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— — — — — — — — — — — — — (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 PLATE EVENLY HEADER FLUSH TO OUTSIDE OPTION L---------------� 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN v�R�E a 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 zo YP) SEE ELEV. SIMPSON SP2 W/ (12)10d 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) 10d _ NAILS AT EACH STUD 2x P.T. PLATE �V 5/8" x 10" "J" BOLT @ 24" O/C MAX :--//, W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 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 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 W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D —2x BLOCKING @ MID POINT EVERY OTHER STUD W/(3) 10d NAIL '—ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH - TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE - 314" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" 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 WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK-OUT— NOCK-OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT 8" STD.96HOOK 8• LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION r (— - 1� dl - �I -- J� — i r NOTES: lO 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. 2� VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. @3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO V-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 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J w T O 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 PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE 8x8x16 C.M.U. GARAGE DOOR------_ f, � % GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR -- MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B 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 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT ❑ INTERIOR ❑ WALL DOOR -DOOR OPENING EnL EXTERIOR a WALL ❑ D aFITa 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. �'S4 VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl6 BLOCK DOOR OPENING —C 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TRUSS BOTTOM CHORD OR 2X4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END WALL ° ° Q 4 ° ° a DOOR STOP w ° ° cu MOLDING �z a 2x TOP PLATE `n GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX._��4 PROVIDE P.A.F. NAILS OR 2x P T PLATE EQUAL @ 12" O.C. SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) SEE ELEV. 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. i—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 6" 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) 10dx1 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 ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90• HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL - 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 10d @ 3" O.C. (14 *�P�ICE.. NAILS TOTAL) EA. SIDE OF 48., SPLICE STAGGERED 10d @ 8" O/C STAGGERED FROM BOT. / ILI ATTACH ALL 1 \ SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ (4) 16d TOENAILS TO TbP PLATE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TYPICAL INTERIOR NOW WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C SFFpNpO� N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d 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 SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'-4' (1) (2 (1) (2) (1) LSTA30 4' - 9' 1 (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"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: X.54 (1) 2x SILL PLATE W1(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 wl (6)10d x 1 1/2" EACH SIDE '---2x STUDS TYP. p� SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4. SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. Tm TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL P.T. ATE SIMPSON SP4 —i ° \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP2 NAILED INTO TRANSOM FRAMING LINTEL l I / SIMPSON RECESS / SP4 SIMPSON SP1 SIMPSC SP4 SCALE: N.T.S. SIMPSON SP4 2XTOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED 7z. J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (2215# SPF) 3 (3285# SPF) 3 (4065# SPF) 3 (5665# SPF) )S (6865# SPF) N. 8" ROOF TRUSS ABOVE /— 2X BLOCKING 1 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 PDXIED A.T.R. t & NUT 'OXIED A.T.R. t & NUT OXIED A.T.R. i & NUT -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. PLYWOOD o E SHEATHING S4 B • SIMPSON SP4 w/ (6)10d x 1 12" SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP1 SIMPSON SP8 FOR 2X8 WALL) SHEATHING SIMPSON SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. SP4 MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM PLATE @ 24" O.C. Lt FRAMING DETAILS ABOVE ENTRY rR 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) 14 : Q:c') = � w ' 0•�® 10, •C 51 w uw Zo ow � = a oo paw x J F-dU w~"2 Z o Lu wz�o waSa� jwm c� �-a Z Ua cr ' wo wZOZv=i i- a�oE �aza� (� 2-� � p�rL YZw -o w �aaow �z== aH a u a O He�w Vi LLQiuo=o p w w2�o z¢wo LL C" U w Z z- w S a mop u,c�ZI_0 C) Z w -w Q= awvwH W o� V) a3 0 lD N m fV M 0o m mm0 wL -- Z � "" W W ME m� Q W to &!00 mm w w Z W o N V=I a�"^ a ccw Z X M o Q G X a z W vi Q Q w F— a o ^ a O Q CD zo O c) H U0 M M Q(n�Ln a cn •i d- �C QL.) LL Ln zz U QCC) § E to Z w110 J 0 U) ui 0 ui No SCALE : AS NOTED DATE : 05-07-2018 SHEET NO.