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(2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION FLUSH TO THE OUTSIDE ////--SEE PLAN FOR SIZE Z i -----2x DEAD WOOD @ MID I POINT w/ (3) 12d TONEAILS SPACED EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 1 Od @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 1 Od @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. 12 SEE ELEV. "�(TYP) SIMPSON SP2 W/ (12) 1 Od NAILS AT EACH STUD + + CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 W/ (10) 1 Od NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID WIGROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 1 Od TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 1 Od NAILS,.X�� 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" D IA.)--\ FOR CLEAN -OUT MIN. EXTENS!ON FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS .1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN —OUT K"A SCALE: N.T.S. � �4 REFER TO WINDOW PRODUCT APPROVAL MANUFACTURER. SHEETS FOR INSTALLATION INFORMATION BY TYPICAL SECTION THRU WINDOW �B S4 KNOCK-OUT)-5-\ BLOCK W/ (1 , NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT OEM" NINE moill Milli NINE NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION --- PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. \'-ROOFTRUSS SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT UPLIFT CONNECTOR (SEE SCHEDULE) REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE SCALE: N.T.S. --------------- 10101 - NINNN WNW RECEIVE GARAGE DOOR AND TO ALLOW FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) _/ V FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL GARAGE DOOR---, 8x8x16 C.M.U. .... GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGEFLOOR .... TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. z 4 . ��POURED CONCRETE BASE FOR BOTTOM OF MOUNTING R BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING.. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/81, 8" 7 5/8" 8" 7 5/81, 8" V Ll SOLID AREAS ARE SOLID AREAS ARE STEEL AND GROUT STEEL AND GROUT F 8 1 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE (TYP) SEE ELEV. 7P.) SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE�� INTERIOR x x SIMPSON SP2 W/ (12) 1 Od WALL NAILS AT EACH STUD (L' DOOR OPENING DOOR OPENING FW DOOR OPENING --Ct 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LT Li�] FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING WALL O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP V CARRIER/GIRDER TRUSS 1STCOURSE 2ND COURSE 3RD COURSE d MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 W/ (8) 1 0dx1 1/2" COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB IN KO BLOCK AT EA. STUD WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) W/ MIN. 4" EMBEDMENT I L MAIN SPAN ROOFTRUSS MASONRYLAYOUT MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) EIB ENT SCALE: N.T.S. � �4 AND FILLED W/ GROUT 4T 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90* HOOK IN K.O. BLOCK VERTICAL JAM 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 FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT W/ PENETRATION THRU TOP PLATE W/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP PSPN516Z W/ (12) 16d NAILS MOLDING TOP 2 ROWS 1 Od @ T' O.C. (14 2 x 6 P.T. SPLICE NAILS TOTAL) EA. SIDE OF GARAGE 4,9, SPLICE STAGGERED DOOR J-BOLT TRACK BRACKET 4F �ICE W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK tlo"�K SCALE: N.T.S. � �4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4"WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LS 4'- 9' (2) (3) (2) (2) (1)� LSTA30 9'-16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR 2x CRIPPLES @ GREATER HEADER 16" O�C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) \-(2) 2x HEADER SEE PLAN 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR INTERIOR HEADER: 2x6 WALL, USE SP8 \_(1) 2x SILL PLATE W1 (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: 10d NAILS @ 8' ONLY (1) 2x SILL PLATE W1 (2) O/C TYP. 12d TOENAILS DOUBLE 2x ---------- OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE '-2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL_rQ"*� SCALE: N.T.S. SIMPSON SIMPSON SP2 SP4 2X STUDS (a 24" O.0 TRANSOM FRAMING SEE SECTION AA1S1 AND BB/Sl FOR ADDITIONAL DETAILS LINTEL RECESS 1 Od @ 8" O/C ATTACH ALL -j EXTERIOR STUDS W/ Y816d TOENAILS TO P PLATE NOTE: BOTTOM SPLICE/ PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. � �4 F= 2240 LEIS P.T. ATE SIMPSON SP4 SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON NAILED INTO TRANSOM FRAMING INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON spi SIMPSON SP4 TRUSS BOTTOM CHORD OR 2X4 BLOCKING W/ 2-16d TOE NAILS @ EACH END W 2x TOP PLATE-/ ch 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. -PROVIDE P.A.F. NAILS OR 2x P.T. PLATE---, EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON — BEARING WOOD FRAME WALL �j SCALE: N.T.S. SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 1 Od NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) (5645# SPF) (6970# SPF) G (9335# SPF) N. 8" DOXIED A.T.R. & NUT OXIED A.T.R. t & NUT DXIED A.T.R. t & NUT 2X8 P.T. BOTTOM PrE 1 T_ \-5/8"X`10" "J" BOLT @ 24" O.C. MAX. C SIMPSON (MIN. (2) PER BOTTOM PLATE) C SP4 " ROOFTRUSSABOVE 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X1 0" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 1 Od NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING a 0 BEYOND. ilt PLYWOOD FASTENED TO TRUSSES '_�WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD I O/C BOUNDARIES 6" O/C EDGES SHEATHING 0 & 8" O/C FIELD 0 SIMPSON SP4 w/ (6) 10d x 1 12" jz� AS SIMPSON (USE SP6 FOR 2x6 WALL, USE -PLYWOOD Spi SIMPSON SP8 FOR 2x8 WALL) SHEATHING SP4 e SIMPSON SP2 w/ (12) 10d NAILS MASONRY SP4 ON� 9 SIMPSON SP1 W/ (10) 1 Od NAILS WALL BELOW 0-0 5/8"X1 0" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM SIMPS 1 11' — 11 4 1 Rm 1 ZA15 P. 1. E10 I I OM PLATE I L 5/8"xl 0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. \/RA tgR' 0 4 2013 Virtual Review Assist, Inc. 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