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v m iv tr x 0 0 9 N S m m Off d 0 0 0 J 0 i c 0 3 a N N E O y� J c� ZO � CS a a I Y LZ N N 0 a N N (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 CONNECTOR (SEE SCHEDULE) (2) 2x HEADER TO SIT 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 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 (3" DIA.) W/ DRYWALL SCREWS 926 APPLY 3 LAYERS WI 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 POINT w/ (3)12d SOLID AREAS ARE SOLID AREAS ARE MIN. EXTENSION FROM EACH. 3RD LAYER 1/8" THICK. DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ STEEL AND GROUT CRICKET AS REQUIRED EVENLY WALL IS 1 1/2 MAXIMUM PLATE INTERIOR FULL 8x8x16 BLOCK HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL SIMPSON SP2 w/ (12)10d FACE OF BLOCK WALL IS 21/4" 16�NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 CL DOOR OPENING DOOR OPENING BLOCKING W/ 2-16d TOE NAILS TO DRAIN DOOR OPENING -Ct 1/2" EXTERIOR GRADE SHEATHING @EACH END —I FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10d @ aBOUNDARIES COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR 6" O/C EDGES & 8" BLOCKING ) LU TO BLOCKING rW� WALL ❑ ❑ O/C FIELD z a (2) 2x HEADER WALL CLEAN -OUT r 2x TOP PLATE PER PLAN S4Fol 2X4 PT STUDS @ 16" O.C. 2-16d NAILS 24" O.C. OR SCALE: N.T.S.Elk 1\ (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM 2x BOTTOM PLATE W/ (1)10d @ 8" 1 ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS =__ = CHORD OR BLOCKING VARIES O.C. TO EACH HEADER FACE SIMPSON HETA20 wl 8 10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11"DOOR JAMB WALL IS TO BE (24" 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 MANUFACTURER. IN KO BLOCK AT EA. STUD L MAIN SPAN 2 x 6 (MIN.) FRAME ROOF TRUSS SEE A/S3 FOR 2x P.T. PLATE EQUAL @ 12" O.C. WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOWKB MASONRY LAYOUT D MOISTURE BARRIER STAGGERED FROM BOT. UPLIFT CONNECTOR PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. REINF. INFO. SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 AND FILLED W/ GROUT (SEE SCHEDULE) ° 12 SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL PRE-ENGINEERED WOOD W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- (Np) SEE ELEV. TRUSSES @ ER VERTICAL JAM UPLIFT CONNECTOR 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E BEARING WOOD FRAME WALL ,J (SEE SCHEDULE) BLOCK W/ (1) #5 ] 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 I STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW ■111 '!!NJ LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-O"WIDE (U.N.O. ON VERTICAL SEE FDN. PLAN O. LOCATION 1►1•■ mill I�IL ----'I" 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 ° THAN 50 /o OF TOP PLATE WIDTH INSTALL SIMPSON 2"x BUILT-UP COLUMN, SOLID MEMBER OR ° a DOOR STOP PSPN516Z w/ (12)16d NAILS P.L. 1.8E Fb=2400 PSI AS PER PLANS ( ) 71„ ° MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 °e ° • HTT4 w/ (18)10d NAILS (3610# SPF) 58" 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF • • HTT5 w/ (26)10d NAILS (4670# SPF) — DOOR • ' . SPLICE STAGGERED 8 ° • • 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 • 7 o • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) 41 rMNI 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 G " O� 10d @ 8O/C ST • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) — :r qNC� • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" lulp EMBEDMENT w/ WASHER & NUT DOOR TRACK ATTACH ALL EXT(E)1RIOR STUDS C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED 10,E 6 3/4" W/MOUNTING ANGLE AILS W/ TOP NUT A.T.R.MIN. 8" EMBEDMENT w/ WASHER & _ PLATE NOTES: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: • FOR HUMUSE 7/8 DIA. x 12 EPDXIED A.T.R. 1/2" EXTERIOR GRADE SHEATHING FOR DOOR INSTALLATION INFORMATION PER MANUFACTURERPLATE LENGTHS MUST BE BOTTOM SPLIC MIN. 8" EMBEDMENT w/ WASHER & NUT . FASTENED TO TRUSSES WITH 8d COMMON Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. OVER STUD E • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. WIRE NAILS @ 4" 0/C BOUNDARIES 6" 0/C _ _ _ NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT w/ WASHER & NUT EDGES & 8" O/C FIELD _ _ _ PORT @EACH VERTICAL REBAR &DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED TYPICAL GARAGE DOOR BUCKrK TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE (2S4) SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) PROPERLY. SCALE: N.T.S. SCALE: N.T.S. S4SCALE: NTS 2x P.T. PLATE OOF TRUSS O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS 5/8" x 10" "J" BOLT @ 24" 0/C MAX 4 OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT