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(2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE --i — — — — — — —I 12 (TYP) SEE ELEV. 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 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/ 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 Ile 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 NAILS AT EACH STUD N 2x P.T. PLATE it 5/8" x 10" "J" BOLT @ 24" O/C MAX LO W/8"EMBEDMENT N I 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. I AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ Q STD. 90A HOOK IN K.O. BLOCK N KNEE WALL ABOVE MASONRY WALL DETAIL SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE S 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C. 926 FOR CLEAN -OUT @ 8" O.C. OR 4d APPLY 3 LAYERS W/ TOTAL THICKNESS DRYWALL NAILS 7/8" OVER METAL LATH. FIRST 2 MIN. EXTENSION FROM LAYERS 3/8" THICK EACH. 3RD LAYER EXTERIOR FACE OF BLOCK SOLID AREAS ARE ❑ SOLID AREAS ARE 1/8" THICK. WALL IS 1 1/2" MAXIMUM ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT CRICKET AS REQUIRED EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" INTERIOR ❑ FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d WALL ❑ ❑ NAILS AT EACH STUD TO DRAIN Ct DOOR OPENING DOOR OPENING DOOR OPENING --Ct 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d J� COMMON WIRE NAILS @ 4" O/C EXTERIOR J ❑ ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) WALL CLEAN -OUT A WALL ❑ ❑ ❑ O/C FIELD , SCALE: N.T.S. Sq ❑ ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1 ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS 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 COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT MANUFACTURER. IN KO BLOCK AT EA. STUD LMAIN SPAN TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E 5/8" N N n 11 KNOCK -OUT . x J-B T AT - / , 41-3/4 , 71 ,AND 96-3/8 ABOVE GARAGE NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS 2,000 PSI MIN. BLOCK W/ (1) #5 � ( FOR CONCRETE PLACEMENT SCALE: N.T.S. CONCRETE). ANCHORS MAYBE COUNTERSUNK (BUT NOT REQUIRED) 4 VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4"FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA ) W/ DRYWALL SCREW GREATER THAN 6'-0' WIDE (U.N.O. ON OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION ■.1��CONT.OPENINGS Swirl USS BOTTOM CHORD OR 2x4 LBLOCKINGW/ 2-16d TOE NAILS EACH END TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. ° WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN, SOLID MEMBER OR ° ° ° THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° DOOR STOP PSPN516Z w/ (12)16d NAILS v - z ¢ ° MOLDING TOP �� 2 ROWS 10d @ 3 O.C. (14 ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° — a 2x TOP PLATE v' GARAGE SPLICE NAILS TOTAL) EA. SIDE OF • HTT5 w/ (26)10d NAILS (4670# SPF) 4 ,SPLICE STAGGERED 8 ° ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) 2-16d NAILS @ 24" O.C. OR DOOR tij� N ° e ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° EQUAL TO TRUSS BOTTOM ° • HDU4-SDS2.5 wl (10)1/4" x 21/2" SDS (3285# SPF) CHORD OR BLOCKING 2 x 6 P.T. r 14 �NJ _ _ • HDU5-SDS2.5 w/ (14)1l4" x 21/2" SDS (4065# SPF) _ HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) 2x STUD @ 24" G O� 10d @ 8" O/C • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) O.C. MAX. STANO PROVIDE P.A.F. NAILS OR • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" 2x P.T. PLATE EQUAL @ 12" O.C. LrA EMBEDMENT w/ WASHER & NUT STAGGERED FROM BOT. ATTACH ALL C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED SEE A/S3 FOR REINF. INFO. PLATE TO CONCRETE DOOR TRACK W/MOUNTING ANGLE EXTERIOR STUDS W/ (4) 16d TOENAILS TO 70P PLATE A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT ° • FOR HDU8 USE 7/8" DIA x 12" EPDXIED A T R NOTES: ° ° NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: MIN. 8" EMBEDMENT wl WASHER &NUT 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SP OVER STUD UD • FOR HDU11 USE 1" DIA. x 12"EPDXIED A.T.R. � NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION TYPICAL INTERIOR NON - AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT w/ WASHER &NUT --- PORT @ EACH VERTICAL REBAR &DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK("�K TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE N BLOCKING (TYP.) ZQ VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 PROPERLY. .7 �7 \--ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT SIMPSON SIMPSON SIMPSON C REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY rG SCALE: N.T.S. S A �1 �7�t SCALE: N.T.S. x 0 J N N i2 a 00 N i a E MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL c K/S4 = SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE y GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE m N I SEE PLAN FOR FOOTING DIMENSIONS IGARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. W a� 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 3P2 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" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION 2X P.T. SEE SECTION AA/S1 _ CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS L-7 PLATE AND BBIS1 FOR is 2X8 WALL ABOVE 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED ADDITIONAL DETAILS SIMPSON ENTRY SCRAP MATERIAL WITHOUT UPLIFT SP1 K.O. BLOCK W/(1) SEE FLOOR PLAN NOTES FOR SIMPSON SP4 SIMPSON SIMPSON J-BOLTS @ 24" O.C. #5 CONT. & r T REQUIRED CONNECTION RECESS SP4 SP4 MAX FILLED r 'o Sic p/�VpO1A_ LINTEL 5/8"X10" J-BOLTS �N 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE 4�@ 2'4" O.C. FORM CREATES CONCRETE RECESS TO @ 12" O/C EACH FACE OR °I MASONRY WALL 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW 3-ROWS 12d NAILS STAGGERED ° FOR WATER SHED. @ 12" O/C FOR 2"xl0" OR ° 2X8 P.T. BOTTOM P TE G' 2x CRIPPLES @ GREATER HEADER A KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2)12d TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"xl0" "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 SP4 SP2 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR �+ • INTERIOR HEADER: SP4 PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2)Ak iod NAILS @ 4" IN POSITION BASE SHOWN ) 12d TOENAILS 10d NAILS @ 6" O.C. FOR 2x8 WALL GARAGE ENTRY FORM DETAIL BOX HEADER • EXTERIOR HEADERS: STAGGERED A STAGGERED 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) �c c TRANSOM FRAMING NAILED INTO ----�1 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. 12d TOENAILS 'v l-1 BEYOND. 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x • OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES 71 CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD 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 GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE & 8" O/C FIELD S4 CONNECTION ASSEMBLY SEE SECTION AA/S1 AND GARAGE FLOOR BB/S1 FOR ADDITIONAL ..... TRAVEL DIRECTION OF 2x STUDS TYP. DETAILS • SIMPSON SP4 w/ (6) 10d x 1 12" B GARAGE DOOR SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD 00 SIMPSON HTT4 TYP. SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING U.N.O. SEE N/S4 N SP4 • SIMPSON SP2 w/ (12)10d NAILS MASONRY G ** HOLD DOWN RECESS SIMPSON SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MOUNTING BASE DETAIL �" CONNECTIONS LINTEL SP4 MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. ° a NOT REQUIRED @ PLATE) a a a P.T. BOT. PLATE BEARING WALLS NOTED ° ° ° ALTERNATE: POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E WITHOUT UPLIFT ° E4EPDXIED BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED 2X8 P.T. BOTTOM MIN. TO BOND BEAM FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE @ 24" O.C. P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL Q FRAMING DETAILS ABOVE ENTRY rR S4 PARTIAL INTERIOR ELEVATION 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. S4 SCALE: N.T.S. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) S4 U z� � z z� ¢ a +-' w LU O = o �M U w ' ~ mr �M c m R O O N _ 'S U� n^ ¢ o AlI BID. N C B D C .10 •era .� ;E.• = emu: OF CL Rdu 0 E S S O't'� C7 To the best of the Engine6ft rAy6rmation, and belief, the structural plans and spec' ications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 11 O z cV 0�N > C) O M Q •gyp Q �LL� >- . M V a 000 < z W Jto Z �a as U 480, Z W 0 K p L fZ cn 3 � o N U = C/) LLI uj ' w {� r 1 ` 51oj J Z a Q z � �fo W J Ll'� r-4 W Z LJ.I 2: Z tu a Z � a Z O m O [N � Z = 0 W rn ,- 4 Ia. (n £ SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION NO. 5x0 SHEET NO. S4