|
12
<br />SEE ELEV.
<br />'�,"(T_y 7P)
<br />USP SPT24 @ EA. STUD
<br />CRICKET AS REQUIRED
<br />SINGLE 2x CONT. BASE
<br />(2) 2x6 OR (2) 2x8
<br />TOP PLATE SEE
<br />PLAN
<br />2 2
<br />HEADER TO SIT
<br />2x6 / 2x8 WALL BEYOND
<br />/ , FLUSH TO THE OUTSIDE
<br />SEE PLAN FOR HEADER SEE PLAN FOR SIZE
<br />CONNECTION
<br />2x DEAD WOOD @ MID
<br />POINT wl (3) 12d
<br />TONEAILS SPACED
<br />DOUBLE 2x TOP EVENLY
<br />PLATE
<br />2x BL CKING @ EACH END W/ 1 d @
<br />4" O.C. FROM EACH HEADER FACE
<br />TO BLOCKING
<br />PER PLAN
<br />--�(2) 2x HEADER
<br />2x BOTTOM PLATE W/ (1) 10d @ 8"
<br />VARIE,
<br />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 />-ENGINEERED WOOD
<br />PRE
<br />TRUSSES @ 24" OIC
<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 />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�STUD W/ (3) 10d NAIL�S�
<br />+
<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" O/C BOUNDARIES 6" O/C
<br />EDGES & 8" O/C FIELD
<br />USP SPT22 @ EA. STUD-
<br />V
<br />2x P.T. PLATE I
<br />E
<br />5/8" x 10" "J" BOLT @ 24" O/C MAX
<br />W/ 8" EMBEDMENT
<br />8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT.
<br />AND FILLED SOLID W/GROUT
<br />1 #5 VERT. IN CONC. FILLED CELL W1
<br />90A
<br />STD. HOOK IN K.O. BLOCK
<br />KNEE WALL ABOVE MASONRY WALL DETAIL
<br />MOUNTING BASE NOT SHOWN
<br />FOR CLARITY SEE DETAIL
<br />K/S4
<br />SEAT FOR BLOCK IS POURED,
<br />IN PLACE CONCRETE
<br />GARAGE FLOOR SLAB
<br />TROWEL FINISH SEE
<br />GENERALNOTES
<br />SLOPE FORWARD
<br />FOR DRAINAGE
<br />BLOCKI G (TYP.)
<br />\---ROOF TRUSS
<br />UPLIFT CONNECTOR (SEE SCHEDULE)
<br />MOISTURE BARRIER
<br />SCALE: N.T.S.
<br />SEE PLAN FOR FOOTING
<br />DIMENSIONS
<br />GARAGE ENTRY FINISHED MASONRY DETAIL
<br />SCALE: N.T.S.
<br />1/2" MINIMUM CEMENT FINISH
<br />STANDARD 3" DIA. TEE
<br />THREADED 3" DIA. EXTENSION -
<br />SCREW OFF CAP (3" DIA.)
<br />FOR CLEAN -OUT
<br />EXTERIOR FACE OF BLOCK
<br />MIN. EXTENSION FROM
<br />WALL IS 1 1/2" MAXIMUM
<br />EXTENSION FROM EXTERIOR
<br />FACE OF BLOCK WALL IS 2 1/4"
<br />VENT OR 2ND FLOOR
<br />TYPICAL C.M.U, WALL
<br />3/4" FURRING STRIPS
<br />112" GYPSUM BOARD
<br />W/ DRYWALL SCREWS
<br />DRYWALL NAILS
<br />@ 8" O.C. OR 4d
<br />DRAIN
<br />WALL CLEAN -OUT
<br />rA
<br />SCALE: N,T.S.
