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<br />,��(Typ) SEE ELEV.
<br />SIMPSON SP2 w/ (12) 10d
<br />NAILS AT EACH STUD
<br />SEE TYPICAL WALL SECTION
<br />(2) 2x6 OR (2) 2x8 PRE-ENGINEERED WOOD
<br />TOP PLATE SEE VENT OR 2ND FLOOR 12 TRUSSES @ 24" O/C
<br />PLAN -Z(T Y P 7.) S UPLIFT CONNECTOR (SEE
<br />1/2" MINIMUM CEMENT FINISH_,\\ ',--TYPICAL C.M.U. WALL EE ELEV.
<br />SCHEDULE)
<br />(2) 2x HEADER TO SIT
<br />3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE
<br />2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE
<br />SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 7/8" STUCCO FINISH PER ASTM
<br />SEE PLAN FOR HEADER 1/2" GYPSUM BOARD 7 5/81, 8" 7 5/81, 8" 7 5/81, 8" C. 926 APPLY 3 LAYERS W/
<br />CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS TOTAL THICKNESS 7/8" OVER
<br />FOR CLEAN -OUT @ 8" O.C. OR 4d
<br />2x DEADWOOD@ MID DRYWALL NAILS El v METAL LATH. FIRST 2 LAYERS
<br />POINT w/ (3) 12d -SOLID AREAS ARE SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER
<br />MIN. EXTENSION FROM
<br />TONEAILS SPACED STEEL AND GROUT STEELAND GROUT
<br />DOUBLE2xTOP EVENLY EXTERIOR FACE OF BLOCK F1 1/8" THICK OVER WAT
<br />PLATE WALL IS 1 1/2" MAXIMUM INTERIOR FULL 8x8x16 BLOCK
<br />SIMPSON SP2 wl (12) 10d
<br />FACE OF BLOCK WALL IS 2 1/4" F1 NAILS AT EACH STUD
<br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL 11
<br />2x BLOCKING @ EACH END W/ 10d @
<br />4" O.C. FROM EACH HEADER FACE
<br />TO BLOCKING
<br />---(2) 2x HEADER
<br />PER PLAN
<br />2x BOTTOM PLATE W/ (1) 1 Od @ 8"
<br />VARIE& O.C. TO EACH HEADER FACE
<br />2 x 6 (MIN.) FRAME
<br />WALL HEADER DETAIL
<br />SCALE: N.T.S.
<br />SEE TYPICAL WALL SECTION
<br />PRE-ENGINEERED WOOD
<br />TRUSSES @ 24" O/C
<br />UPLIFT CONNECTOR
<br />(SEE SCHEDULE)
<br />DOUBLE 2x4 SPF. #2
<br />TOP PLATE
<br />2x S.P.F. STUDS @ 16" O.C.
<br />SINGLE 2x CONT. TOP
<br />S E S
<br />DOU BL
<br />Top PL
<br />2x S Pj
<br />PLATE W/ (2) 12d INTO
<br />TRUSS ABOVE
<br />2x CLOSURE WALL W/
<br />STUDS @ 16" O.C. W/
<br />(3) 10d TOENAILS T&B
<br />AS REQ'D
<br />2x BLOCKING @ MID
<br />POINT EVERY OTHER
<br />I,
<br />S
<br />T. F",�STUD W/ (3) 10d NAI
<br />CRICKET AS REQUIRED
<br />SINGLE 2x CONT. BASE
<br />PLATE W/ (2) 16d TO
<br />TRUSS BELOW
<br />1/2" EXTERIOR GRADE SHEATHING
<br />FASTENED TO TRUSSES WITH 8d COMMON
<br />WIRE NAILS @ 4" OIC BOUNDARIES 6" O/C
<br />EDGES & 8" O/C FIELD
<br />SIMPSON SP1 w/ (10) 10d
<br />NAILS AT EACH STUD
<br />BLOC KING (TYP.)
<br />\-�00F
<br />2x P.T. PLATE
<br />TRUSS
<br />5/8" x 10" "J" BOLT @ 24" O/C MAX
<br />F-MOISTURE
<br />W/ 8" EMBEDMENT
<br />UPLIFT CONNECTOR (SEE SCHEDULE)
<br />8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT.
<br />AND FILLED SOLID W/GROUT
<br />BARRIER
<br />-
<br />1 #5 VERT. IN CONC. FILLED CELL W/
<br />STD. 90A HOOK IN K.O. BLOCK
<br />KNEE WALL ABOVE MASONRY WALL
<br />DETAIL
<br />rF
<br />DRAIN CL, DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET S
<br />FASTENED TO TRUSSES WITH 8d REQUIRE
<br />COMMON WIRE NAILS @ 4" O/C
<br />EXTERIOR-/ BOUNDARIES 6" O/C EDGES & 8" BLOCKING
<br />WALL O/C FIELD
<br />WALL CLEAN -OUT rA
<br />2X4 PT STUDS @ 16" O.C.