SIMPSON SIMPSON C W/ 8"EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) O SIMPSON REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ TYPICAL FILLED LINTEL ASSEMBLY rG STD. 90" HOOK IN K.O. BLOCK SCALE: N.T.S. L+ A KNEE WALL ABOVE MASONRY WALL DETAIL rF �7•i� 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 V - 4' (1) (2) (1) (2) (1) LSTA30 4'-9- (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 SP4 SP2 SIMPSON SP4 SP2 I ki y rF SIMPSON SP4 ROOF TRUSS ABOVE 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING 2X BLOCKING /8"x10" "J" BOLT NAILED @ 24" O.C. MAX. INTO 10d NAILS @ 6" (2) 16d TOE NAILS MIN. (2) PER TRANSOM STAGGERED EA. BLOCKING 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 PLATE AND BB/S1 FOR Zc 2X8 WALL ABOVE 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR OVER TOP PLATE "HOLD DOWN CONNECTIONS ADDITIONAL DETAILS ENTRY BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SIMPSON SCRAP MATERIAL WITHOUT UPLIFT SP1 • K.J SEE FLOOR PLAN NOTES FOR SIMPSON SP4 -BOLTS @ 24" O.C. 5000NOTC& W/(1) SIMPSON SIMPSON w T REQUIRED CONNECTION RECESS SP4 SP4 MAX FILLED r / o SFFp 00� LINTEL 5/8"X10" J-BOLTS 2-ROWS 12d NAILS STAGGERED �N @ 12" 0/C EACH FACE OR 2X P.T. PLATE @ 2'-0" O.C. FORM CREATES CONCRETE RECESS TO ° MASONRY WALL RECEIVE GARAGE DOOR AND TO ALLOW 3-ROWS 12d NAILS STAGGERED ° 2x4 (NOM.) FOR WATER SHED. @ 12" O/C FOR 2"xl0" OR ° 2X8 P.T. BOTTOM P TE 2x CRIPPLES @ GREATER HEADER A KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2)12d I I N Ip TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" 7' BOLT @ 24" O.C. MAX. B SIMPSON SP4 w/ (6) SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA (2) 2x HEADER SEE PLAN SIMPSON C MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR • INTERIOR HEADER: SP4 SP2 SP4 PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE NOT SHOWN 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) MOUNTING BASE SHOWN 10d NAILS @ 4" 10d NAILS FOR CLARITY SEE DETAIL IN POSITION FOR 2x8 WALL) 12d TOENAILS @ 6" O.C. K/S4 GARAGE ENTRY FORM DETAIL 10d NAILS @ 8" BOX ONLY HEADER • EXTERIOR HEADERS: STAGGERED A STAGGERED SEAT FOR BLOCK IS POURED (1) 2x SILL PLATE W/ (2) c C TRANSOM FRAMING BEYOND. 2x6 MOUNTING BASE SCALE: N.T.S. 0/C TYP. NAILED INTO IN PLACE CONCRETE 12d TOENAILS • OPENING LARGER THAN 4 FT: PLYWOOD FASTENED TO TRUSSES GARAGE FLOOR SLAB � 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x TRANSOM TROWEL FINISH SEE CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD GENERAL NOTES TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH TRANSOM FRAMING O/C BOUNDARIES 6" O/C EDGES c E SHEATHING SLOPE FORWARDo GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SEE SECTION AA/S1 AND & 8" O/C FIELD FOR DRAINAGE GARAGE FLOOR CONNECTION ASSEMBLY BB/S1 FOR ADDITIONAL oS4 B TRAVEL DIRECTION OF 2x STUDS TYP. DETAILS • SIMPSON SP4 w/ (6) 10d x 1 12" GARAGE DOOR SIMPSON 00 SIMPSON HTT4 TYP. SP1 (USE SP6 FOR 2x6 WALL, USE PLYWOOD Op OR SP8 FOR 2x8 WALL) U.N.O. SEE N/S4 SIMPSON 4PSON . SIMPSON SP2 w/ (12)10d NAILS MASONRY SHEATHING MOUNTING BASE DETAIL FN�NG "" HOLD DOWN RECESS SIMPSON . SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. CONNECTIONS LINTEL SP4 MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. ° NOT REQUIRED @ PLATE) s < < a P.T. BOT. PLATE BEARING WALLS NOTED ° ° a ALTERNATE: DIMENSIONS TO BE 2" AB SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM AB OVE FINISHED MOUNTING B E WITHOUT UPLIFT ° 5/8" DIA. ATR EPDXIED BLOCK WALL. RECESSED SPACE 2X8 P.T. BOTTOM FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE MIN. 6"INTO BOND BEAM P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL QOD @ E O.C. GARAGE ENTRY FINISHED MASONRY DETAIL FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION 5/8"x10" "J" BOLTSO.C.MAX.SCALE: N.T.S. S4 �° 24" OMAXSCALE: N.T.S. S4 SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) ��11111111111111011 NIV- (j �, •: 4 ;in : 0 �O emote P?' SIOt ��itt111H11\`�0,\` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential lath Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E g 8 N N it M N LL A LL LL a a (pt Y Z t Z ~ F-n aoS i°- oC W . mmo H E T J o� 0 UmZ N 9 0)ZCi V 0 J 115 06 ❑OO❑ W 0 z z� J MM d O N �4-JLU z U L N G0 W w �- N � 2 '— U 00 w t- 0 8 Q —0 S� M o Q E E E ° �o 3� > 90 w000 CU is _ O E a�a� XU a p 7J O ¢ Z N wCD o ao ¢� w L. • f0 CO C U mf O Z oz z J � am w g� W TWO a z W C�. 3 (jo ww NLL mw �z IIIIIIIIII' CD< Z F �O x 6 ila V �M > d" � ui 0 W ' C) "- TT i••� > C) CL C T C) O 04 d) N T O 4 N TT i T E T co T T M Z m m E C) �' c`o a U J Q J JOB NO: 20-0564 SCALE : AS NOTED SHEET NO. S4