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-3 r- L0 LO 2 r') C) _03 Cq LO LO ED v =3 0- r") 25, 00 to 1-'4 C�4 LO Cr Cm 04 C'4 C) E 9 CD E 0 L 0 A2 a_ .2 LZ C14 C14 C:I IN 7�:_ C.� C`4 C�4 C=) C�4 �L_ �z CN (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION SCREW OFF CAP (TI DIA ) CONNECTION DOUBLE 2x TOP PLATE . FOR CLEAN -OUT ------2x DEAD WOOD @ M I D PO I NT w/ (3) 12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY " 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 WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" j 2x BLOCKING @ EACH END W/ 1 Od @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING ---(2) 2x HEADER PER PLAN V,4RIE5 \\-2x BOTTOM PLATE W/(1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL ri SCALE: N.T.S. 12 SEE TYPICAL WALL SECTION SEE ELEV. 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/ SIMPSON SP2 W/ (12) 10d (3) 1 Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID __�POINT EVERY OTHER S STUD W/(3) 10d NAIL, 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 T 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ 90A STD. HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL KIS4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. Z SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. _ CL TO DRAIN -0 EXTERIOR WALL WALL CLEAN -OUT rA SCALE: N.T.S. �, �4 I 1STCOURSE 2NID COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW � �B MASONRYLAYOUT (2� "4 SCALE: N.T.S. 1\ �4 7 5/81, 8" 7 5/81, 8" 7 5/81, 8" KNOCK -OUT ---- BLOCK W/ (11 )#5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 1 4 �,� 11 4 1 � I 8" STD. 9d'HOOK -/8"- L /INTEL BEAM W1 (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION R [==- R EA NOTES: (DFILL 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 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 PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL 8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK 'BOTTOM OF OUNTING B) 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. 10 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) 1 Od x 1 1/2" AT EA STUD (USE SPIS FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS@ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 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 rop iARAGE lOOR 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 SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON (1) (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) AE] 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 j '_LL'U" "L"'N RtEQUIRED CONNIE \—(2) 2x HEADER SEE PLAN INTERIOR HEADER: 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 1 1/2" EACH SIDE 11 '�'-2x STUDS TYP. 0 SIMPSON HTT4 TYP. z U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ AT BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL SCALE: N.T.S. � �4 SIMPSON SIMPSON SP2 SP4 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 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 WATER RESISTIVE BARRIEZ� SIMPSON SP2 W/ (12) 10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS a EACH END C L FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" SL CKING Uj O/C FIELD 2x TOP PLATE-/ U) V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS CHORD OR BLOCKING SIMPSON HETA20 W/ (8) 1 0dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24 (24" O.C. MAX) W/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR, STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) 1 #5 VERT. IN CONC. FILLED CELL----- --i 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 SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED 1 Od @ 8" O/C ATTACH ALL EXTERIOR ST DS W/ 1A I 16d TOENAILS TO Y6P PLATE NOTE: 3T BE BOTTO SPLIC PLATE LENGTHS MU,' M AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. 1\14� F= 2240 LBS SIMPSON SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S 1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON spi SIMPSON SP4 TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL//"j SIMPSON SP4 �_2X TOP PLATE OVERLAPPING - 1 Od NAILS @ 6" STAGGERED zi, J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 33 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) N. 8' PDXIED A.T.R. I & NUT 'OXIED A.T.R. t & NUT OXIED A.T.R. t & NUT 2X8 P.T. BOTTOM PrTE '"J" BOLT @ 24" O.C. MAX. 5/8"x`10' C (MIN. (2) PER BOTTOM PLATE) SIMPSON SIMPSON C SIMPSON SP4 SP2 SP4 " NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SjMpSON� SP4 RECESS LINTEL SP4 2X8 P.T. BOTTOM PLATE E 918"x 10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOFTRUSSABOVE Ir"- 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 518"X1 0" J-BOLTS @ Z-10" O.C. -MASONRY WALL @ 1 Od NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 101 PLYWOOD O/C BOUNDARIES 6" O/C EDGES SHEATHING & 8" O/C FIELD SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE —PLYWOOD SP8 FOR 2x8 WALL) SHEATHING SIMPSON SP2 wl (12) 1Gd NAILS MASONRY-- SIMPSON SP1 w/ (10) 1 Od NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. 0- MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: T 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. _0 a) _r_ > 0 r (7) L_ CL La C-4 L :10i r C: co U, (T < C14 C14 C=) 2! othebestofthe ngineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Building Code - Residential 7th Edition. Engineers signature and seal is only for st the ructural engineering portions of the drawing pages bearing Engineers signature and seal. W 4 C> 'It E 0 co M 8 (D I- * N - W _j 5 0 s It- Cn I- r� u Lu IL N 0 a. u_ 0 0 q Z 9 =0 '0 :3 IN W M , 0 r- =1 C� < t z 6 CL z u, N W Lj) 0 M a I. < < 0 0 0 _j U) z W < Cz CD 0 ru . >0 U') un E 8 co 0 " - 1z C'3 co 0 < Ce E M_ 0 z < E 0 V, U 0 ox 0, z C:) E C:� cli X, Z� :9� t ru wo w� 0 10 C: C: ., .1 .2 z z z U:) < 2. z W , z no 0 � . Z W cuo "k o L � 0- 0 CD > L0 LO < cc F— CIO Co CN C:) 0 U) ca < +-j 4_0 0 04 C:) Lo 04 LO U) < C14 C%4 4i E ce) 0 z E 10 E ;.; 0 0 0 _j 'D - 'D M < a C a) _j JOB NO 22-02383 SCALE AS NOTED SHEET NO. S4