<br />SCALE: N.T.S. (2) 2X4 PT STUDS UNDER HIP
<br />CARRIER/GIRDER TRUSS
<br />1 ST COURSE 2ND COURSE 3RD COURSE
<br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dxl 1/2"
<br />REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE NAILS AT EA. TRUSS VERTICAL WEB
<br />SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT
<br />MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN
<br />MOISTURE BARRIER ROOF TRUSS
<br />TYPICAL SECTION THRU WINDOW MASONRYLAYOUT UPLIFT CONNECTOR
<br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE)
<br />SCALE: N.T.S.
<br />AND FILLED W1 GROUT
<br />KNOCK -OUT ---
<br />BLOCK W/ (1 ) 45 NOTCH LINTEL WHERE REQUIRED
<br />FOR CONCRETE PLACEMENT 7
<br />11
<br />k 11
<br />11
<br />/-,Il
<br />4
<br />I � 4
<br />-8" STD. 9CrH
<br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS
<br />GREATER THAN 6-0" WIDE (U.N.O. ON
<br />PLAN)
<br />OPENING
<br />FILLED CELL W/ (1) #5 VERTICAL
<br />SEE FDN. PLAN FOR LOCATION
<br />T—
<br />NOTES:
<br />(D FILL LINTEL AND ALL CELLS ABOVE LINTEL.
<br />NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION
<br />PORT
<br />@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
<br />VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
<br />PROPERLY.
<br />SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
<br />OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT
<br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
<br />FLOOR PLAN.
<br />TYPICAL FILLED LINTEL ASSEMBLY
<br />SCALE: N.T.S.
<br />SCALE: N.T.S.
<br />WIDTH OF OPENING VARIES 4"
<br />FORM CONCRETE INSET TO
<br />CREATE A SOLID BASE FOR
<br />1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE.
<br />SCRAP MATERIAL-�
<br />LU
<br />0
<br />FORM CREATES CONCRETE RECESS TO
<br />2x4 (NOM. RECEIVE GARAGE DOOR AND TO ALLOW
<br />FOR WATER SHED.
<br />KEEP STIFFENER BACK FROM SIDES ENOUGH
<br />TO ALLOW SPACE FOR FLAT MASONS TOOLS
<br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
<br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
<br />MOUNTING BASE NOT SHOWN
<br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
<br />FOR CLARITY SEE DETAIL
<br />MOUNTING BASE SHOWN
<br />IN POSITION
<br />K/S4
<br />GARAGE ENTRY FORM DETAIL
<br />SEAT FOR BLOCK IS POURED
<br />2x6 MOUNTING BASE
<br />SCALE: N.T.S.
<br />IN PLACE CONCRETE
<br />GARAGE FLOOR SLAB
<br />--8x8xl6 C.M.U.
<br />GARAGE DOOR RACK MOUNTING BRACKET
<br />TROWEL FINISH SEE
<br />GENERALNOTES
<br />SLOPE FORWARD
<br />GARAGE DOOR ROLLER GARAGE DOOR TRACK
<br />FOR DRAINAGE
<br />CONNECTION ASSEMBLY
<br />GARAGE FLOOR
<br />TRAVEL DIRECTION OF
<br />GARAGE DOOR
<br />MOUNTING BASE DETAIL
<br />SCALE: N.T.S.
<br />ZSEE
<br />PLAN FOR FOOTING
<br />POURED CONCRETE BASE FOR IBOTTOM OF MOUNTING E
<br />DIMENSIONS
<br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED
<br />FOR GARAGE DOOR AND WATER GARAGE FLOOR.
<br />GARAGE ENTRY FINISHED MASONRY DETAIL
<br />K� P�
<br />SHED FORWARD THIS DRAWING.
<br />SCALE: N.T.S.
<br />PARTIAL INTERIOR ELEVATION
<br />SCALE: N.T.S.
<br />I It` �411�v4oldv
<br />2x CRIPPLES @ ---'
<br />16" 0. C. W/ (2) 12d
<br />TOENAILS TIB
<br />SIMPSON SP4 w/ (6)
<br />1 Od x 1 112" AT EA
<br />STUD (USE SP6 FOR
<br />2x6 WALL, USE SP8
<br />FOR 2x8 WALL)
<br />1 Od NAILS @ 8"
<br />O/C TYP.
<br />DOUBLE 2x —
<br />CRIPPLE STUD
<br />TYPICAL (U.N.O.)
