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F L- - - - - - - - - - - - - - 12 SEE ELEV. :t SIMPSON SP2 W/ (12) 1 Od NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 112"EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4' O/C BOUNDARIES 6' O/C EDGES & 8"O/C FIELD SIMPSON SPI W/ (10) 1 NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 1 On "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION -'---2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE 2x BLOCKING @ EACH END W/ 1 Od @ 71 Z� 4"O.C. FROM EACH HEADER FACE 11 TO BLOCKING --(2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 1 Od @ 8- tvA E5 O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 8"X8*Xl 6" K.O. BLOCK W/ 1 #5 CONT. -:: AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 9&'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 GENERAL NOTES 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 W1 (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 NAILJ,;�-- BLOCKING (TYP.) SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL \--ROOFTRUSS CONNECTOR (SEE SCHEDULE) IRE BARRIER SCALE: N.T.S. 'VENT OR 2ND FLOOR 1/2"MINIMUM CEMENT FINISH /-TYPICAL C.M.U. WALL STANDARD 3" DIA TEE 3/4" FURRING STRIPS THREADED 3"DIA. EXTENSION I/2"GYPSUM BOARD SCREW OFF CAP (3- DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8"O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALLIS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4w DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK-OUT— )#5 BLOCK W/ (1 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 7 INN I INN MEN MEN M11111111111111 MEN 1 1 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 PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERI MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE G S4 FORM CREATES CONCRETE RECESS TO 2A (NOM FOR WATER SHED. RECEIVE GARAGE DOOR AND TO ALLOW 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 DO 8x8xl6 C.M.U. GARAGE DOOR ROLLER CONNECTION ASSEMBU GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL 2 SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK 4 SCALE: N.T.S. 4 Z IBOTTOM OF MOI IN POURED CONCRETE BASE FOR TO BE 2"ABOVE FINISHED BLOCK WALL. RECESSED SPACE GARAGE FLOOR. FOR GARAGE DOOR AND WATER SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/80 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL EXTERIOR WALL SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl6 BLOCK DOOR OPENING --r,, 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11' DOORJAMB WALLIS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRYLAYOUT KD SCALE: N.T.S. �4 VERTICAL JAM 5/8*DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) RUSS BOTTOM CHORD OR 2X4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO EBLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END WALL 4 4 DOOR STOP MOLDING 4 14T 0. ED 2x TOP PLATE GARAGE DOOR 2-16d NAILS @ 24- O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" v O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P T PLATE EQUAL @ 12' O.C. SEE TYPICAL WALL SECTION 12 (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24' O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"A"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. /---CRICKET AS REQUIRED SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4- O/C BOUNDARIES 60 O/C EDGES & 8" BLOCKING (TYP.) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (9) 10dxl 1/2' NAILS AT EA. TRUSS VERTICAL WEB (24' O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOFTRUSS UPLIFT CONNECTOR 8"X8'Xl 6" K.O. BLOCK W/ 1 #5 CONT. LA (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL---- H I W1 STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 ��LCE. vvvo � SPLICE NAILS TOTAL) EA. SIDE OF l%*q*,SPLICE STAGGERED V .J,0 flIv 1 1`10d @ 8' O/C . . ATTACH ALL -1 STAGGERED FROM BOT. U SEE A/S3 FOR : PLATE TO CONCRETE DOOR TRACK EXTERIOR ST DS REINF. INFO. W/MOUNTING ANGLE W/ Y816d TOENAILS TO P PLATE NOTE: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS BOTTOM SPLIC) FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVERSTUD AT LEAST 4'-0" LONG. TYPICAL TYPICAL INTERIOR NOW r M BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK rK TOP PLATE SPLICE DETAIL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. F= 2240 LBS SIMPSON SIMPSON SIMPSON 2x CRIPPLES @ 16' O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10dxl 1/2"AT EA STUD (USE SP6 FOR 2X6 WALL, USE SP8 FOR 2X8 WALL) 1 Od NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x 4"WALL 2"x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END V-4- (1) (2) (1) (2) (1) LSTA30 4'-9- (3) (2) 1 (2) (1)LSTA30 91-16, (3) (4) (2) (4) (2) LSTA30 SP4 SP2 SIMPSON SP4 SP2 FF 2X STUDS @ 24- O.C. /8"XlO"*J"BOLT \-NAILED @ 24"O.C. MAX. INTO MIN. (2) PER TRANSOM BOTTOM PLATE TRANSOM FRAMING FRAMING FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION 1 2X P.T. SEE SECTION AA/Sl J4 PLATE AND BB/Sl FOR 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 @ 12" O/C FOR 2"xl On OR 3-ROWS 12d NAILS STAGGERED GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER: \_(l) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER * EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS * OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE W/ SIMPSON LS30 w/ (6) 1 Od x 11 /T 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 WALL HEADER DETAIL K�Q SCALE: N.T.S.- SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS LINTEL 4 SIMPSON SP4 ADDITIONAL DETAILS SIMPSON SP2 1 -NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON spi SIMPSON SIMPSC SP4 SP4 SCALE: N.T.S. � �S4 SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 10d NAILS @ 6' STAGGERED J-BOLTS @ 24' O.C. MAX -2X P.T. PLATE 2'x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (2215# SPF) (3285# SPF) (4065# SPF) ' ) (5665# SPF) IS (6865# SPF) N. 8" PDXIED A.T.R. t & NUT IOXIED A.T.R. t & NUT OXI ED A.T.R. I & NUT I J_ 2X8 I P.T. BOTTOM PrE \�-5/8'xl O""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/(l) #5 CONT. & FILLED 518-AlO"J-BOLTS @ 2'-0' O.C. -MASONRY WALL 1 Od NAILS @ 4 10d NAILS @ 6' O.C. STAGGERED A STAGGERED a 0 TRANSOM FRAMING BEYOND. Z PLYWOOD 0 �E SHEATHING o o B o SIMPSON SP4w/(6) 10dx 112" zo SIMPSON (USE SP6 FOR 2x6 WALL, USE o—PLYWOOD o spi SIMPSON SP8 FOR 2x8 WALL) SHEATHING Sim pSO�N SP4 SIMPSON SP2 wl (12) 10d NAILS MASONR SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW o- 5/8"Xl O"J-BOLTS @ 24"O.C. SP4 / MAX. (MIN. (2) PER BOTTOM o PLATE) 4 4 4 ALTERNATEO 518"DIA. ATR EPDXIED 2X8 P.T. BOTTOM MIN. 6"INTO BOND BEAM P1 ATE __F @ 24" O.C. FIRAMING DETAILS ABOVE ENTRY rR'� 518'xlO' -J' BOLTS @ 24' O.C. MAX. SCALE: N.T.S. �,S4 (MIN. (2) PER BOTTOM PLATE) . ..... *1- 4C:) cl) :uj -:0 cr *' -- Z 0: 0 0 0 . *% i�' 'z' Ole cy 1z' zu wo a ac zww >_ 7- lz m _j lu 44 , p �' z 11 1? z �n P 0 8 'o a U, w _.' w Z 'o z (D z< V�l 2 E - w 0 z- CC p ir- �20'- - 42zo IV) o z tz" M >- 2 t� 0 w w -Wzw- LL Q g < W u z u0i z >_ co ww 2 W cl w I= " t F. w ww>ln w UE w f5 UJ 'm w V) m I". 00 r-1 d t.0 " is N Cn -4 con Ln oo t ju-j L'n Lu ui Z m u.j Lm CA W LLJ LLJ z 1= 0 00 X 0- "4c U-i z li 0 he z u Lu uj co x-i < Z 0 Lu < uj z 0 < > C) 0 z r*4 0 a) N 4-0 C:) V) = ko C) > rn 0 z m In 0<- 2: in z (V - L_ LL. 0. >. . cn 13� u M '.4 M 00 < . Z E wUJ -i c:) ui 0 SCALE AS NOTED DATE 05-07-2018 SHEET NO. S4