<br />REFER TO WINDOW PRODUCT APPROVAL
<br />SHEETS FOR INSTALLATION INFORMATION BY
<br />MANUFACTURER,
<br />TYPICAL SECTION THRU WINDOW
<br />KNOCK -OUT),,,
<br />BLOCK W/ (1 NOTCH LINTEL WHERE REQUIRED
<br />FOR CONCRETE PLACEMENT 7
<br />1� 4
<br />4
<br />8" STD. 9d'HOOK-/8"-
<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 M (1) #5 VERTICAL
<br />SEE FDN. PLAN FOR LOCATION
<br />EE
<br />---
<br />T_
<br />NOTES:
<br />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 />WIDTH OF OPENING VARIES 4"
<br />FORM CONCRETE INSET TO
<br />CREATE A SOLID BASE FOR
<br />1/2"X9 1/2" PLYWOOD
<br />BLOCK WALL ABOVE.
<br />SCRAP MATERIAL
<br />MOUNTING BASE SHOWN
<br />IN POSITION
<br />-2x6 MOUNTING BASE
<br /><
<br />0�
<br />Uj
<br />INNEEN, >
<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 />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
<br />GARAGE ENTRY FORM DETAIL
<br />8x8x1 6 C. M. U. GARAGE DOOR
<br />GARAGE DOOR ROLLER
<br />CONNECTION ASSEMBLY
<br />GARAGEFLOOR
<br />TRAVEL DIRECTION OF
<br />GARAGE DOOR
<br />MOUNTING BASE DETAIL
<br />SCALE: N.T.S.
<br />-TRACK MOUNTING BRACKET
<br />GARAGE DOOR TRACK
<br />SCALE: N.T.S.
<br />BOTTOM OF M , OUNTING B
<br />. - � - I 1
<br />OURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED
<br />BLOCK WALL. RECESSED SPACE GARAGE FLOOR.
<br />FOR GARAGE DOOR AND WATER
<br />SHED FORWARD THIS DRAWING.
<br />PARTIAL INTERIOR ELEVATION
<br />SCALE: N.T.S.
<br />7 5/81, 8" 75/81, 8" 7 5/81, 8"
<br />—
<br />SOLID AREAS ARE 111
<br />STEEL AND GROUT
<br />INTERIOR
<br />WALL El El
<br />ot F _-7 F.--i
<br />DOOR OPENING DOOR OPENING
<br />IE I
<br />EXTERIOR Fol
<br />WALL
<br />11
<br />F01
<br />v
<br />1 ST COARSE 2ND COARSE 3RD COARSE
<br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE
<br />COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE
<br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
<br />MASONRYLAYOUT rD
<br />SCALE: N.T.S.
<br />VERTICAL JAM
<br />SOLID AREAS ARE
<br />STEEL AND GROUT
<br />FULL 8x8x1 6 BLOCK
<br />DOOR OPENING --CL
<br />5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE
<br />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
<br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
<br />BOTTOM CHORD OR 2x4
<br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
<br />LOCKING W/ 2-16d TOE NAILS
<br />FBTRUSS
<br />NOT TRANSFER LOAD.
<br />EACH END
<br />WALL
<br />DOOR STOP
<br />Uj
<br />0
<br />4
<br />MOLDING
<br />= ;�
<br />---:r - 9
<br />4
<br />2x TOP PLATE
<br />M U)
<br />GARAGE
<br />2-16d NAILS @ 24" O,C. OR
<br />DOOR
<br />TO TRUSS BOTTOM
<br />_J�EQUAL
<br />CHORD OR BLOCKING
<br />2 x 6 P.T.,
<br />v
<br />2x STUD @ 24"
<br />O.C. MAX. PROVIDE P.A.F. NAILS OR
<br />2x P.T. PLATE EQUAL @ 12" O.C.
<br />STAGGERED FROM BOT.
<br />SEE A/S3 FOR PLATE TO CONCRETE
<br />F
<br />REINF. INFO. W/MOUNTING ANGLE
<br />I
<br />t < NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
<br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
<br />TYPICAL INTERIOR NOW
<br />TYPICAL GARAGE DOOR BUCK rK
<br />BEARING WOOD FRAME WALL
<br />SCALE: N.'T.S. SCALE: N.T.S.
<br />�S4 ��S�4
<br />41V
<br />2x CRIPPLES @
<br />16" 0. C. W/ (2) 12d
<br />TOENAILS T/B
<br />USP SPT4 w/ (6)
<br />1 Od x 1 Y2" @ 24"
<br />O.C.
