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2x6 / 2x8 WALL <br />BEYOND SEE PLA <br />FOR HEADE <br />CONNECTIO <br />N <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />R (2) 2x HEADER TO SIT <br />N I FLUSH TO THE OUTSIDE <br />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 />2x BOTTOM PLATE W/ (1) 10d @ 8" <br />VARIES O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL 1 <br />SCALE: N.T.S, SL.� <br />:�y13) SEE ELEV. <br />111 <br />SIMPSON SP2 w/ (12)10d �� <br />NAILS AT EACH STUD <br />*+ <br />CRICKET AS REQUIRED <br />I <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 />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. 90A HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL <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 />PROOF TRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <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 q <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 B <br />S4 <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 <br />m-im <br />r, <br />� <br />GREATER., ..SUN PLAN)I�I�■ <br />• <br />OPENING <br />. • . •- • <br />�II�I <br />IIII� <br />■i■�II <br />'11III■ <br />i <br />IIII <br />�IIlI <br />�lIII <br />MiIIlI <br />IIII� <br />NOTES: <br />O 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 />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 />WIDTH OF OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />J <br />r > <br />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 />MOUNTING BASE NOT SHOWN <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />FOR CLARITY SEE DETAIL <br />MOUNTING BASE SHOWN <br />IN POSITION <br />K/S4 <br />GARAGE ENTRY FORM DETAIL <br />SEAT FOR BLOCK IS POURED <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />—8x8x16 C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />TROWEL FINISH SEE <br />GENERALNOTES <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 />MOUNTING BASE DETAIL <br />° <br />SCALE: N.T.S. <br />d <br />a <br />SEE PLAN FOR FOOTING <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E <br />DIMENSIONS <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR, <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />P <br />SHED FORWARD THIS DRAWING. <br />SCALE: N.T.S. <br />S4 <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />7 5/8" 8" 7 5/8" 8" 7 5/8" 8" <br />❑ SOLID AREAS ARE ❑ ❑ <br />❑ STEEL AND GROUT ❑ ❑ <br />INTERIOR <br />WALL ❑ ❑ ❑ <br />�L DOOR OPENING DOOR OPENING <br />LM <br />EXTERIOR J ❑ ❑ <br />WALL ❑ ❑ ❑ <br />❑ ❑ ❑ <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 C <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />ON P4 / 6 <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING —Ct <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 />V 1V 1� I-' <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 />1 (2) <br />(2) <br />1 (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 />GREATER HEADER <br />SOd <br />�(2) 2x HEADER SEE PLAN <br />xS 1/2'SAT EA() <br />.� <br />STUD (USE SP6 FOR <br />• INTERIOR HEADER: <br />2x6 WALL, USE SP8 <br />S4 <br />(1) 2x SILL PLATE W/ (2) <br />FOR 2x8 WALL) <br />12d TOENAILS <br />BOX HEADER <br />• EXTERIOR HEADERS: <br />10d N AIL <br />AILS @ 8" <br />ONLY <br />(1) 2x SILL PLATE W/ (2) <br />0/C <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) 10d x 1 1/2" EACH <br />SIDE <br />2x STUDS TYP. <br />00 SIMPSON HTT4 TYP. <br />O,o OR U.N.O. SEE N/S4 <br />** HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />P.T. BOT. PLATE BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />INTERIOR WALL HEADER DETAIL Q <br />SCALE: N.T.S. S4 <br />GE <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 />NAILS AT EACH STUD <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 />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />SIMPSON HETA20 w/ (8) 10dx1 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />• <br />L <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />MOISTURE BARRIER <br />ROOF TRUSS <br />UPLIFT CONNECTOR <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />__ <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 />ALT. KNEEWALL ABOVE MASONRY <br />WALL DETAIL <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <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 />1 . S�8„ SPLICE STAGGERED <br />OAST, . t10d @ 8" 0/C <br />ATTACH ALL -' <br />EXTERIOR STUDS <br />W/ �4) 16d TOENAILS <br />TO TOP PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />OVER STUD <br />AT LEAST 