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12 <br />Y �P) SEE ELEV. <br />SIMPSON SP2 wl (12) 1 Od <br />NAILS AT EACH STUD <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2) 16d TO <br />TRUSS BELOW <br />2x6 / 2x8 WALL <br />BEYOND SEE PLAN <br />FOR HEADER <br />CONNECTION <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />(2) 2x HEADER TO SIT <br />FLUSH TO THE OUTSIDE <br />r <br />////"-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 />2x BOTTOM PLATE W/ (1) 1 Od @ 8" <br />VARIES <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. <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 OTH:-:R <br />a I UD W/ (3) 1 Od NAI LS.�� <br />1/2" EXTERIOR GRADE SHEATHING ---� 7; r- <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 />2x P.T. PLATE <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W1 8" EMBEDMENT <br />8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT, <br />AND FILLED SOLID W/GROUT /I H <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90A HOOK IN K.O. BLOCK <br />ahEl— <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />MOUNTING BASE NOT SHOWN <br />FOR CLARITY SEE DETAIL <br />KtS4 <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 />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 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 <br />SCREWS <br />@ 8" O.C. OR 4d <br />DRYWALL NAILS <br />DRAIN <br />WALL CLEAN -OUT rA <br />SCALE: N.T.S. <br />k\'��4 <br />i <br />REFER TO WINDOW PRODUCT APPROVAL i <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW rB <br />S4 <br />KNOCK OUT — <br />BLOCK _W/ (1) #5 NOTCH LINTEL WHERE REQUIRED <br />FOR CONCRETE PLACEMENT <br />milli <br />01111111111 <br />Mill <br />Milli <br />01 <br />Milli <br />- <br />NEI <br />Milli <br />MINE <br />Milli <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 />1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL -- <br />MOUNTING BASE SHOWN <br />IN POSITION <br />-2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />\ <br />< <br />rr <br />\NMES", 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 />GARAGE ENTRY FORM DETAIL <br />SCALE: N.T.S. <br />TRACK MOUNTING BRACKET <br />GARAGE DOOR TRACK <br />'BOTT <br />POURED CONCRETE BASE FOR OM OF MOUNTING B <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />GARAGE FLOOR. <br />SHED FORWARD THIS DRAWING <br />FOR GARAGE DOOR AND WATER <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />INTERIO <br />WALL <br />EXTERIOr <br />WALL <br />7 5/81, 8" <br />7 5/81, 8" <br />7 5/8" 8" <br />-SOLID'AREASARE <br />STEEL AND GROUT <br />� <br />I <br />DOOR OPENING <br />DOOR OPENING <br />: <br />11 <br />Eil <br />'OLID AREAS ARE <br />')TEELAND GROUT <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />12 <br />TRUSSES @ 24" O/C <br />(TYP.) SEE ELEV. <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 BARRIEZ" <br />FULL 8x x <br />SIMPSON SP2 w/ (12) 1 Od <br />NAILS AT EACH STUD <br />DOOR OPENING <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 (T .) <br />O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />1STCOURSE 2ND COURSE 3RD COURSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 W/ (P) 1 0dx1 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE <br />(24" O.C. MAX) W/ MIN. 4" EMBEDMENT <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. AIN SPAN <br />IN KO BLOCK AT EA. STUD LM <br />ROOF TRUSS <br />MASONRYLAYOUT <br />UPLIFT CONNECTOR <br />D� MOISTURE BARRIER <br />SCALE: N.T.S. 