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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 'OUBLE 2x TOP PLATE 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) 1 Od @ 8" ES VARI O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. 12 ��Typ) SEE ELEV. SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W1 (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 J1 \ NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX :_/z W/ 8" EMBEDMENT r 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.90AHOOK 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) 10d TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 1 Od NAILS BLOCKING (TYP.) V-ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. 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 �A SCALE: N.T.S. REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW � �B S4 KNOCK-OUT— )#5 NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1 FOR CONCRETE PLACEMENT E!!!!T '-WAR NMI 0 0 N' of MEN 111111111111 MEN NEI MEN 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 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-\ 0 FORM CREATES CONCRETE RECESS TO 2x (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 8x8x16 C.M.U. GARAGE DOOR RACK MOUNTING BRACKET 1'. - .. SH SEE TROWEL FINIS GENERALNOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK I SLOPE FORWARD ................ . . . ............ CONNECTION ASSEMBLY :--- - * '"* FOR DRAINAGE GARAGE FLOOR TRAVEL DIRECTION OF ...... ......... GARAGE DOOR ........ MOUNTING BASE DETAIL SCALE: N.T.S. 4 . 9 - . .' . . . SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM Cw MOI INTING R E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED rp 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 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 (2� SCALE: N.T.S. Z 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --CL 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. 2 x 6 P. J_BOLT TRACK BRACKET FOP I 1ARAGE OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK SCALE: N.T.S. 1\ �4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1)LSTA30 (2) (3) (2) (2) (1)LSTA30 �9 1 =6' (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 M O S 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 @ ONLY (1) 2x SILL PLATE W/ (2) O/c TYP. 12d TOENAILS DOUBLE 2x ---------- * OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE wl SIMPSON TYPICAL (U.N.0 . LS30 w/ (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 rQ SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24' O/C UPLIFT CONNECTOR (SEE (TYP.) SEE ELEV. 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 BARRN� SIMPSON SP2 w/ (12) 1 Od 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) wl 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 W1 GROUT 1 #5 VERT. IN CONIC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK .1. A. SIMPSON SIMPSON SP2 SP4 2X STUDS @ 24' O.C. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z wl (12) 16d NAILS TOP 2 ROWS 10d @ 3- O.C. (14 >.S�PLICE NAILS TOTAL) EA. SIDE OF SPI 4,9* SPLICE STAGGERED 1 Od @ 8" O/C L ATTACH ALL V EXTERIOR STUDS W/ Y816d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BO OM SPLIC) AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL SCALE: N.T.S. F= 2240 LEIS � �4 SIMPSON SIMPSON SP4 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION /--2X P.T. Al PLATE MPSON SP4 TRANSOM FRAMING SEE SECTION ANS1 AND BB/Sl FOR ADDITIONAL DETAILS 4 "1. SIMPSON SP4 \-NAILED INTO 01 TRANSOM TRANSOM NG FRAMING FRAMI SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS A N )G �1' AISJ TAILS SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON RECESS Z11 SP4 SIMPSON spi SIMPSON RECESS M ON� SP4 LINTEL SP4 SIMPSON spi SIMPSON SP4 AU5 2 6 VIRTUAL ME iL'�O "StS. Virtuai P Pians Review ?nd app"o\ied iiance with FBil" 7th for comp, Edition by Debra Anne Klahr PX2300 LRUSS BOTTOM CHORD OR 2x4 T' BLOCKING W/ 2-16d TOE NAILS @ EACH END Lu U) 2x TOP PLATEJ V2-16d NAILS @ 24- O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" v O.C. MAX. P,A.F, NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12' O.C. STAGGERED FROM BOT. SEE A/S3 FOR-\ PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL SCALE: N.T.S. � �4 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) (4565# SPF) (5645# SPF) (6970# SPF) IS (9335# SPF) N. 8" :'OXIED A.T.R. t & NUT OXIED A.T.R. t & NUT DXIED A.T.R. t & NUT A 2X8 P.T. BOTTOM P TE 5/8"yl 0" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 - 4 1 FL_ 2X8 P.T. BOTTOM PLATE 5/8"00""J" BOLTS @ 24"O.C. MAX. (MIN. (2) PER B0170M PLATE) ROOFTRUSSABOVE F 2X BLOCKING - (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY 11 K.O. BLOCK W/(1) #5 CONT. & FILLED @ 2'-0" O.C� -MASONRY WALL 1 Od NAILS@ 4 1 Od NAILS @ 6" O.C. STAGGERED A I I -. ?M 1"q k*Ti -PLYWOOD FASTENED TO TRUSSES LS @ 4- Z— PLYWOOD WITH 8d COMMON WIRE NAI O/CBOUNDARIES 6"O/CEDGES SHEATHING & 8" O/C FIELD o o I 9 SIMPSON SP4w/(6) 10dx 1 12" (USE SP6 FOR 2x6 WALL, USE �—PLYWOIOD SP8 FOR 2x8 WALL) o SHEATHING SIMPSON SP2 W/ (12) 10d NAILS MASONRY-- 0 5/8'X1 0" J-BOLTS @ 24" O.C. SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8"DIA. ATR EPDXIED MIN. 6"INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. 7. 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C) LAST PLOT DATE @ a ' Jul. 21, 22 z 0 STRIUCTURAL DETAILS