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12 <br />(TYP) SEE ELEV. <br />'Z� <br />SIMPSON SP2w/(12) 10d <br />NAILS AT EACH STUD <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2) 16d TO <br />TRUSSBELOW <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 wl (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 />W/ 8" EMBEDMENT <br />8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />2x6 2x8 WALL <br />BEYOND SEE PLAN <br />FOR HEADER (2) 2x HEADER TO SIT <br />CONNECTION FLUSH TO THE OUTSIDE <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 />2 BLOCKING@ EACH ENDW/10d@ <br />4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />(2) 2x HEADER <br />PER P <br />2x BOTTOM PLATE W/ (1) 1 Od @ 8" <br />AN <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 OTHER <br />+ STUD W/ (3) 1 Od NA <br />_F <br />ILS�� <br />1 #5 VERT. IN CONIC. FILLED CELL W/ <br />S 90A <br />TD. HOOK IN K.O. BLOCK L V N <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 />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />MOUNTING BASE SHOWN <br />IN POSITION <br />-2x6 MOUNTING BASE <br />bUAL1z: N. I.b. <br />Z 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 SCREWS <br />@ 8" O.C. OR 4d <br />DRYWALL NAILS <br />DRAIN <br />WALL CLEAN -OUT _N� <br />rA <br />SCALE: N.T.S. <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW Itl �B <br />S4 <br />KNOCK -OUT - <br />BLOCK W/ (I NOTCH LINTEL WHERE REQUIRED <br />#5 FOR CONCRETE PLACEMENT 7 <br />4 <br />4 ZL <br />A <br />i 1 <br />STD. 91fHOOK <br />811 8"- <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />GREATER THAN 6'-G" WIDE (U.N.O. ON <br />PLAN) <br />OPENING <br />FILLED CELL W/ (1) #5 VERTICAL—,"""' <br />SEE FDN. PLAN FOR LOCATION <br />.1 <br />.7 <br />4 <br />--- <br />I <br />d <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 />\2 <br />nNENNI <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 />GARAGE ENTRY FORM DETAIL <br />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />GARAGE DOOR TRACK <br />'BOTTOM OF M <br />POURED CONCRETE BASE FOR OUNTING 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" 75/81, 8" 7 5/81, 8" <br />V <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />INTERIOR <br />WALL F1 <br />CL. F___1 DOOR OPENING <br />LIR DOOR OPENING IF I <br />EXTERIOR <br />WALL <br />Ul <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE <br />IST COURSE 2ND COURSE 3RD COURSE <br />COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRYLAYOUT rD <br />SCALE: N.T.S. <br />2x CRIPPLES @ ­' <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />SIMPSON SP4 w/ (6) <br />1 Od x 1 1/2" 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 />518"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 />2 x 6 P. <br />J-BOLT <br />TRACK <br />BRACKET <br />W/MOUNTING ANGLE <br />FOP <br />3ARAGE <br />)OOR <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 />V- 4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />(3) <br />(4) <br />(2) <br />1 (4) <br />(2)LSTA30 <br />— FLAT STRAPS PER CHART ABOVE <br />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 />GREATER HEADER <br />"s, <br />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER: <br />\_(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER <br />* EXTERIOR HEADERS: <br />ONLY <br />(1) 2x SILL PLATE W1 (2) <br />12d TOENAILS <br />9 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 N/S4 <br />HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />BEARING WALLS NOTED <br />P.T. BOT. PLATE <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL <br />SCALE: N.T.S.. 1\14� <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />12 <br />TRUSSES @ 24" O/C <br />(TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE <br />:y7p.) SCHEDULE) <br />2_(T <br />//":�DOUBLE 2"x4" S.P.F. TOP PLATE <br />: 7/8" STUCCO FINISH PER ASTM <br />C. 926 APPLY 3 LAYERS W1 <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 />1'-, <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 FIT STUDS UNDER H, IP <br />CARRIER/GIRDER TRUSS <br />SIMPSON HETA20 wl (8) 1 Odxl 1/2" <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 />MAIN SPAN <br />MOISTURE BARRIER <br />ROOFTRUSS <br />�/ <br />UPLIFT CONNECTOR <br />8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONIC. FILLED CELL <br />W1 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 />-5/8"xl 0" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION <br />/--2 <br />P <br />-SIMPSON SP4 <br />4' <br />TRANSOM FRAMING <br />SEE SECTION AA1S1 AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <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 1 Od @ 