<br />1 Od NAILS @ 8"—
<br />O/C TYP.
<br />DOUBLE 2x
<br />CRIPPLE STUD
<br />TYPICAL (U.N.O.)
<br />HEADER SUPPORT
<br />NO, OF JACKS & STUDS
<br />REQ. AT OPENINGS
<br />OPENING
<br />A" 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 />V- 4-
<br />(1)
<br />(2)
<br />(1)
<br />(2)
<br />(1) LISP LSTA30
<br />41- 9'
<br />(2)
<br />(3)
<br />(2)
<br />(2)
<br />(1) USP LSTA30
<br />9'-16'
<br />(3)
<br />(4)
<br />(2)
<br />(4)
<br />(2) LISP LSTA30
<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 />REQUIRED 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"A 0" OR
<br />GREATER HEADER
<br />IN
<br />(2) 2x HEADER SEE PLAN
<br />\—INTERIOR HEADER
<br />(1) 2x SILL PLATE W/ (2)
<br />BOX HEADER 12d TOENAILS.
<br />ONLY
<br />EXTERIOR HEADERS
<br />(1) 2x SILL PLATE W/ (2)
<br />12d TOENAILS. OPENING
<br />LARGER THAN 4 ft (2) 2x
<br />SILL PLATE W/ MP3 CLIPS
<br />EACH SIDE
<br />'-2x STUDS TYP.
<br />USP HTT16 TYP. U.N.O. SEE NIS4
<br />HOLD DOWN CONNECTIONS
<br />NOT REQUIRED @ BEARING
<br />WALLS NOTED WITHOUT UPLIFT
<br />P.T. BOT. PLATE
<br />WALL HEADER DETAIL
<br />SCALE: N.T.S. ("Q
<br />-USP SPT4 SPT241
<br />LISP
<br />2X STUDS @ 24" O.C.
<br />A
<br />If
<br />�/8"xl 0" "J" BOLT
<br />@ 24 MAX.
<br />" 0-CiR
<br />MIN (22) P
<br />OTTOM PLATE
<br />S ECTION /-21
<br />P
<br />14
<br />I
<br />USP SPT4
<br />SEE TYPICAL WALL SECTION
<br />12
<br />PRE-ENGINEERED WOOD TRUSSES @ 24" O/C
<br />(TYP.)
<br />SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE)
<br />DOUBLE 2"x4" S.P.F. TOP PLATE
<br />7/8" STUCCO FINISH PER ASTM C. 926
<br />APPLY 3 LAYERS W/ TOTAL THICKNESS
<br />7/8" OVER METAL LATH. FIRST 2
<br />LAYERS 3/8" THICK EACH. 3RD LAYER
<br />"� I 1 1/8" THICK.
<br />CRICKET AS REQUIRED
<br />USP SPT24 @ EA. STUD
<br />1/2" EXTERIOR GRADE SHEATHING
<br />FASTENED TO TRUSSES WITH 8d
<br />COMMON WIRE NAILS @ 4" O/C
<br />BOUNDARIES 6" O/C EDGES & 8" BLOCKING
<br />O/C FIELD
<br />(2) 2X4 PT STUDS UNDER HIP
<br />2X4 PT STUDS @ 16" O.C.
<br />CARRIER/GIRDER TRUSS
<br />USP HTA20 @ EA. STUD
<br />H \\_:MAIN SPAN
<br />MOISTURE BARRIER ROOF TRUSS
<br />UPLIFT CONNECTOR
<br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE)
<br />4T
<br />AND FILLED W/ GROUT
<br />1 #5 VERT. IN CONC. FILLED CELL:
<br />W/ STD. 90o HOOK IN K.O. BLOCK
<br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
<br />SCALE: N.T.S.
