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(2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION TOP PLATE SEE -WENT OR 2ND FLOOR 12 PRE-ENGINEERED WOOD PLAN TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (TYP) SEE ELEV. 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. 926 APPLY 3 LAYERS W/ CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT 8" O.C. OR 4d TOTAL THICKNESS 7/8" OVER 2x DEAD WOOD @ MID DRYWALL NAILS2 ❑ ❑ METAL LATH. FIRST 2 LAYERS POINT w/ (3)12d SOLID AREAS ARE SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER DOUBLE 2x TOP EXTERIOR FACE OF BLOCK TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT ❑ STEEL AND GROUT 1/8" THICK OVER WATER EVENLY WALL IS 1 1/2" MAXIMUM ❑ ❑ RESISTIVE BARRIER PLATE INTERIOR ❑ ❑ ❑ FULL 8x8x16 BLOCK HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL NAILS SP2 wSTUD 0d FACE OF BLOCK WALL IS 21/4" NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 CL— DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS CKING @ OEACH ENO/ 2-16d TOE NAILS TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED 2x BLOCKING @ EACH END W/ 10d @ ❑ ❑ COMMON WIRE NAILS @ 4" O/C w 4 O.C. FROM EACH HEADER FACE EXTERIOR ❑ BOUNDARIES 6 O/C EDGES & 8 BLOCKING (T ) c� TO BLOCKING WALL ❑ O/C FIELD v? a (2) 2x HEADER WALL CLEAN -OUT rA ❑ ❑ 1 2x TOP PLATE V2-16d PER PLAN SCALE: N.T.S. S4, ❑ ❑ ❑ 2X4 PT STUDS @ 6 O.C(2) 2X4 PT STUDS UNDER HIP NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM 2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS _ _ _ CHORD OR BLOCKING VARIES O.C. TO EACH HEADER FACE SIMPSON HETA20 w/ 8 10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE NAILS AT EATRUSS VERTICAL WEB 2x STUD @ 24" COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE . O.C. MAX. SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT PROVIDE P.A.F. NAILS OR 2 x 6 (MIN.) FRAME MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN IL THR WINDOW MASONRY LAYOUT D ROOF TRUSS ZxP.T.PLATE EQUAL REDF O MOISTURE BARRIER SEE A/S3 FOR STAGGERED FROM BOT. WALL HEADER DETAIL TYPICAL SECTION UB UPLIFT CONNECTOR SEE A/F. INFO. PLATE TO CONCRETE SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 12 SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL PRE-ENGINEERED WOOD W/ STD, 90° HOOK IN K.O. BLOCK TYPICAL INTERIOR NON - SEE ELEV. TRUSSES @ 24" O/C VERTICAL JAM UPLIFT CONNECTOR 5/8"DIA.x8" J-BOLTS AT6-3/4",41-3/4",71",AND 96-3/8"ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL rE BEARING WOOD FRAME WALL j (SEE SCHEDULE) BLOCK KNOCK -OUT NOTCH LINTEL WHERE REQUIRED wi (1) #5 FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. S4 SCALE: N.T.S. S4 DOUBLE x 2 4 SPF #2 FOR CONCRETE PLACEMENT 96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) 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 4 a 4 ° 4 d d 8" STD. 90°HOOK 8° LINTEL BEAM W/ (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 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" 71" _ NOT TRANSFER LOAD. WALL _ DOOR STOP MOLDING 2 x 6 P.T. GARAGE DOOR J-BOLT TRACK4! BRACKET DOOR TRACK W/MOUNTING ANGLE 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 10d @ 3" O.C. (14 SPLICE NAILS TOTAL . ' ) EA. SIDE OF 4,9, SPLICE STAGGERED • MAN i O' O� 10d @ 8" O/C sT • ' gNcF p ATTACH ALL EXTERIOR STUDS W/ (4) 16d TOE NAILS TO TOP PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb-2400 PSI (AS PER PLANS) °0 ° • HTT4 w/ (18)10d NAILS (3610# SPF) oQ ° • HTT5 w/ (26)10d NAILS (4670# SPF) °a ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (2145# SPF) °°°° • HDU4-SDS2.5 w/ (10)1/4" x 21/2'" SDS (4565# SPF) • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (5645# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 2 112 SDS (6970# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 2 1/2" SDS (9335# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 718" DIA. x 12" EPDXIED A.T.R. ' MIN. 8" EMBEDMENT wl WASHER & NUT 58" 41° — — 34 10" 6 3/4" _ = 31/2" —E]�]_] '-' NOTES: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. 