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) <br />_,I <br />4� <br />AND FILLED W1 GROUT <br />- <br />1 #5 VERT. IN CONC. FILLED CELL------- <br />= <br />W/ STD. 90' HOOK IN K.O. BLOCK <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 ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />NOT TRANSFER LOAD. <br />WALL PIPE OR DUCT W/ PENETRATION THRU TOP PLATE w/ MORE <br />A THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />4 DOOR STOP PSPN516Z W/ (12) 16d NAILS <br />A, MOLDING <br />TOP 2 ROWS 10d @ 3" O.C. (14 <br />2 x 6 P.T. //-GARAGE 0 SPLICE NAILS TOTAL) EA. SIDE OF <br />0 <& SPLICE STAGGERED <br />DOOR <br />J-BOLT <br />4a <br />TRACK <br />BRACKET <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. <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'-91 <br />(2) <br />(3) <br />1 (2) <br />1 (2) <br />1 (1)LSTA30 <br />9'-16' <br />(3) <br />(4) <br />(2) <br />(4) <br />(2)LSTA30 <br />FLAT <br />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"xl 0" OR <br />2x CRIPPLES @ <br />GREATER HEADER <br />16" O.C. W/ (2) 12d <br />TOENAILS TIB <br />SIMPSON SP4 w/ (6) <br />\--(2) 2x HEADER SEE PLAN <br />1 Od 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 />a EXTERIOR HEADERS: <br />1 Od NAILS @ 8" <br />ONLY <br />(1) 2x SILL PLATE W1 (2) <br />O/C TYP. <br />12d TOENAILS <br />DOUBLE 2x ---------- <br />a OPENING LARGER THAN 4 FT: <br />CRIPPLE STU D <br />(2) 2x SILL PLATE w/ SIMPSON <br />TYPICAL (U.N.0 <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 N/S4 <br />HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />BEARING WALLS NOTED <br />P.T. BOT. PLATE <br />WITHOUT UPLIFT <br />INTERIOR WALL HEADER DETA IL KQ <br />SCALE: N.T.S. � �4 <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />---I <br />— <br />V-5/8"X10" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION <br />--21 <br />\-SIMPSCIN SP4 <br />EO <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />RECESS <br />LINTEL <br />4 <br />1 Od @ 8" O/C <br />ATTACH ALL U _j <br />EXTERIOR ST DS <br />W/Y�16dTOENAILS <br />TO P PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC) <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL M� <br />SCALE: N.T.S. <br />F= 2240 LBS <br />N <br />SIMPSO <br />P.T. <br />-ATE <br />SIMPSON SP4 <br />SP2 ] <br />SIMPSON <br />SIMPSON <br />Spi <br />SIMP <br />SP4 <br />10 <br />ST <br />C.D <br />M <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 />SIMFSON <br />SP4 <br />2X8 P T. BOTTOM P�TE <br />SIMPSON SIMPSON <br />SP4 SP2 <br />I K1 <br />-NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />Spi SIMPSON <br />SP4 <br />11r SIMPSON <br />SP4 <br />\,--5/8"xl 0" "J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON <br />SP4 <br />" <br />ERUSS BOTTOM CHORD OR 2x4 <br />F <br />BLOCKING W/ 2-16d TOE NAILS <br />@ <br />EACH END <br />W <br />0 <br />n <br />U) <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 />P,A.F. NAILS OR <br />N <br />2x P.T. PL) TE <br />FPROVIDE <br />EQUAL @ 12" O.C. <br />STAGGERED FROM BOT. <br />SEE A/S3 FOR <br />/ <br />PLATE TO CONCRETE <br />REINF. INFO. <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL Kj 'N� <br />SCALE: N.T.S. <br />� �4 <br />P4 <br />2X TOP PLATE <br />OVERLAPPING <br />NAILS @ 6" <br />%GGERED <br />3OLTS @ 24" O.C. <br />\X <br />2X P.T. PLATE <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />(4565# SPF) <br />; (5645# SPF) <br />3 (6970# SPF) <br />G (9335# SPF) <br />N. 8" <br />PDXIED A.T.R. <br />& NUT <br />'OXIED A.T.R. <br />) & NUT <br />OXIED A.T.R. <br />I & NUT <br />C <br />ROOFTRUSSABOVE <br />2X BLOCKING <br />(2) 16d TOE NAILS <br />CKING <br />2X8 WALL ABOVE <br />NF <br />ENTRY <br />K.O. BLOCK W/(1) <br />#5 CONT. & <br />5/8"X10" J-BOLTS <br />@ 2'-0" O.C. <br />MASONRY WALL <br />1 Od NAILS @ 4 <br />1 Od NAILS @ 6" O.C. <br />STAGGERED A STAGGERED <br />TRANSOM FRAMING <br />0 0 BEYOND. <br />i -Eil <br />PLYWOOD FASTENED TO TRUSSES L <br />WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />OIC BOUNDARIES 6" O/C EDGES 0 <br />rE <br />SHEATHING <br />& 8" OIC FIELD <br />L <br />* SIMPSON SP4wl(6) 10dx 1 12" <br />(USE SP6 FOR 2x6 WALL, USE :—PLYWOOD <br />SP8 FOR 2X8 WALL) SHEATHING <br />* SIMPSON SP2w/(12) 10d NAILS MASONRY­- <br />5/8"X1 0" J-BOLTS @ 24" O.C. <br />0 SIMPSON SP1 W/(10) 10d NAILS WALL BELOW 0-' <br />MAX. (MIN. (2) PER BOTTOM <br />4 <br />2X8 P.T. BOTTOM <br />PLATE <br />UU <br />L5/8"x`10" "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 />FRAMING DETAILS ABOVE ENTRY <br />@ 24" O�C. <br />SCALE: N.T.S. <br />OCT 2 20?2 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />C14 <br />cli <br />0 <br />LO <br />-4 0 "4? -, <br />C) <br />00 <br />LO <br />21-11 <br />- I , � I <br />W <br />0 <br />0 <br />W <br />z <br />a) U�) <br />> CD- <br />14- 4i <br />>1 M N. <br />*- U� n <br />U D 0.�_) t (-) <br />0, <br />U) -Q 2 <br />4) E <br />2 <br />0 0 8 0< <br />0 < <br />it <br />U LU 0- <br />00 Ep <br />Ln <br />00 <br />7C) C) CD 0 _' @ <br />(4 <br />LU LLI <br />(D W <br />0 Ld Ui W W 0 <br />W W 2 �_ 0 <br />< of _� Q� I z 0� <br />W 0 � 2< <0fy 0 z <br />W _j 0 3: a� U_ 0 0 U_ 0 <br />< < <br />Z) <br />') _-, <br /><'05<--0WU_0z200�_ �_ <br />Z) 0 < U_ <br />OU)WIXO 0200-mjoz <br />W W z LU cr- Z D <br />00 <br />0 Z <br />- <br />U) EL Fn <br />q a U) W W �_ z LL Q� < 0 _j <br />_j _> 0 0 <br />-J<<O YFZWZ W000- <br /><� n CL <br />LL <br />< W 2W6�0 < <br />0 - Y z < < <br />W O�<fr <br />< 0 LL <br />LL < <br />C:) <br />C:) <br />r_j <br />z Uj <br />0 <br />1­1 <br />> V) C:) C:) <br />,"-q C:) <br />0 <br />z <br />lr�' <br />< V) _j Ln <br />U_ <br />V) <br />z <br />< LU ce Ln <br />0e 13- ryi <br />a- 2: '_j <br />>_ <br />< < 00 <br />U <br />z <br />z 3: <br />LU <br />C:) <br />C%4 <br />04 <br />C) <br />CN <br />C) <br />C� <br />C:) <br />I o6 <br />CD <br />(0 <br />Ir— <br />00 <br />V_ <br />00 <br />- IT— <br />CD <br />CN <br />C) <br />C'4 <br />C�l <br />C'4 <br />V­ <br />C14 <br />C:) <br />C� <br />CD, <br />C� <br />0 <br />C� <br />C) <br />C� <br />C:) <br />C� <br />C:) <br />C� <br />0 <br />N. <br />0') <br />C14 <br />0') <br />C) <br />C) <br />C) <br />00 <br />04 <br />CY) <br />C:� <br />4 <br />C:) <br />CD <br />C) <br />C:) <br />c� <br />C) <br />CD <br />0 <br />Lo <br />W <br />> <br />C:' <br />C14 <br />C' <br />MI <br />C:' <br />,tl <br />C:) <br />LO <br />'D <br />(0, <br />C:' <br />LO <br />"I- <br />U) <br />z z <br />z 2 <br />-6-1 <br />W <br />W U) <br />W r 5; <br />4_j <br />0 <br />< <br />2 <br />:) <br />0 ;> <br />0 �' <br />00fW2 <br />a- M <br />Z <br />Z <br />W i­-< <br />W I.- <br />I.- <br />W D <br />co 0 z <br />�_ M Z <br />0 tz W <br />z 3: _j <br />Of 2 <br />W 0 <br />2 Z 13� <br />Z Z LL <br />W <br />0 <br />< < 1-- <br />_j 2 z <br />7>- 00 <br />_5 <br />13- W <br />>_ U) <br />z <br />z <br />z <br />0 <br />z <br />CL <br />0 <br />0 <br />z <br />z <br />z <br />W <br />_j <br />W <br />C) <br />C) <br />LAST PLOT &TE <br />> <br />Jul. 15,22 <br />z <br />STR UCTURAL <br />DEfAILS <br />I I q'i M1 I 1- 7:1 �J i1'L11[']1 l�illl 11;1Jji �:Lii :.0119111 111AG"MAIR11. �11AU.l Al I I I I <br />