<br />1 #5 VERT. IN CONC. FILLED CELL--,---,--
<br />W/ STD. 90' HOOK IN K.O. BLOCK
<br />VERTICAL JAM
<br />5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/811 ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
<br />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S.
<br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
<br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
<br />NOT TRANSFER LOAD.
<br />WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE
<br />""- ""' uu"
<br />kTHAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
<br />0
<br />0
<br />DOOR STOP PSPN516Z w/ (12) 16d NAILS
<br />MOLDING Top
<br />TOP 2 ROWS 10d @ 3"O.C. (14
<br />S PL
<br />SPLICE NAILS TOTAL) EA. SIDE OF
<br />2 x 6 P.T. GARAGE
<br />4,9,, SPLICE STAGGERED
<br />J-BOLT
<br />TRACK
<br />BRACKET
<br />W/MOUNTING ANGLE
<br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
<br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
<br />TYPICAL GARAGE DOOR BUCK rK-'�
<br />SCALE: N.T.S. 1\
<br />HEADER SUPPORT
<br />NO. OF JACKS & STUDS
<br />REQ. AT OPENINGS
<br />OPENING
<br />2" x 4" WALL
<br />2" x 6" WALL
<br />STRAPS
<br />SIZE
<br />JACKS
<br />STUDS
<br />JACKS
<br />STUDS
<br />EA END
<br />EA END
<br />EA END
<br />EA END
<br />SIMPSON
<br />V- 4'
<br />(1)
<br />(2)
<br />(1)
<br />(2)
<br />(1) LSTA30
<br />(2)
<br />1 (3)
<br />(2)
<br />1 (2)
<br />(1) LSTA30
<br />�91 - 1767
<br />(3)
<br />(4)
<br />(2)
<br />1 (4)
<br />(2) LSTA3 0
<br />FLAT STRAPS PER CHART ABOVE TO BE BENT
<br />OVER TOP PLATE ** HOLD DOWN CONNECTIONS
<br />NOT REQUIRED @ BEARING WALLS NOTED
<br />WITHOUT UPLIFT
<br />SEE FLOOR PLAN NOTES FOR
<br />' r'
<br />OVER
<br />NOT
<br />WITH
<br />Top
<br />REQU"
<br />OUT U'
<br />SEEFLOOR
<br />jREQUIRED CONNECTION
<br />2-ROWS 12d NAILS STAGGERED
<br />@ 12" O/C EACH FACE OR
<br />3-ROWS 12d NAILS STAGGERED
<br />@ 12" O/C FOR 2"xl 0" OR
<br />GREATER HEADER
<br />(2) 2x HEADER SEE PLAN
<br />INTERIOR HEADER:
<br />\--(1) 2x SILL PLATE W/ (2)
<br />12d TOENAILS
<br />BOX HEADER * EXTERIOR HEADERS:
<br />ONLY (1) 2x SILL PLATE W/ (2)
<br />12d TOENAILS
<br />9 OPENING LARGER THAN 4 FT:
<br />(2) 2x SILL PLATE w/ SIMPSON
<br />LS30 w/ (6) 1 Od x 1 1/2" EACH
<br />SIDE
<br />'�'-2x STUDS TYP.
<br />SIMPSON HTT4 TYP.
<br />U.N.O. SEE N/S4
<br />** HOLD DOWN
<br />CONNECTIONS
<br />NOT REQUIRED @
<br />P.T. BOT. PLATE BEARING WALLS NOTED
<br />WITHOUT UPLIFT
<br />WALL HEADER DETAIL
<br />SCALE: N.T.S.
<br />SIMPSON SIMPSON
<br />A A
<br />/8"x`10" "J" BOLT
<br />@ 24" O.C. MAX.
<br />MIN. (2) PER
<br />BOTTOM PLATE
<br />SECTION
<br />P
<br />�Iv ------ IF-
<br />\-simps6N SP4
<br />TRANSOM FRAMING
<br />SEE SECTION AA/S1 AND
<br />BB/Sl FOR ADDITIONAL
<br />DETAILS
<br />RECESS
<br />LINTEL
<br />1 Od @ 8" O/C
<br />0/0"
<br />ATTACH ALL -/ v
<br />EXTERIOR STUDS
<br />W/ (4) 16d TOENAILS
<br />TO'rOP PLATE
<br />NOTE:
<br />PLATE LENGTHS MUST BE BOTTOM SPLIC
<br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD
<br />TOP PLATE SPLICE DETAIL
<br />SCALE: N.T.S.
<br />F= 2240 LBS
<br />SIMPSON
<br />SIMPSON SP4 SP2
<br />r--_ \77— I lull
<br />"--NAILED
<br />INTO
<br />TRANSOM
<br />TRANSOM FRAMING
<br />)G
<br />FRAMING
<br />(P.T.
