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(2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD PLAN 12 TRUSSES @ 24" O/C 1/2"MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL �P) SEE ELEV. UPLIFT SCHEDULE) CONNECTOR (SEE (2) 2x HEADER TO SIT 3/4"FURRING STRIPS 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE DOUBLE 2"x4" S.P.F. TOP PLATE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8' 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C. CONNECTION SCREW OFF CAP (T DIA.) W/ DRYWALL SCREWS 926 APPLY 3 LAYERS W/ TOTAL 2x DEAD WOOD MID FOR CLEAN -OUT @ 8" O.C. OR 4d THICKNESS 7/8" OVER METAL @ DRYWALL NAILS LATH. FIRST 2 LAYERS 3/8" THICK D4—POINT w/ (3)12d MIN. EXTENSION FROM SOLID AREAS ARE SOLID AREAS ARE EACH. 3RD LAYER 1/8" THICK. DOUBLE 2x TOP EVENLY TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT STEEL AND GROUT CRICKET AS REQUIRED WALL IS 1 1/2" MAXIMUM PLATE EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ FULL 8x8x16 BLOCK SIM SON SP2 w/ (12) 10d HEADER FLUSH TO OUTSIDE OPTION WALL NAIL AT EACH STUD FACE OF BLOCK WALL IS 2114" W/TRUSS 02M16d TOOE NAILS RD OR 4 TO DRAIN C DOOR OPENING DOOR OPENING DOOR OPENING � 1/2" EXTERIOR GRADE SHEATHING r@BLOCKING EACH END J FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10dQ COMMON WIRE NAILS 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) v TO BLOCKING WALL CLEAN -OUT WALL ❑ 0/C FIELD " z a (2) 2x HEADER A V2-16d 2x TOP PLATEPER PLAN SCALE: N.T.S. S4 �FIT A �2X4 PT STUDS @ 16" O.C.(2) 2X4 PT STUDS UNDER HIP NAILS @ 24" O.C. OR CARRIER/GIRDER TRUSS EQUAL TO TRUSS BOTTOM VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" 1 ST COARSE 2ND COARSE 3RD COARSE _ _ = CHORD OR BLOCKING O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dxl 1/2" _ REFER TO WINDOW PRODUCT APPROVAL NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE NAILS O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. PROVIDE P.A.F. NAILS OR 2 x 6 (MIN.) FRAME 1111111,, MANUFACTURER. IN KO BLOCK AT EA. STUD 2x P.T. PLATE EQUAL @ 12" O.C. MAIN SPAN WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS STAGGERED FROM BOT. SEE AIS3 FOR UPLIFT CONNECTOR PLATE TO CONCRETE 8"X8"X16" BLOCK W/ 1 #5 CONT. REINF. INFO. SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 AND FILLED K.O..GROUT (SEE SCHEDULE) d ° 12 SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL (TYp) SEE ELEV. PRE-ENGINEERED WOOD W/ STD. 90" HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- TRUSSES@24"0/C VERTICAL JAM UPLIFT CONNECTOR KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ALT. KNEEWALL ABOVE MASONRY WALL DETAILrE BEARING WOOD FRAME WALL( �j 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE (SEE SCHEDULE) BLOCK W/ (1) #5 7 FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. DOUBLE 2 4 SPF 42 FOR CONCRETE PLACEMENT / 96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S. S4 SCALE: N.T.S. S4 x 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)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +*+ + ; STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW W■'�� i^I'ii'ii �'�� '■■ STD OPENINGS GREATER.t •• OPENING •' • Ilii ■mill �leiPLAN)IIIIII I ■■�III lii��■ Milli ■'■III III'i■ mIIII IIlI ■i�l�� III��■ - �IIII IIII� TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" NOT TRANSFER LOAD. _ PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE ° WALL a d THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 27x BUILT-UP COLUMN, SOLID MEMBER OR d ° a DOOR STOP PSPN516Z w/ (12)16d NAILS P.L. 1.8E Fb=2400 PSI (AS PER PLANS) 71" ° d d MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 0.0. • HTT4 w/ (18)10d NAILS (3610# SPF) — 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF • e • HTT5 w/ (26)10d NAILS (4670# SPF) 58" DOOR �8, SPLICE STAGGERED • • • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) — • O • • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) J-BOLT • r • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) 41" of /�J _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) TRACK • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) 34" BRACKET �a' ��S 10d @ 8" O/C P. • • HDUl l-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) _ qNc� • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" A EMBEDMENT w/ WASHER & NUT DOOR TRACK ATTACH ALL EXTERIOR STUDS • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED " 6 3/4" WIMOUNTING ANGLE T// Ybl PLATE AILS A.T.R. MIN. 8" EMBEDMENT w/WASHER & — 31 /2" — L— • FOR Hum USE 7/8 DIA. x 12 EPDXIED A.T.R. NOTES: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: 1/2" EXTERIOR GRADE SHEATHING FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC N. 8" EMBEDMENT w/ WASHER & NUT FASTENED TO TRUSSES WITH 8d COMMON 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. AT LEAST 4'-0" LONG. TYPICAL OVER STUD a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION MIN. 8" EMBEDMENT w/ WASHER & NUT PORT EDGES & 8"O/C FIELD _ _ _ @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M H17 / HDU TENSION TIE N SIMPSON SP1 w/ (10)10d O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. SCALE: N.T.S. NAILS AT EACH STUD BLOCKING I(TYP.) PROPERLY. S4 S4 SCALE: NTS S4 2x P.T. PLATE OOF TRUSS Og SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS 5/8" x 10" "J" BOLT @ 24" O/C MAX 4 OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT SIMPSON SIMPSON SIMPSON C W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. MOISTURE BARRIER AND FILLED SOLID W/GROUT TYPICAL FILLED LINTEL ASSEMBLY G 1 #5 VERT. IN CONIC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. S A KNEE WALL ABOVE MASONRY WALL DETAIL rF �7�F SCALE: N.T.S. S4 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 1'- 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' 1 (2) (3) (2) (2) (1) LSTA30 9' -16' 1 (3) 4 (2) (4) (2) LSTA30 SP4 SP2 SIMPSON SP4 SP2 K. SIMPSON SP4 ROOF TRUSS ABOVE 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING 2X BLOCKING 0 If /8"xl0" "J" BOLT NAILED @ 24" O.C. MAX. INTO 10d NAILS @ 6" (2) 16d TOE NAILS MIN. (2) PER TRANSOM EA. BLOCKING STAGGERED BOTTOM PLATE TRANSOM FRAMING FRAMING WIDTH OF OPENING VARIES 4" FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION P•T• SEE SECTION AA/S1 FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD--" LYWOOD CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS PLATE AND BB/S1 FOR is 2X8 WALL ABOVE ADDITIONAL DETAILS ENTRY BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SIMPSON SCRAP MATERIAL WITHOUT UPLIFT SP1 • K.O. BLOCK W/(1) SEE FLOOR PLAN NOTES FOR SIMPSON SP4 -BOLTS @ 24" O.C. #5 CONT. & SIMPSON SIMPSON w T REQUIRED CONNECTION RECESS SP4 SP4 5/8X10 MAX