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12 <br />(TYP) SEE ELEV. <br />SIMPSON SP2 w/ (12) 1 Od <br />NAILS AT EACH STUD <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 />DOUBLE 2x TOP <br />PLATE <br />2x BLOCKING @ EACH END W/ 10d @ <br />4" O.C. FROM EACH HEADER FACE <br />0 BLOCKING <br />(2) 2x HEADER <br />PER PLAN <br />2x BOTTOM PLATE W/ (1) 1 Od @ 8" <br />VAR[ <br />O.C. TO EACH HEADER FACE <br />Li <br />P <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. ,, �4 <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) 1 Od TOENAILS T&B <br />AS REQ'D <br />2x BLOCKING @ MID <br />::::�"----POINT EVERY OTHER <br />++ '11 STUD W/ (3) 10d NAILS <br />+ + <br />_11 _00�� <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <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" OIC <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"Xl 6" K.O. BLOCK W1 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONIC. FILLED CELL W/ <br />STD. 90A 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 />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />­!f'�SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />MOUNTING BASE SHOWN <br />IN POSITION <br />-2X6 MOUNTING BASE <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 />2" <br />MUM <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 />INTERIOR <br />EXTENSION FROM EXTERIOR Ul <br />WALL <br />FACE OF BLOCK WALL IS 2 1/4" <br />TO DRAIN <br />EXTERIOR <br />WALL <br />WALL CLEAN -OUT A� <br />SCALE: N.T.S. <br />���4 - <br />1STCOURSE 2ND COURSE 3RD COURSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE <br />REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />TYPICAL SECTION THRU WINDOW MASONRYLAYOUT <br />SCALE: N.T.S. �4 <br />S4') <br />7 5/81, 8" <br />7 5/81, 8" 7 5/81, 8" <br />KNOCK -OUT <br />NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/(1)#5 \ <br />FOR CONCRETE PLACEMENT <br />1W <br />AM <br />MM <br />=�Iz <br />milli <br />NINE <br />UP= <br />Milli <br />0 <br />111 <br />HIM <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 />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 />SCALE: N.T.S. 7 <br />Z4 <br />IBOTTOM OF MOUNTING B <br />POURED CONCRETE BASE FOR TO BE 2"ABOVE FINISHED <br />BLOCK WALL. RECESSED SPACE <br />GARAGE FLOOR. <br />FOR GARAGE DOOR AND WATER <br />IAWING. <br />SHED FORWARD THIS DR <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />46 <br />Ott, <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 />OIC 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 --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 />2 x 6 P. <br />J-BOLT <br />TRACK <br />BRACKET <br />rop <br />13 <br />'ARAGE <br />1OOR <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 tl'�K� <br />SCALE: N.T.S. S4 <br />�4 <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 />EAEND <br />EAEND <br />EAEND <br />EAEND <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"xl 0" OR <br />GREATER HEADER <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 W/ (2) <br />12d TOENAILS <br />OPENING LARGER THAN 4 FT: <br />(2) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6) 1 Od x 11/2" 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 />P.T. BOT. PLATE BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL <br />SCALE: N.T.S. <br />12 <br />(TYP.) SEE ELEV. <br />-�_ "z <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 />318" THICK EACH. 3RD LAYER <br />1/8" THICK OVER WATER <br />;�A <br />RESISTIVE BARRIER -------,--I <br />. <br />NAILS AT EACH STUD <br />SIMPSON SP2 w/ (12) 10d <br />CRICKET AS <br />1/2"EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d REQUIRED <br />COMMON WIRE NAILS @ 4' O/C <br />BOUNDARIES 6" O/C EDGES & 8" BLOCKING <br />O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER <br />HIP <br />CARRIER/GIRDER TRUSS <br />SIMPSON HETA20 w/ (8) 1 Odxl 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />(24" O.C. MAX) w/ MIN. 4' EMBEDMENT <br />IN KO BLOCK AT EA. STUD <br />SPAN <br />ROOFTRUSS <br />MOISTURE BARRIER <br />UPLIFT CONNECTOR <br />8"X8"Xl 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 WALL DETAIL <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />A <br />A AV <br />L5/8"x10""J" BOLT <br />24 MAX. <br />@ . " O-C�R <br />MIN (2)) P <br />OTTOM PLATE <br />ECTION <br />/--2: <br />simps6N SP4 <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <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 1 Od @ 3" O.C. (14 <br />SPLICE NAILS TOTAL) EA. SIDE OF <br />if&,, SPLICE STAGGERED <br />k�P�ICE �Alj <br />SP <br />1 Od @ 8" O/C <br />ATTACH ALL <br />U <br />EXTERIOR ST DS <br />W/ [Al 16d TOENAILS <br />T076PPLATE <br />NOTE: <br />BOTTOM SPLIC) <br />PLATE LENGTHS MUST BE OVER STUD <br />AT LEAST 4'-0" LONG. TYPICAL <br />I <br />TOP PLATE SPLICE DETAIL rM <br />SCALE: N.T.S. S4 <br />F= 2240 LBS <br />SIMPSON nc <br />1\ �4 <br />P.T. <br />-ATE <br />SP2 <br />\,_F_/ <br />SIMPSON <br />SIMPSON <br />Spi <br />SIMPSON- <br />SP4 <br />"--10( <br />ST <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />\-NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />J- <br />M <br />I R_ I ]Et <br />I <br />2X8 I P.T. BOTTOM P E <br />\ I <br />SIMPSON <br />SIMPSON <br />SP4 SP2 <br />I <br />I ICI 1_1 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />spi SIMPSON <br />SIMPSON� SP4 <br />/-SP4 <br />\-5/8"X`10" "J" BOLT @ 24"O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON <br />SP4 <br />' <br />JUN 1 1 2022 <br />\/RA <br />VIRTUAL REVIEW ASSIST <br />Virtual Review Assist, Inc. <br />Plans Review completed and a ro d <br />C <br />for comnli,�Ar�ce with the 2020 FBC 7th <br />Edition by bebra Anne Klahr PX2300 <br />[TRUSS BOTTOM CHORD OR 2x4 <br />BLOCKING W/ 2-16d TOE NAILS <br />@ <br />EACH END <br />W <br />0 <br />< <br />0- <br />U) <br />2x TOP PLATE <br />V2-16d 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 NOW <br />BEARING WOOD FRAME WALL � �j <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 />kX <br />?_X P.T. PLATE <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />3 (4565# SPF) <br />3 (5645# SPF) <br />3 (6970# SPF) <br />)S (9335# SPF) <br />IN. 8" <br />I & NUT <br />IOXIED A.T.R. <br />I & NUT <br />OXIED A.T.R. <br />I & NUT <br />ROOFTRUSSABOVE <br />f- 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"X1 0" J-BOLTS <br />'-0" O.C. <br />@ 2 <br />-MASONRY WALL <br />1 Od NAILS@ 4 <br />1 Od NAILS @ 6" O.C. <br />STAGGERED A <br />STAGGERED <br />TRANSOM FRAMING <br />0 o <br />N BEYOND. <br />-PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES SHEATHING <br />10 <br />& 8" O/C FIELD <br />I L <br />* SIMPSON SP4w/(6) 10dx 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 />o SIMPSON SP1 w/ (10) 1 Od NAILS WALL BELOW <br />MAX. (MIN. (2) PER BOTTOM <br />4 1 ]R� I <br />1 <br />2X8 P.T. BOTTOM <br />PLATE <br />8"00" "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. <br />C14 <br />04 <br />C) <br />Z! <br />to <br />a <br />Go <br />LO <br />'05 <br />W <br />0 <br />0 <br />W <br />W <br />0 <br />z <br />< <br />U) 4) LO '20- E <br />0 " 0 <br />- loci 0 <br />0 M *q- 4i <br />M <br />C3 �j -6 co <br />0" <br />-0-0- 2 ") <br />C: E -E - z co') <br />z) 2 8 <br />01-0 -9 <br />0 _5 U_ 00 R -d' <br />C) I-, T <� <br />"� <br />.9)C 6 z. * <br />Lf) U Lu Cj:;� <br />Q) 00 E <br />L. 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