<br />S
<br />SEE SECTION J/SS
<br />-ATE
<br />AND K/SS FOR
<br />ADDITIONAL DETAILS
<br />SIMPSON
<br />spi
<br />- SIMPSON
<br />SIMPSC
<br />RECESS
<br />//"-LINTEL
<br />6111r
<br />SP4
<br />SP4
<br />SIMPSON SIMPSON
<br />SP4 SP2 i
<br />4 1::
<br />NAILED INTO
<br />TRANSOM
<br />FRAMING
<br />SIMPSON
<br />Spi SIMPSON
<br />SIMPSON SP4
<br />SP4
<br />TRUSS BOTTOM CHORD OR 2x4
<br />BLOCKING W/ 2-16d TOE NAILS
<br />@ EACH END
<br />Uaj
<br />2x TOP PLATE
<br />U)
<br />\�2-16d
<br />NAILS @ 24" O.C. OR
<br />EQUAL TO TRUSS BOTTOM
<br />CHORD OR BLOCKING
<br />2x STUD @ 24"
<br />O.C. MAX.
<br />PROVIDE P.A.F. NAILS OR
<br />2x P.T. PLATE
<br />FEQUAL @ 12" O.C.
<br />STAGGERED FROM BOT.
<br />SEE AJS3 FOR, I-\
<br />PLATE TO CONCRETE
<br />REINF. INFO.
<br />TYPICAL INTERIOR NON -
<br />BEARING WOOD FRAME WALL/""—j
<br />SCALE: N.T.S. \, �4
<br />2"x BUILT-UP COLUMN, SOLID MEMBER OR
<br />SPF)
<br />(3075# SPF)
<br />3 (4565# SPF)
<br />3 (5645# SPF)
<br />3 (6970# SPF)
<br />)S (9335# SPF)
<br />IN. 8"
<br />PDXIED A.T.R.
<br />I& NUT
<br />IOXIED A.T.R,
<br />I & NUT
<br />OXIED A.T.R.
<br />I & NUT
<br />SIMPSON SP4
<br />�-2X TOP PLATE
<br />OVERLAPPING
<br />1 Od NAILS @ 6"
<br />STAGGERED
<br />J-BOLTS @ 24" O.C.
<br />MAX
<br />-2X P.T. PLATE
<br />I I `--�
<br />2X8 I P.T. BOTTOM PrTE
<br />\1-5/8"x10" "J" BOLT @ 24" O.C. MAX.
<br />C SIMPSON (MIN. (2) PER BOTTOM PLATE) C
<br />SP4
<br />ROOF TRUSSABOVE
<br />/- 2X BLOCKING
<br />- (2) 16d TOE NAILS
<br />EA. BLOCKING
<br />2X8 WALL ABOVE
<br />ENTRY
<br />K.O. BLOCK W/(1)
<br />#5 CONT. &
<br />FILLED
<br />5/8"X1 0" J-BOLTS
<br />@ 2'-0" O.C.
<br />-MASONRY WALL
<br />I UU N/AlLO (iUl 1+ 10d NAILS @ 6" O,C.
<br />STAGGERED A STAGGERED
<br />TRANSOM FRAMING
<br />BEYOND.
<br />PLYWOOD FASTENED TO TRUSSES L
<br />',�WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD
<br />O/C BOUNDARIES 6"O/C EDGES 0 SHEATHING
<br />& 8" O/C FIELD
<br />9 SIMPSON SP4w/(6) 10dxl 12"
<br />SP8 FOR 2x8 WALL) SHEATHING
<br />9 SIMPSON SP2w/(12) 10d NAILS MASONRY—
<br />* SIMPSON SP1 w/(10) 10d NAILS WALL BELOW 5/8"X 10" J-BOLTS @ 24" O.C.
<br />MAX. (MIN. (2) PER BOTTOM
<br />T2X8 P.T. BOTTOM
<br />PLATE
<br />UU I I -
<br />5/8"x`10" "J" BOLTS @ 24" O.C, MAX.
<br />(MIN. (2) PER BOTTOM PLATE)
<br />PLATE)
<br />ALTERNATE:
<br />5/8" DIA. ATR EPDXIED
<br />MIN. 6" INTO BOND BEAM
<br />@ 24" O.C.
<br />FRAMING DETAILS ABOVE ENTRY KR
<br />REV. 06.24.22
<br />SCALE: N.T.S.
<br />CW2
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<br />To the best of the Engineers knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020
<br />Florida Building Code -
<br />Residential 7th Edition. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages beadrig
<br />Engineer's signature and seal.
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<br />SHEET NO.
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<br />j P! - . IL t,i AL, A �A 1;j;i:1. 211, 1 , l I I I ii r I -------- ff— I --------------- T ------- F— T - T -
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