6341 Cobble Bliss St - Laserfiche WebLink

Browse Search

(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 — H L — — — — — — — — — — — — — — r7�I SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING --(2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VAM O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 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 x 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.. ___/ — AND FILLED SOLID W/GROUT 1 #5VERT. IN CONC. FILLED CELLW/ STD. 90A HOOK IN K.O. BLOCK _a— — I 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" OIC 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 NAI LSr,� BLOCKING (TYP.) 'L—ROOFTRUSS IFT CONNECTOR (SEE SCHEDULE) ISTURE BARRIER SCALE: N.T.S. ,C—SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. klt ND FLOOR 1/2" MINIMUM CEMENT FINISH "SH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE -A 3/4" FURRING STRIPS I THREADED 3" DIA. EXTENSION 0 N 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 JJEE WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" J/ DRAIN WALL CLEAN -OUT A� SCALE: N.T.S. � �4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK OUT — NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT somm ow 11MIT NMI MEN Milli MINE NEI liiim 0 Mill w Milli INN 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 MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE \ _j _j 9 > 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 PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL x8x16 C.M.U. GARAGE DOOR----_�, GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGEFLOOR .... . ... p ... .. . .... .. I.............. TRAVEL DIRECTION OF .............. GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 'TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. 4 -.."POURED CONCRETE BASE FOR IBOTTOM OF MOUN 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 5/81, 8" 7 5/81, 8" INTERIOR WALL ct EXTERIOR WALL SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 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 SCALE: N.T.S. VERTICAL JAM 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 BO TTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO r(BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END WALL 4 DOOR STOP F MO 'o LDING < ;2� 2x TOP PLATE GARAGE 6d NAILS @ 24" O.C. OR 2 DOOR EQUAL TO TRUSS BOTTOM - T.A.- CHORD OR BLOCKING 2x6P.T. v 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR EQUAL @ 12" O.C. 2x P T PLAI E SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C -za!TYP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) P 7.) 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. /—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) 1 0dx1 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"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL---- H I W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. 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 4 r"' NAI'LS TOTAL) EA. SIDE OF �P�ICE SPLI it CE STAGGERED O/C t10d @ 8 . . STAGGERED FROM BOT. u ATTACH ALL —f SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS REINF. INFO. rPLATE TO CONCRETE W/MOUNTING ANGLE W/Y�16c!TOENAILS TO P PLATE NOTE: A NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS MUST BE BOTTOM SPLIC FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS OVERSTUD AT LEAST 4'-0" LONG. TYPICAL TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL J TYPICAL GARAGE DOOR BUCK KK TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �4 SCALE: N.T.S. �4 SCALE: N.T.S. �, �4 F= 2240 LBS SIMPSON SIMPSON SIMPSON HEADER SUPPORT SP4 SP2 SIMPSON SP4 SP2 NO. OF JACKS & STUDS REQ AT OPENINGS 'f 1 �'o' 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 wl (6) 1 Od 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.) . OPENING 2" x 4" WALL 2w'x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 11 4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) (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 GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER: \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER o EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS o OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 11/2" EACH SIDE '-2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL SCALE: N.T.S. TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL A. P.T. ATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS SIMPSON SP2 — NAILED INTO TRANSOM FRAMING NAILED INTO TRANSOM FRAMING SIMPSON RECESS SP4 LINTEL SIMPSON spi SIMPSC SP4 4 P T BOTTOM P TE SIMPSON SP4 �_2X TOP PLATE OVERLAPPING . . 5/8"x 10" "J" BOLT @ 24" O.C. MAX. C SIMPSON (MIN. (2) PER BOTTOM PLATE) SP4 " — 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX 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. & NUT IOXIEDA.T.R. DXIED A.T.R. t & NUT ROOF TRUSS ABOVE 2X BLOCKING - (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X 10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 1 Od NAILS@ 4 10d NAILS @ 6" O.C. A — STAGGERED STAGGERED TRANSOM FRAMING 0 0 BEYOND. N — LPLYWOOD �E 0 SHEATHING �, �4 L o SIMPSON SP4 w/ (6) 10d x 112" SIMPSON— 'I (USE SP6 FOR 2x6 WALL, USE —PLYWOOD spi SIMPSON SP8 FOR 2x8 WALL) I SHEATHING SIMPSON SP4 o SIMPSON SP2 w/ (12) 1 Od NAILS MASONRY - I MPSON SP 1 w/ (10) 1 Od NAI LS WALL BELOW S o- 5/8"X1 0" J-BOLTS @ 24"O.C. SP4 MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: I 5/8"DIA. ATR EPDXIED 2X8 P.T. BOTTOM.�' MIN. 6" INTO BOND BEAM PLATE @ 24" O.C. 1 7 1 FRAMING DETAILS ABOVE ENTRY J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. S4 (MIN. (2) PER BOTTOM PLATE) x 'o I �t%j RAN. !jr ..4.t' 0 -80623 I14 = n*. STATE OF W%* A%, OR100' /OwAvOW o zo tz ' � p �<' - � z 'u a 2 z 3: Z 0 0 'o po uj Z., 'z - u < 0 cc z z T, iq 1z V, z 6g cc -�8 0 � W z z w >z �2 'z 0 Y 3 'Z < u n Z c'- zow >-cow w iH z z 9 ui It, � _j w cc > w w ow Ln § cc en r� 00 r_1 rq J tD " kD _j 6 " cn W r-1 M Ln oo oo T — 4 :m 3t Ln Im" m 00 uj uj uj mm z 3 M r" c� a: c� m__ W n < 6 mm Im Im Lu _j UJ V) z W (0'04 1— 2 = < uj UJ �e Z 0 Z 0 > LLI 0 > Lu x-j r� _j < Z r� D UJI oq < uj a- 1 a= Z Ln 0 > 0 0 Z> cu r" :Lj C:) :3 '.0 " C) m Ln tn 0 (u Ln LL- CL z m u (o '_q ca. 00 E 3i z m C) wLu 0 _j ko mi U) ui IN- 0 u) z < IN— ui 0 z < INNNNNNN SCALE AS NOTED DATE 03-11-2019 SHEET NO. S4