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q a; S CIO 7 LO C tl- E E= 2 51 (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH /--TYPICAL C.M.U. WALL 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER—\ //,SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSI N 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W1 DRYWALL SCREWS -----2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3) 12d DRYWALL NAILS MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK WALL IS 11/2" MAXIMUM E PLATE —] HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR INTERIOR—\ .. WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ a4" O.C. FROM EACH HEADER FACE TO BLOCKING ----(2) 2x HEADER PER PLAN I 2x BOTTOM PLATE W/i 10d @ 8" Z VARIE5 O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. 12 TYPICAL WALL SECTION ,,---SEE 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 W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 W/ (12) 1 Od (3) 1 Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER [ 7 + 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 4 IL SIMPSON SP1 W/ (10) 1 Od NAILS AT EACH STUD 2x P.T. PLATE IN 0 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. 91 HOOK IN K.O. BLOCK _7 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 BLOCKING (TYP.) L-ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL (t TO DRAIN EXTERIOR WALL WALL CLEAN -OUT KO'A� SCALE: N.T.S. i �4 1STCOURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL 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 SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW,/ �B MASONRYLAYOUT SCALE: N.T.S. "4 �, �4 7 5/8" 8" 7 5/80 8" 75/8, 8" KNOCK -OUT) BLOCK W/ (1 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT r rL Ilion Nil 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 13EEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO i 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— k _j 0 Z' �116 FORM CREATES CONCRETE RECESS TO 2X4 i M.) 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 6 MOUNTING BASE SCALE: N.T.S. 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR IE MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. Z4 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. 4,0 �p I 4, 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W1 (6) 1 Od x 11/2" AT EA STUD (USE SP6 FOR 2X6 WALL, USE SP8 FOR 2x8 WALL) 1 Od NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N .0.) SOLID AREAS ARE STEELAND GROUT FULL 8x8x1 6 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 W/MOUNTING ANGLE rop 1ARAGE lOOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS I FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK SCALE: N.T.S. ��4� 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 41 (1) (2) (1) (2) (1) LSTA30 4'- 9' - (2) (3) (2) (2) (1) LSTA30 9'-16' (31 (4) (2) (4) (2) LSTA30 FLATSTRAPS 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 -ROWS 12d NAILS STAGGERED 2 @ 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: �4 \—i 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 11/2" EACH SIDE �bv 2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL Q - SCALE: N.T.S. i �4 SIMPSON SIMPSON SP4 SP2 2XSTUDS@9-4"O-C W 5/8"x10" "J" BOLT @ 24' O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TYP SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM / /Z-- 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 r. El RUSS BOTTOM CHORD OR 2x4 1/2"EXTERIOR GRADE SHEATHING CRICKET AS LBTLOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" CKING O/C FIELD :2� 2x TOP PLATE 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 Odxl 1/2" L W A EB NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" BEDME (24" O.C. MAX) w/ MIN. 4' EMBEDMENT L O.C. MAX. ROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE rp EQUAL @ 12" O.C. MOISTURE BARRIER ANT ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 5 CO T . 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) I 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 E SCALE: N.T.S. ��S4 PIPE OR DUCT wl 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 71 1 Od @ 8" O/C A ATTACH ALL EXTERIOR STUDS W/Y�16dTOENAILS TO P PLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. F= 2240 LBS SIMPSON SIMPSON SP4 SP2 i -4: 1: 1 i 2X P.T. PLATE SIMPSON SP4 \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON spi S IMPSON SIMPSON RECESS SP4 SP4 LINTEL SIMPSON NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SP4 --\ RECESS SIMPSON� LINTEL SP4 TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL//"�j SCALE: N.T.S. �4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) SPF) (5645# SPF) (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. I & NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. I & NUT SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 1 Od NAILS @ 1 STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2X8 P.T. BOTTOM PrTE 5/8"xl 0" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " 2X8 P.T. BOTTOM \_s PLAT I E UU L5/8"xlli BOLTS @ 24"O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE F 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X1 0" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 1 Od NAILS@ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED I TRANSOM FRAMING 0 BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES SHEATHING '0 & 8" O/C FIELD o SIMPSON SP4w/(6) li 1 12" z o (USE SP6 FOR 2X16 WALL, USE :—PLYWOOD SP8 FOR 2X8 WALL) SHEATHING o * SIMPSON SP2 w/ (12) 10d NAILS MASONRY- - o_�_5/8"X10"J-BOLTS@24"O.C. * SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM o PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. Cr2 C= c:* Cc *a'. 3t — W 0 — - 5-- = Is; rE Z. W to = C6 It littlili, S\."Ozo WIV/ S E 1�0. Z 13� 1� : __j < �E k U1 1�4 0. W 01? 4 F L 0 I O'tA E S S L4 I To the best of the Engineaes knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Rodda Building Code - Residential 7th Edition. Engineses signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4 to rim E 8 g 0 W) vill It a 35) C'q 0 - -- _-, 7! q LL U- _j LU CL z 1% 5 W W 3 0 z C14 do z 0 z g-:� < a- V) Q) CD 4-J ro Fj Q) 0 U.J CN LK LL' -9 E F 0 4 U- g E 059 6 R E Is R Q 2 0 go z — E C) C14 t Ki 1z Q1 z M C 63 Q) 1. 'o 22 WIL 1 ::- U H a 0 01 3� 8 ff !, LO LO 9 2 I-ftw M CU j LO 0 LO _j U) 1 CN *.- U) L0 1 0 n 04 04 12 0) c) .0 0 LL Q W 0) LO 0 U E M (0 CV) 0 z z C M a. E E C) 0 t L) _j Zia C JOB NO 22-12368 SCALE AS NOTED SHEET NO. S4