3" O.C. (14 <br />SPLICE NAILS TOTAL) EA. SIDE OF <br />4&, SPLICE STAGGERED <br />1 1/, <br />41z <br />1 Od @ 8" O/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />W1 Y816d TOENAILS <br />TO P PLATE <br />NOTE: <br />BOTTOM SPLIC) <br />PLATE LENGTHS MUST BE OVER STUD <br />AT LEAST 4'-0" LONG. TYPICAL <br />TOP PLATE SPLICE DETAIL rM <br />SCALE: N.T.S. '\, �4 <br />F= 2240 LBS <br />SIMPSON <br />SIMPSON SP4 SP2 ] <br />lt �. : <br />\-NAILED <br />INTO <br />TRANSOM <br />TRANSOM FRAMING <br />X� <br />FRAMING <br />P.T. <br />SEE SECTION AA/S1 <br />-ATE <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />SIMPSON <br />spi <br />SIMPSON <br />SIMPSON <br />E <br />R CESS <br />LINTEL <br />SP4 <br />SP4 <br />SIMPSON SIMPSON <br />SP4 SP2 <br />\-NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />spi SIMPSON <br />SIMPSON SP4 <br />RECESS <br />LINTEL SP4 <br />FRUSS BOTTOM CHORD OR 2x4 <br />BLOCKING W/ 2-16d TOE NAILS <br />@ <br />EACH END <br />2� ow< <br />1�t 0- <br />E (n <br />2x TOP PLAT <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 />ROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />I <br />STAGGERED FROM BOT. <br />SEE A/S3 FOR 11�\ <br />PLATE TO CONCRETE <br />REINF. INFO. <br />TYPICAL INTERIOR NOW <br />BEARING WOOD FRAME WALL � �j <br />SCALE: N.T,S. <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />, (4565# SPF) <br />, (5645# SPF) <br /># PF <br />N. 8" <br />NUT <br />IOXIED A.T.R. <br />t & NUT <br />DXIED A.T.R. <br />t & NUT <br />SIMPSON SP4 <br />�_2X TOP PLATE <br />OVERLAPPING <br />1 Od NAILS @ 6" <br />STAGGERED <br />J-BOLTS @ 24" O.C. <br />MAX <br />-2X P.T. PLATE <br />2X8 P.T. BOTTOM PrE <br />I <br />- OB <br />\-5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) C <br />SIMPSON <br />SP4 <br />" <br />2X8 P.T. BOTTOM <br />PLATE <br />0" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />ROOF TRUSS ABOVE <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 />5/8"X10"J-BOLTS <br />@ 2'-0" O.C. <br />RVOIT-1601 N.XT101 0 <br />1 Od NAILS @ 4 <br />1 Od NAILS @ 6" O.C. <br />STAGGERED A STAGGERED <br />0 0 TRANSOMFRAMING <br />BEYOND. <br />N <br />-PLYWOOD FASTENED TO TRUSSES <br />L PLYWOOD <br />WITH 8d COMMON WIRE NAILS @ 4" <br />O/C BOUNDARIES 6" O/C EDGES SHEATHING <br />& 8" O/C FIELD 0 <br />s SIMPSON SP4 wl (6) 10d x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE :—PLYWOOD <br />SP8 FOR 2x8 WALL) I SHEATHING <br />e SIMPSON SP2w/(12) 10d NAILS MASONRY-- <br />* SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0-1 5/8"X1 0" J-BOLTS @ 24" O.C. <br />MAX. (MIN. (2) PER BOTTOM <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 rR <br />SCALE: N.T.S. <br />� �4 <br />VIRTUAL REVIEW ASSIST <br />Virtual ReviewAssist, Inc. <br />PlanS Review completed and approv d <br />for compliance With the 2020 FBC 7th <br />Edition by Debra Inne Klahr PX2300 <br />CN <br />Z% <br />CY) <br />LO <br />, 31 <br />0 <br />00 <br />LO <br />5 P. <br />A <br />Uj <br />0 <br />0 <br />--i <br />LU <br />z <br />(D LO E <br />d 0 <br />M CV <br />V) <br />U <br />4) -U 2. <br />8 <0 <br />0 6 < <br />U <br />C) NR <br />U LU D__ C: <br />COO:) E co <br />7C) <br />W <br />W <br />(D W <br />LIJ Uj <br />LIJ Uj 0 <br />Lij 0 wg�ezw z <br />0 < i.L L) 0 0, 0 <br />< <br />_j <br />< Cs R 0_220bi.--<� <br />a' in wo 0z Z' 0 M 0 0 in 9 <br />in =Z) <br />_j 0- Z Z 0 <br />-1 < 0 U.] W z W 0 <br />U) <br />0 <br />0 <br />0 <br />04 <br />Z W <br />0 i-Z <br />r-_ <br />u) C:) <br />z <br />(0 0 <br />I.-: co 5 <br />< U) CO I*­ <br />U') <br />D_ U) _j <br />2i cf) LL_ It <br />[*.- <br />- <br />Uj < Lq <br />cy) <br />00 <br />< <br />z 0 I_- <br />z <br />W <br />_j C:) <br />0 <br />(0 <br />C:) <br />N <br />O� <br />C\I <br />C:) <br />C,4 <br />IN <br />CD <br />NQ <br />0 <br />CNI <br />0� <br />IN <br />0 <br />r__ <br />0 <br />N <br />C14 <br />0 <br />- <br />C14 <br />00 <br />0 <br />0 <br />-1 <br />0 <br />1 <br />0 <br />LO'If <br />U) <br />W <br />C� <br />6 <br />r <br />> <br />C� <br />co <br />4- <br />1 <br />U) <br />>_ <br />Z <br />Uj <br />C) 4-a <br />W <br />U) <br />0 <br />ozz <br />LUOO <br />() 0 �5 <br />Z) z 5; <br />0 <br />ow- <br />z <br />co, <br />0- <br />LU <br />01- < <br />W <br />LU I.- <br />00 it W <br />11711-4 <br />(D <br />1 2 <br />I-- I.- <br />0=)O <br />z0f: <br />W <br />CL <br />>_ = U) <br />< �-:D <br />co <br />0 <br />�§� <br />Z13f 0 <br />< <br />0 <br />< Ijj of <br />J z LL <br />z <br />z <br />Z <br />0 0 <br />0- <br />z <br />z <br />LIJ <br />Uj <br />Lo <br />C) <br />> <br />LAST PLOT DATE <br />R <br />z_f_j <br />0 <br />j <br />STRUCTURAL <br />DETAILS <br />