1/2" EXTERIOR GRADE SHEATHING FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC MIN. 8" EMBEDMENT w/ WASHER & NUT 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. OVER STUD WIRE NAILS @ 4 O/C BOUNDARIES 6 O/C FASTENED TO TRUSSES WITH 8d COMMON O NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION AT LEAST 4'-0" LONG. TYPICAL _ _ _ EDGES & 8" O/C FIELD =__ PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE rN SIMPSON SP1 w/ (10)10d 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED NAILS AT EACH STUD BLOCKING (TYP.) PROPERLY. SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS �S4 2x P.T. PLATE �ROOFTRUSS F= 2240 LBS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 5/8" x 10" "J" BOLT @ 24" 0/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. MOISTURE BARRIER FLOOR PLAN. AND FILLED SOLID W/GROUT rG 1 #5 VERT. IN CONC. FILLED CELL W/ TYPICAL FILLED LINTEL ASSEMBLY STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. S4 KNEE WALL ABOVE MASONRY WALL DETAIL rF SCALE: N.T.S. S4 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'- 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 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE 2XPT SIMPSON SP4 SP2 SIMPSON SP4 ROOF TRUSS ABOVE 2X TOP PLATE 2X BLOCKING OVERLAPPING 10d NAILS @ 6" (2) 16d TOE NAILS STAGGERED EA. BLOCKING TRANSOM FRAMING NAILED INTO TRANSOM FRAMING IX WIDTH OF OPENING VARIES 4" FLAT STRAPS PER CHART ABOVE TO BE BENT EE SECTION J/SS FORM CONCRETE INSET TO SECTION SPLATE AND K/SS FOR co 2X8 WALL ABOVE CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS ADDITIONAL DETAILS ENTRY 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SIMPSON SCRAP MATERIAL WITHOUT UPLIFT SP1 K.O. BLOCK W/(1) SIMPSON SP4 J-BOLTS 24" O.C. SEE FLOOR PLAN NOTES FOR @ #5 CONT. & T�� REQUIRED CONNECTION RECESS �PSON �PSON MAX FILLED T o s ti0 LINTEL 5/8"X10" J-BOLTS FFp�h�' 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ 2'-0" O.C. FORM CREATES CONCRETE RECESS TO @ 12" O/C EACH FACE OR MASONRY WALL 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW 3-ROWS 12d NAILS STAGGERED FOR WATER SHED. @ 12 O/C FOR 2 x10 OR 2X8 P.T. BOTTOM P TE 2x CRIPPLES @ GREATER HEADER 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 SIMPSON C (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA 'I SP4 SP2 SP4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR �+ • INTERIOR HEADER: PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 S4 MOUNTING BASE NOT SHOWN (1) 2x SILL PLATE W/ (2) 10d NAILS @ 4" 10d NAILS @ 6" O.C. FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION FOR 2x8 WALL) 12d TOENAILS STAGGERED A STAGGERED K/s4 GARAGE ENTRY FORM DETAIL 10d NAILS @ 8" BOX ONLY HEADER • EXTERIOR HEADERS: TRANSOM FRAMING SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. (1) 2x SILL PLATE W/ (2) o o BEYOND. IN PLACE CONCRETE 12d TOENAILS NAILED INTO GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x GARAGE FLOOR SLAB • OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES 8x8x16 C.M.U. (2) 2x SILL PLATE w/ SIMPSON FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD TROWEL FINISH SEE CRIPPLE STUD „ GENERAL NOTES TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2 EACH TRANSOM FRAMING 0/C BOUNDARIES 6" 0/C EDGES c rE SHEATHING SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SEE SECTION AA/S1 AND & 8" O/C FIELD S4 FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR BB/S1 FOR ADDITIONAL — TRAVEL DIRECTION OF 2x STUDS TYP. DETAILS B • SIMPSON SP4 w/ (6) 10d x 1 12" GARAGE DOOR SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD O� SIMPSON HTT4 TYP. SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING U.N.O. SEE N/S4 SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY -- LINTEL ** 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 d a NOT REQUIRED @ PLATE) a d a d d a P.T. BOT. PLATE BEARING WALLS NOTED ALTERNATE: SEE PLAN FOR FOOTING BOTTOM OF MBOUNTINGWITHOUT UPLIFT 5/8" DIA. ATR EPDXIED DIMENSIONS POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM FOR GARAGE DOOR AND WATER GARAGE FLOOR. D PLATE @ 24" O.C. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL (� FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S4 5/s"x10" "J" BOLTS @ 24" O.C. MAX. REV. 06.24.22 SCALE: N.T.S. S4 SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) i ¢r °mom N 1C1 p i d Ly v W cc 0 0 N N 0 0 a i,l a'3.f9. I I ' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W qE g � N� N O c co o N U) 2 Q J 5 W W `„ J LI.LL 55 W a Z s �o 9 $ O0, W m mNco CP C/5 m W Z N NZ Z N O U O W N C) 00 N z o � � Q- N ti Cz C3 0 a-1 U LU �j'r O cN W J — _ e Y�4 O h cn ® o Q C N 0 I� ti o Jz w to M o Z E ddEr a ® E (J zo o� z zo z0 pa ►`°� o < 0° g� a E az cp �z �w � ooZM mw I m 012 z z ¢O C� �• � O LL a NF m j p az ~ y r3 o w xF 70 o C":`a v � z1< o 3 2 C 0 = M > C a� rn 0 L_ (0 LO r :3 N �- _ Q (n o N I ri1 � ' O L. j U (a N m O LO N Q o N r r- C4 � j C o Z Z n r cc JOB NO: 23-04904 SCALE : AS NOTED SHEET NO. S4