATE <br />a 2X8 P.T. BOTTOM P ATE <br />5/8"x10" "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 />3 (4565#SPF) <br />> (5645# SPF) <br />> (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 />�(2) 16d TOE NAILS <br />EA. BLOCKING <br />2X8 WALL ABOVE <br />ENTRY <br />• <br />K.O. BLOCK W/(1) <br />#5 CONT. & <br />FILLED <br />5/8"X10" J-BOLTS <br />@ 2'-0" O.C. <br />C <br />MASONRY WALL <br />10d NAILS @ 4 A 10d NAILS @ 6" O.C. <br />STAGGERED STAGGERED <br />TRANSOM FRAMING <br />❑1=m o c BEYOND. <br />PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES E SHEATHING <br />& 8" O/C FIELD <br />S4 <br />B <br />• SIMPSON SP4 w/ (6) 10d x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE PLYWOOD <br />SP8 FOR 2x8 WALL) SHEATHING <br />• SIMPSON SP2 w/ (12) 10d NAILS MASONRY­-5/8"X10" J-BOLTS @ 24" O.C. <br />• SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW <br />MAX. (MIN. (2) PER BOTTOM <br />a <br />2X8 P.T. BOTTOM <br />PLATE <br />uu <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 <br />SCALE: N.T.S. <br />Na <br />for rer <br />N <br />- <br />04 <br />04 <br />A+ <br />co <br />s s <br />Lo <br />00 <br />Lo <br />AR 0- E <br />`y <br />z4 <br />w <br />r s <br />>: <br />_ <br />O <br />0 <br />w <br />0 <br />z <br />Q <br />nN 0 Lo - <br />6.i 0 o u <br />W <br />c0 � ai <br />M +' <br />ft +' <br />V -0-0- M <br />M <br />� Er <br />Oo B o <br />ti o O Q <br />i U a <br />- <br />•tom V w /N 0/�� <br />11M <br />N <br />o E- <br />com <br />a 0CL <br />W <br />w <br />�� 2zLu <br />oQL LuO <br />LL O <br />zQ <br />0XJ0Oz2Op_J0 <br />, Z <br />0<Z LLtLL Q <br />ou) Q0zoWoomzZQ <br />U <br />(?f <br />U) Z <br />��a�zYOZZLLpW0�a <br />Q�W���� gWo2V�¢ <br />o� o oQZ a <br />LL Q O E a LL <br />0 <br />O <br />O <br />CN <br />z <br />W <br />OF_ <br />iU)O <br />0 � M O� <br />0 J Ln <br />2 (n ti <br />< Lq <br />z <br />I—�0_M <br />T- <br />QUa00 <br />z �— <br />Wz3: <br />WO <br />J O <br />d- <br />bn <br />9 <br />Viet"ai Review <br />v_ c""l'et <br />ssis°, <br />I <br />le <br />I <br />ii�nre Ws ith Me <br />P o i <br />d a <br />� 2 <br />d a <br />8� <br />rov <br />tpj Ei <br />d <br />fiffa <br />ra r,nrjz� K, <br />t <br />.1. <br />N <br />o <br />N <br />®' <br />o <br />o <br />•- <br />0 <br />N <br />N <br />N <br />N <br />CD <br />0000 <br />0 <br />r- <br />O <br />I <br />I <br />I <br />' <br />z <br />0 <br />N Lo <br />w <br />o <br />0 <br />0 <br />M <br />o <br />4 <br />I <br />I <br />I <br />� <br />� <br />N <br />� <br />coLn <br />co <br />Z~ <br />zZ <br />Qw <br />O <br />W <br />O <br />000 <br />U <br />DZ� <br />0 <br />gr0 <br />Qz <br />0-i7a- <br />Lu <br />r-I <br />= <br />0 <br />m � w <br />N <br />1­-1.-2N <br />z�0 oq) <br />■ <br />W <br />D- <br />2§2 <br />Q <br />O <br />U <br />zoo <br />ILZ� <br />z <br />z <br />O U <br />z <br />z <br />z <br />z <br />w <br />uicq <br />J <br />LAST PLOT DATE <br />O <br />. . <br />Z 0 <br />STRUCTURAL <br />DETAILS <br />