FILLED o S �7N LINTEL "" J-BOLTS FF'Oi'l' 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ 2'-0" O.C. FORM CREATES CONCRETE RECESS TO @ 12" O/C EACH FACE OR3-ROWS 12d NAILS STAGGERED 2x CRIPPLES @ GREATER HEADER MASONRY WALL 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. @ 12" O/C FOR 2"A0" OR d 2X8 P.T. BOTTOM P TE CA KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN SIMPSON SIMPSON C SIMPSON (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA 1 SP4 SP2 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR • INTERIOR HEADER: SP4 MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ 2 01 MOUNTING BASE SHOWN FOR 2x8 WALL) () STAGGERED 4" q 10d NAILS @ 6" O.C. 12d TOENAILS STAGGERED FOR CLARITY SEE DETAIL IN POSITION GARAGE ENTRY FORM DETAIL BOX HEADER • EXTERIOR HEADERS: �� 10d NAILS @ 8" ONLY SEAT FOR BLOCK IS POURED () o 0 IN PLACE CONCRETE 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. (1) 2x SILL PLATE W/ 2 TRANSOM FRAMING 12d TOENAILS NAILED INTO H, N BEYOND. • OPENING LARGER THAN 4 FT: PLYWOOD FASTENED TO TRUSSES GARAGE FLOOR SLAB � �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x 2 2x SILL PLATE w/ SIMPSON TRANSOM CRIPPLE STUD () FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD TROWEL FINISH SEE LS30 w/ (6) 10d x 1 1/2" EACH O/C BOUNDARIES 6" O/C EDGES SHEATHING GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK TYPICAL (U.N.O.) SIDE TRANSOM FRAMING & 8" O/C FIELD E SLOPE FORWARD CONNECTION ASSEMBLY SEE SECTION DITTOAA/SAND S4 FOR DRAINAGE GARAGE FLOOR BB/S1 FOR ADDITIONAL B .' .,— TRAVEL DIRECTION OF 2x STUDS TYP. DETAILS • SIMPSON SP4 w/ (6) 10d x 1 12" l000,GARAGE DOOR SIMPSON - q0 SIMPSON HTT4 TYP. SPi (USE SP6 FOR 2x6 WALL, USE PLYWOOD Op O SIMPSON SP8 FOR 2x8 WALL) SHEATHING �9 U.N.O. SEE N/S4 8P4 • SIMPSON SP2 w/ (12)10d NAILS MASONRY NG ** HOLD DOWN RECESS SIMPSON . SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MOUNTING BASE DETAIL SP4 LINTEL CONNECTIONS MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. d NOT REQUIRED @ PLATE) a PTBOTPLATE BEARING WALLS NOTED d d ° a ALTERNATE: TO BE 2" ABOVE FINISHED SEE (PLAN FOR FOOTING .. . 'BOTTOM OF MOUNTING B E WITHOUT UPLIFT DIMENSIONS POURED CONCRETE BASE FOR d BLOCK WALL. RECESSED SPACE 2X8 P.T. BOTTOM 5/8"DIA. ATR EPDXIED GARAGE FLOOR. FOR GARAGE DOOR AND WATER PLATE MIN. 6" INTO BOND BEAM GARAGE ENTRY FINISHED MASONRY DETAIL rp SHED FORWARD11 DRAWING. WALL HEADER DETAIL Q @ E O.C. SCALE: N.T.S. � PARTIAL INTERIOR ELEVATION FRAMING DETAILS ABOVE ENTRY K�R SCALE: N.T.S. 5/8"x10" "J" BOLTS @ 24" O.C. MAX. S4 SCALE: N.T.S. `S4 (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. r `` NV W N !�� -: • �NSE 6•• c"V •—i d � Q i • R•• F E S s •off \ `` To the best of the Engineer's knowledge, infmatieon and belief, the structural plans and specifications contained within these drawings tangly with the 2017 Fiodda Building Code - Reskfential ft Edition. Engineer'a signature and seal is onry for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � o �g� 0 0 3a L0 0 u• h' 3 rn ¢ a 0 LL Z rr�pm�p N Q M z J F ❑❑❑❑ W 0 z n z g a � N z o .0 ry o 0 a L W v 0 c Q 'fo1 l'J N z Qit QE E � � 88 Z M �o� a At M C0 C �x m 0 ~� g� z�y� y 3 ]U W C `CM = ui W � W •> O .•. M a Ccc CO r v O N N v Z Ln i Q± M N r T T E zE M z O E v «3 cc c d U J Q J JOB NO: 20-0563 SCALE : AS NOTED SHEET NO. S4