6614 Back Forty Lp - Laserfiche WebLink

Browse Search

(TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD (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 I / ////,-SEE PLAN FOR SIZE -----2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED EVENLY HEADER FLUSH TO OUTSIDE OPTION -OUBLE 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. 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/ S 'E� '_ S DOUBL Top P, 2 x S. P.1 STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER TUDW/(3)10dNAIL 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 (TYP.) \L--MOnF 2x P.T. PLATE TRI ISS 5/8" x 10" "J" BOLT @ 24" O/C MAX W1 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"XI6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ T STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� 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 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 SCALE: N.T.S. 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 �111 1m!!!E -RWAM mm a NOUN 011 NEI Milli fil PRIGNE r MEN Milli llll= 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. G S4 SCALE: N.T.S. �4 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-\ Uj > 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 KIS4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB 8x8x16 C.M.U. GARAGE DOOR ....... RACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION 1 FOR DRAINAGE GARAGEFLOOR ..... ....... TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR IBO OM 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. 7 5/81, 8" 7 5/8" 8" 7 5/81, 8" INTERIOR WALL Gt EXTERIOR WALL 1STCOURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN, MASONRYLAYOUT D SCALE: N.T.S. �4 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ct 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) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL 'd A A 4 DOORSTOP 4 DING MOL 2 x 6 P.T. GARAGE DOOR J-BOLT TRACK BRACKET DOOR TRACK—` W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK � �K SCALE: N.T.S. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 11-4- (1) (2 (1) (2) (1) LSTA30 4'- 91 (2) (3) (2) (2) 1 (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 @ 12" O/C FOR 2"xl 0" OR 3-ROWS 12d NAILS STAGGERED �z �EATER HEADER IMP N w/ ( ) \—(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 W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: 10d NAILS 0 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP' 12d TOENAILS DOUBLE 2x OPENING LARGER THAN 4 FT: CRIPPLE STU D (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.0 LS30 wl (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 @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. 12 (TYP.) SEE ELEV. 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 WATE RESISTIVE BARRIER7>A SIMPSON SP2 wl (12) 1 Jd ---, NAILS AT EACH STUD / 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 1 0dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IMAIN IN KO BLOCK AT EA. STUD SPAN MOISTURE BARRIER ROOFTRUSS UPLIFT CONNECTOR 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W1 GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON SIMPSON SP2 SP4 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SCALE: N.T.S. S4 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 SPLICE NAILS TOTAL) EA. SIDE OF �A 4,9,, SPLICE STAGGERED 1 Od @ 8" O/C ATTACH ALL EXTERIOR STUDS W/Y�16cITOENAILS TO P PLATE NOTE: BOTTOM SPLIC) PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M� SCALE: N.T.S. F= 2240 LBS P.T. ATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 i NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SP4 /- SIMPSON SP4 SIMPSON SP2 INTO TRANSOM FRAMING SIMPSON SP4 C SIMPSON Spi SIMPSC SP4 LTRUSS BOTTOM CHORD OR 2x4 BLOCKING W1 2-16d TOE NAILS EACH END (LU ; s') a. U) 2x TOP PLATE-/ V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24' V O.C. MAX. ROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. I STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL 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) 3 (4565# SPF) 3 (5645# SPF) (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. � & NUT IOXIED A.T.R. I & NUT OXIED A.T.R. I & NUT 1 2X8 P.T. BOTTOM PrT E -5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 ...... .... " ROOF TRUSS ABOVE 2X BLOCKING - (2) 16d TOE NAILS EA. BLOCKING A '2X8 WALL ABOVE ENTRY N "I K.O. BLOCK W/(� #5 CONT. & FILLED Virtual Reviev 5/8,,xio,, j-p(gAWeview compl 0 2'-0" f6pcompliance with th, -MASONRY WAL4y Debra Anne 1 Od NAILS @ 4 1 Od NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 0 BEYOND. ,,,,,-PLYWOOD FASTENED TO TRUSSES PLYWOOD WITH 8d COMMON WIRE NAILS @ 4" SHEATHING O/C BOUNDARIES 6" O/C EDGES rE & 8" O/C FIELD 0 �4 L SIMPSON SP4 w/ (6) 1 Od x 1 12" p: (USE SP6 FOR 2x6 WALL, USE .—PLYWOOD SP8 FOR 2x8 WALL) SHEATHING SIMPSON SP2 wl (12) 10d NAILS MASONRY-- SIMPSON SP1 wl (10) 10d NAILS WALL BELOW 0 5/8"X 10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 4 2X8 P.T. BOTTOM PLATE I � I I 5/8"xl 0" "J" BOLTS @ 24" O.C. MAX, (MIN. (2) PER BOTTOM PLATE) PLATE) A�TERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 J 04 0 04 00 Qt7 LO *t 0 c-D � v-, _j W UJI 2 0 j UJI z < 0 U") E > 0 0 0 1. = -'D , or) V) c') Z) 0 2 z LVI) U -0 70- E 'c D 0 U 0 U_ 0 0 U_ T U1 ULU a'o t' co N c E d P) p , 7() cOL LU LU (D Uj Ld (6 0 Uj Uj _j Uj 2 �_ 0 z 0-1 �; q; z mt �9�4 m �5 _j � 0 3: cr ') 1 0 0 0 0 < < () Z) !�) a 8 � z E U_ 0 z m 0 , �- OWE 0 OZ200cocz 0 cn LU W V5 Z a. W 'y 0 0 0 z ILL > m 0 z 0 z z LL 0 U, 0 CL < W < LU Z a. < , 2 �_ 2 LU < W 0 Ow U_ 0. r*_4 z LU 0 > 14 C:) Z < UO Lr) _j LL V) zO_ Uj b < 00 z i__m z 3: LU W c:) _j C) ko mi L 2 1 20P C14 N cy) C14 cy) 'N C:) C14 C:) 04 a) 04 C) c; 4 c� c� c� Assist, Inc. 0 0 ted and approved 2020 FBC 7th Edill on (lahr PX2300 0 0 106 1 1 1 W T-- 00 - 00 T- 0 C14 C) 04 c:> 04 04 C) C) C14 I 0) CD CN I 0) 10 C14 I 10 0 C� 0 0 C� 00 0 C� 04 0 C14 I C0 CD c� 'IT 9 �"— d) — d) 9 — CD c� CD T.- c:) CD 0 8 C5 0 N0 1 m N U-) L_ >' T_ 0 cl CD C'5 c:) 4. 0 U1 0 (61 CD r': U 00 Z z 4-a Lij W U) W c)) 0 2:5 0 0 oaf W LO -0 z z W < CC W < _17 co 0 Z -- 2: z (D 0 t W z 3: 5. < W 0 2 Z of T-4 CL Z Z LL (0 Uj 0 e < �- z 00 a- >- U, Ln z U) z T__1 z m<0 z 0 0 z z z LH LU LAST PLOT DATE >cD May. 8, 23 STRUCTURAL Z '0 .j DETAILS