<br />- PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE
<br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
<br />PSPN516Z w/ (12) 16d NAILS
<br />TOP SPLICE
<br />2 ROWS 1 Od @ 3" O,C. (14
<br />NAILS TOTAL) EA. SIDE OF
<br />4&,, SPLICE STAGGERED
<br />2R
<br />NA
<br />SPI
<br />1 Od @ 8"O/C
<br />ATTACH ALL
<br />EXTERIOR STUDS
<br />W/ Y�l 6d TOENAILS
<br />TO P PLATE
<br />NOTE:
<br />BOTTOM SPLIC
<br />PLATE LENGTHS MUST BE
<br />OVER STUD
<br />AT LEAST 4'-0" LONG. TYPICAL
<br />rMTOP PLATE SPLICE DETAIL
<br />SCALE: N.T.S.
<br />� �4
<br />F= 2240 LBS
<br />USP
<br />USP SPT4� SPT241 USP SPT4
<br />2X TOP PLATE
<br />OVERLAPPING
<br />TRANSOM FRAMING
<br />, P.T. SEE SECTION AA/S1
<br />-ATE AND BB/Sl FOR
<br />ADDITIONAL DETAILS
<br />RECESS
<br />LINTEL
<br />NAILED
<br />INTO
<br />TRANSOM
<br />FRAMING
<br />USP SPT22
<br />SPT4 USP SPT4
<br />2X8 P T BOTTOM P�ATE
<br />I
<br />\_518"A 0" "J" BOLT @ 24" O.C. MAX.
<br />C (MIN. (2) PER BOTTOM PLATE)
<br />USP
<br />Uor or 114
<br />SPT241
<br />USP SP
<br />-US
<br />SP
<br />TRANSOM FRAMING
<br />SEE SECTION AA/S1 AND
<br />BB/Sl FOR ADDITIONAL
<br />DETAILS
<br />RECESS
<br />LINTEL
<br />\-NAILED INTO
<br />TRANSOM
<br />FRAMING
<br />USP_
<br />SPT2
<br />SP
<br />PT4
<br />_R�t
<br /><
<br />/1,
<br />2X8 P. 1. 130 1 1 1 OM
<br />PLATE
<br />5/8"A 0" "J" BOLTS @ 24" O.C. MAX,
<br />(MINP (2) PER BOTTOM PLATE)
<br />10d NAILS @ 6"
<br />STAGGERED
<br />J-BOLTS @ 24" O.C.
<br />MAX
<br />-2X P.T. PLATE
<br />C
<br />ROOF TRUSS ABOVE
<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 />-BOLTS
<br />5/8"X10" J
<br />@ Z-O" O.C.
<br />-MASONRY WALL
<br />T4
<br />1 Od NAILS @ 4" 10d NAILS @ 6" O.C.
<br />STAGGERED A
<br />STAGGERED
<br />TRANSOM FRAMING
<br />0 0
<br />BEYOND.
<br />-M N
<br />LPLYWOOD
<br />SHEATHING
<br />PLYWOOD FASTENED TO TRUSSES 0
<br />WITH 8d COMMON WIRE NAILS @ 4"
<br />I f (D
<br />O/C BOUNDARIES 6" OIC EDGES
<br />& 8" O/C FIELD
<br />12K,
<br />—PLYWOOD
<br />SHEATHING
<br />MASONRY- 5/8"X1 0" J-BOLTS @ 24" O,C.
<br />P WALL BELOW MAX. (MIN. (2) PER BOTTOM
<br />T4 PLATE)
<br />_E]�_' ALTERNATE:
<br />5/8" DIA. ATR EPDXIED
<br />MIN, 6" INTO BOND BEAM
<br />@ 24" O.Cp
<br />FRAMING DETAILS ABOVE ENTRY R�
<br />SCALE: N.T.S.
<br />C:)
<br /><
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<br />belief, th I wvt�
<br />e 1,uctur I plans ned
<br />within these drawiags comply with the Florida
<br />Building Code - Residential 6th Edition. Engineer's
<br />signature and seal is only for the structural engineering
<br />portions of the drawing pages bearing Engineer's signature
<br />and seal.
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<br />SCALE AS NOTED
<br />DATE 1/5/2018
<br />TECH: MIAMES
<br />VERSION N
<br />0' 10
<br />SHEET NO.
<br />S4
<br />�A
<br />
|