4'" LONG. TYPICAL -0 <br />TOP PLATE SPLICE DETAIL M <br />SCALE: N.T.S. S4 <br />F= 2240 LBS �7 <br />SIMPSON rc <br />i <br />r /8"x10" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER c <br />BOTTOM PLATE <br />SECTION 2X P.T. <br />14 PLATE <br />SIMPSON SP4 <br />�01 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />RECESS <br />LINTEL <br />auwrOUN Jr4 <br />SP2 <br />�uvirwry <br />NAILED <br />TRANSOM FRAMING <br />INTO <br />TRANSOM <br />FRAMING <br />10 <br />S <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />SIMPSON <br />SP1 <br />RECESS <br />SIMPSON <br />SP4 <br />SIMPSON <br />SP4 <br />M <br />LINTEL <br />d 2X8 P.T. BOTTOM P ATE <br />LTRUSS BOTTOM CHORD OR 2x4 <br />BLOCKING W/ 2-16d TOE NAILS <br />@ EACH END <br />w <br />0 <br />-_ Z ¢ <br />Er <br />2x TOP PLATE/T <br />2-16d 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 />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 <br />SCALE: N.T.S. S4 <br />)r4 <br />2X TOP PLATE <br />OVERLAPPING <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />> (4565#SPF) <br />(5645# SPF) <br />> (6970# SPF) <br />S (9335# SPF) <br />N. 8" <br />'OXIED A.T.R. <br />& NUT <br />OXIED A.T.R. <br />I&NUT <br />DXIED A.T.R. <br />I&NUT <br />BOVE <br />.00KING <br />TAGGERED <br />�(2) 16d TOE NAILS <br />d NAILS @ 6" <br />EA. BLOCKING <br />2X8 WALL ABOVE <br />ENTRY <br />• K.O. BLOCK W/(1) <br />BOLTS @ 24" O.C. <br />#5 CONT. & <br />AX <br />FILLED <br />5!8"X10" J-BOLTS <br />2X P.T. PLATE <br />@ 2'-0" O.C. <br />MASONRY WALL <br />C <br />2 5 202 <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. B <br />SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON C Virtual Review Assist, I <br />SP4 SP2 SP4 Plans Review completed an app ed <br />for compliance with the 2020 FBC Edi <br />10d NAILS @ 4" 10d NAILft06bQ(Anne Klahr PX2300 <br />STAGGERED A STAGGERED <br />TRANSOM FRAMING <br />BEYOND. <br />NAILED INTO `r <br />TRANSOM PLYWOOD FASTENED TO TRUSSES <br />FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES C E SHEATHING <br />& 8" O/C FIELD <br />S4 <br />B <br />• SIMPSON SP4 w/ (6) 10d x 1 12" <br />SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD <br />SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING <br />SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY <br />SIMPSON SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. <br />SP4 MAX. (MIN. (2) PER BOTTOM <br />PLATE) <br />v, ALTERNATE: <br />2X8 P.T. BOTTOM 5/8" DIA. ATR EPDXIED <br />PLATE MIN. 6" INTO BOND BEAM <br />D @ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY R <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. <br />(MIN. (2) PER BOTTOM PLATE) S4 <br />,) <br />:•�. , <br />N <br />O <br />R <br />4 a <br />N <br />Ln <br />w <br />�! <br />w <br />0 <br />z <br />0 <br />4) >oo <br />��o " <br />_�� <br />.� N <br />V -0 -0- t M <br />A� E C L <br />Y}/ 2 o <br />O o R Q <br />0 <br />V <br />L co EM •a CO <br />° -0 <br />LU LIJ <br />(D LU <br />� LLI C j LU <br />W�Q Wig_ WQ~z� z <br />Q:5— u)0 �LL00002 JO <br />Q ¢ C) <br />��O�OzpR00m�z¢Q <br />p p <br />0Oz <br />U)�a8ZYo�ZLLWaaIL <br />¢~— O 5Z�wrj�U�¢ <br />LL1Q <br />0o 0 oQz�¢ <br />LL ¢ LL <br />�— <br />O <br />O <br />Z N <br />O <br />C/) Z) r-- <br />M O <br />Q � M � <br />�0LLti <br />z <br />I— 0� 0. _M <br />O <br />< >-� <br />Z U �<- <br />WZ� <br />W <br />o <br />J O <br />(D <br />N <br />N <br />O <br />CV <br />r` <br />N <br />CD <br />O <br />Co <br />CD <br />M <br />V--: <br />0 <br />N <br />0 <br />N <br />CD <br />N <br />N <br />N <br />O <br />O <br />N <br />O:O <br />N <br />'.N <br />O <br />N <br />O <br />N <br />C)O <br />N <br />N <br />O <br />CV <br />M <br />OO <br />LO <br />r <br />M <br />O <br />M— <br />N <br />O <br />M <br />O <br />c <br />O <br />O <br />r <br />M <br />L^ <br />N , <br />a� <br />> <br />0 <br />0 <br />C-4 <br />o <br />. Cyi <br />0 <br />4 <br />o <br />Lri <br />O <br />6 <br />O <br />rZ <br />Cr <br />0 <br />Z z <br />O <br />Wu�> <br />oW� <br />O <br />a <br />�- <br />O_—o- <br />LO -0 <br />L <br />zw�Q <br />® <br />W I.-W <br />Q <br />=co0Z <br />z: <br />V <br />tz <br />O J <br />[!I <br />Z <br />w <br />� Z X <br />M <br />a <br />z Z LL <br />(� <br />W N <br />0Q2z <br />O <br />Q <br />U <br />D) Z z <br />z <br />Soo <br />Z <br />�QO <br />U <br />a <br />OCU <br />o <br />m <br />Z <br />z <br />z <br />W <br />w <br />Uj <br />O <br />LAST PLOT DATE <br />>O <br />Dec. 14, 22 <br />Z O <br />STRUCTURAL <br />— —! <br />DETAILS <br />