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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 _2x DEAD WOOD @ MID 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 VARIrz 2x BOTTOM PLATE W/ (1) 10d @ 8" n5 O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. 12 SEE ELEV. SIMPSON SP2w/(12) 10d NAILS AT EACH STUD + 1+ 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 W/GROUT 1 #5 VERT. IN CONIC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL 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) 10d NAILS 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERI R] FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPS U M BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT SCALE: N.T.S. � �4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW � S4 KNOCK -OUT — BLOCK W/ (1 )#5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 7 M1117 STD. 9d;HOOK_/ 8" 8"- LINTEL BEAM W1 (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL Wi (1) #5 VERTICAL — SEE FDN. PLAN FOR LOCATION OEM'[ OWN NOTES: 10 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. OOFTRUSS 03 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER SCALE: N.T.S. SCALE: N.T.S. WIDTH OF OPENING VARIES A" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 112" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL—� Lu > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW 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 MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB 8x8x1 6 C. M. U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES .......... ............. ............... .......... GARAGE DOOR ROLLER ...... GARAGE DOOR TRACK SLOPE FORWARD . CONNECTION ASSEMBLY ............ FOR DRAINAGE GARAGEFLOOR TRAVEL DIRECTION OF ........ ........ .. GARAGE DOOR MOUNTING BASE DETAIL 00 SCALE: N.T.S, 4 .4 A'. SEE PLAN FOR FOOTING IRED CONCRETE BASE FOR 'BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL SHED FORWARD THIS DRAWING. SCALE: N.T.S. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 12 (TYP.) SEE ELEV. 7 5/811 8" 7 5/8,, 8" 7,9/8,, 8" T] I SOLID AREAS ARE -SOLIDAREASARE STEEL AND GROUT [IF STEELA . NDGROUT INTERIOR rULL OXOX IQ DLUUN SIMPSON SP2 W/ (12) 1 Old WALL 42 11 1 11 il- NAILS AT EACH STUD l FF CRICKET AS DOOR OPENING — I= —��] DOOR OPENING DOOR OPENING -ft 1/2" EXTERIOR GRADE SHEATHING ri=7 -R!U- [!!I] — MR` I FASTENED TO TRUSSES WITH 8d REQUIRED F-1 FF COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE 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 BARRIER --------'-----I EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BZLOCKING (T WALL O/C FIELD Eil 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1 ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS _77 MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dxl 1/2" COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB 71/ WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L IN KO BLOCK AT EA. STUD MAIN SPAN MASONRYLAYOUT rD MOISTURE BARRIER ROOFTRUSS UPLIFT CONNECTOR SCALE: N.T.S. �4 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL ------I 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 JAMES DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 4 PSPN516Z w/ (12) 16d NAILS 4 DOOR STOP 0 MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF ,Ir 2 x 6 P.T. GARAGE 4,9,, SPLICE STAGGERED DOOR J-BOLT TRACK BRACKET 1 Od @ 8" O/C DOORTRACK-----/ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK tl** K SCALE: N.T.S. �Iil� 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 EAEND EAEND SIMPSON 1'- 4' (1) (2) (1) (2) (1)LSTA30 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 L @ 12" O/C FOR 2"x`10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 1 Old 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 @ ONLY (1) 2x SILL PLATE W1 (2) O/C TYP. 12d TOENAILS DOUBLE 2x 9 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 "'-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 SCALE: N.T.S. 2x TOP PLATE 2x STUD @ 24" O.C. MAX. 2x P.T. PLATE - SEE A/S3 FOR- REINF. INFO. TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END 0 Lu '�2.16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING PROVIDE P.A.F. NAILS OR FEQUAL @ 12" O.C. STAGGERED FROM BOT. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) * HTT4 w/ (18) 1 Old NAILS (3610# SPF) - HTT5 wl (26) 1 Old NAILS (4670# SPF) 01 0 0 * DTT2Z w/ (8) 1/4" x 1 1/2" SDS (2145# SPF) .1. * HDU2-SDS2.5 w/ (6) 1/4" x 2 1/2" SDS (3075# SPF) 10 0 * HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS (4565# SPF) . HDU5-SDS2.5 wl (14) 1/4" x 2 1/2" SDS (5645# SPF) HDU8-SDS2.5 w/ (20) 1/4" x 2 1/2" SDS (6970# SPF) HDU1 1-SDS2.5 w/ (30) 1/4" x 2 1/2" SDS (9335# SPF) 9 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT ATTACH ALL -j 0 s FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT W/ (J) 16d TOENAILS * FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. TOY6PPLATE MIN. 8" EMBEDMENT w/ WASHER & NUT NOTE: 9 FOR HDU1 1 USE 1" DIA. x 12" EPDXIED A.T.R. PLATE LENGTHS MUST BE BO' . TOM SPLIC) MIN. 8" EMBEDMENT w/ WASHER & NUT AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL HTT / HIDU TENSION TIE SCALE: N.T.S. SCALE: NTS F= 2240 LBS SIMPSON SIMPSON SIMPSON C SP4 SP2 2X STUDS @ 24" O.0 4 T_ ,L_IZ8�"x 4� 0".'C'f BOLT 0 MAX. MIN. (2) PER BOTTOM PLATE SECTION /-2X P.T. A/ PLATE SIMPSON SP4 �0_ TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS LINTEL A 1A, 'DIM"UN Z��4 SP2 I SIMPSON FF SIMPSON spi SP4 ",-10( ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL \\-NAILED INTO TRANSOM FRAMING SP4 4 2X8 P.T. BOTTOM P�AT�� SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON - spi SIMPSON SIMPSON� SP4 SP4 \\-5/8"x`10" "J" BOLT @ 24" O.C. MAX. C (MIN (2) PER BOTTOM PLATE) rl+ 2X TOP PLATE OVERLAPPING I NAILS @ 6" NGGERED 30LTS @ 24" O.C. %X 2X P.T. PLATE ROOFTRUSSABOVE /_ 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2-4' O.C. -MASONRY WALL SIMPSON C SP4 1 Od NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING __3M N �3 BEYOND. - PLYWOOD FASTENED TO TRUSSES L PLYWOOD WITH 8d COMMON WIRE NAILS@ 4" O/C BOUNDARIES 6" O/C EDGES 10 SHEATHING & 8" O/C FIELD * SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE — —PLYWOOD SP8 FOR 2x8 WALL) SHEATHING * SIMPSON SP2 w/ (12) 10d NAILS MASONR 9 SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW — o- 5/8"X1 0" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE L5/8"x`10" "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 rR SCALE: N.T.S. � S4 Plan for com co 04 F F40 co j LO 00 LO 0, -805 Lu 0 Lu z Q) LO F, E > 0 0 0 u CY) >1 CY) co C/) C16 C 4__ u CO U E 0 2 '00 C3 0 0 u- 0, < < U Ln u Lu 00 E .5: 0 CO CL ILLI W C6 0 W uj _j W 2 0 W I- Q� 2 _j W< zw z 02 < < < x W =) 0 W LL 0 0 0, < 0 F- - _j U) 3: C/) 908<'ZO�LOZ22"I-�� 0(00�WOZOROOMOZ Lu LJJ z< =) 0 -, C) 0 o 0 z W W , (D On- 7, Lu 0 z LL ow 0111 -, � < 0 uj Lu Z 2 >- 0 a. a- LL. <01A �ul i3 D oyzg < 00� LL < 0 < 0 0 04 Z Lu 0 U) in b (0 z u') U- z W < u� a- cy) 00 < < Z 0 z W Q C:) CD JUL UJ3 211Z3 Virtua(ReviewAsist,illic- Review complete i ani apj rol't�e iliance with the 2 20 F iC 7 �h Editioll by Debra Anne K[ahr N 230) CD C%J C14 04 CD C14 Q CD CD CD u*) 0 Q CD Q z 0 U*) Lu > CD 01 c� C� LO co Z t- ucr Z Lu C) 4_0 W W z z Mo #_0 tdoo 0 Fn Lo.�c 0 z 5; 0 Lu 0 z 0� a. W < C:) Lu Z_ 2 W-< W I.- L0 (D Lu 2 N�r 0 0 Z 0= W T_ U) <!=:D U") 0 zwo C:) < W Q� Z U- z z U) < z 0 0 1 z z z LLJ 0 04 0 > LAST PLOT DATE 1 z 0 STRUCTURAL i DETAILS