|
SEE ELEV.
<br />USP SPT24 @ EA. STUD
<br />CRICKET AS REQUIRED
<br />SINGLE 2x CONT. BASE
<br />PLATE W/ (2) 16d TO
<br />(2) 2x6 OR (2) 2x8
<br />TOP PLATE SEE
<br />PLAN
<br />(2) 2x HEADER TO SIT
<br />2x6 / 2x8 WALL BEYOND V/ FLUSH TO THE OUTSIDE
<br />SEE PLAN FOR HEADER //—SEE PLAN FOR SIZE
<br />CONNECTION
<br />,------2x DEAD WOOD @ MID
<br />POINT w/ (3) 12d
<br />TONEAILS SPACED
<br />DOUBLE 2x TOP EVENLY
<br />PLATE
<br />HEADER FLUSH TO OUTSIDE OPTION
<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 />VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8"
<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 />,,---,---PRE-ENGINEERED WOOD
<br />TRUSSES @ 24" O/C
<br />UPLIFT CONNECTOR
<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 />2x P.T. PLATE
<br />5/8" x 10" "J" BOLT @ 24" O/C MAX
<br />W1 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 W/
<br />STD. 90A HOOK IN K.O. BLOCK
<br />KNEE WALL ABOVE MASONRY WALL DETAIL
<br />MOUNTING BASE NOT SHOWN
<br />FOR CLARITY SEE DETAIL
<br />KIS4
<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 />VENT OR 2ND FLOOR
<br />1/2" MINIMUM CEMENT FINISH
<br />�/—TYPICAL C.M.U. WALL
<br />STANDARD 3" DIA. TEE
<br />3/4" FURRING STRIPS
<br />THREADED 3" DIA. EXTENSION
<br />1/2" GYPSUM BOARD
<br />SCREW OFF CAP (3" DIA.)
<br />W/ DRYWALL SCREWS
<br />FOR CLEAN -OUT
<br />@ 8- O.C. OR 4d
<br />MIN. EXTENSION FROM
<br />DRYWALL NAILS
<br />EXTERIOR FACE OF BLOCK
<br />WALL IS 11/2" MAXIMUM
<br />EXTENSION FROM EXTERIOR
<br />FACE OF BLOCK WALL IS 2 1/4',
<br />DRAIN
<br />WALL CLEAN -OUT rA
<br />SCALE: N.T.S. ���4
<br />REFER TO WINDOW PRODUCT APPROVAL
<br />SHEETS FOR INSTALLATION INFORMATION BY
<br />MANUFACTURER.
<br />TYPICAL SECTION THRU WINDOW
<br />(SEE SCHEDULE) KNOCK-OUT—
<br />DOHRI P WA -qPP 10 BLOCK W/ (1) #5
<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 />STUD W1 (3) 10d NAIL,
<br />BLOCKING (TYP.)
<br />\--ROOF TRUSS
<br />IFT CONNECTOR (SEE SCHEDULE)
<br />STURE 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 />NOTCH LINTEL WHERE REQUIRED
<br />FOR CONCRETE PLACEMENT 7
<br />-7-
<br />4
<br />7
<br />_17 I . / �
<br />.
<br />STD.9d*HOOKJ811-
<br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS
<br />GREATER THAN V-0" WIDE (U.N.O. ON
<br />PLAN)
<br />OPENING
<br />FILLED CELL W/ (1) #5 VERTICAL
<br />SEE FDN. PLAN FOR LOCATION
<br />I
<br />.
<br />I-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" FORM CONCRETE INSET TO
<br />1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR
<br />SCRAP MATERIAL BLOCK WALL ABOVE.
<br />MOUNTING BASE SHOWN
<br />IN POSITION
<br />—2x6 MOUNTING BASE
<br />G
<br />S4
<br />_j
<br />LLJ
<br />>
<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 />SCALE: N.T.S.
<br />-TRACK MOUNTING BRACKET
<br />\ GARAGE DOOR TRACK
<br />bL;ALt: N. I.b. 4
<br />bOTTOM OF MOUNTING B E
<br />POURED 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 5/8" 8" 7 5/8,, 8" 7 5/81, 8"
<br />A
<br />—SOLIDAREASARE
<br />STEELAND GROUT
<br />INTERIOR
<br />WALL —\ 11
<br />DOOR OPE DOOR OPENING
<br />CL r.-7
<br />NING
<br />EXTERIOR—/ F1
<br />WALL F1 0-
<br />11 IT AV
<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
<br />SCALE: N.T.S.
<br />VERTICAL JAM
<br />SOLID AREAS ARE
<br />STEELAND GROUT
<br />FULL 8x8x16 BLOCK
<br />DOOR OPENING --0t
<br />5/8"DIA.x8" J-BOLTS AT 6-3/4", 41-3/411,71", 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 />FRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
<br />B'LOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD.
<br />4 EACH END WALL
<br />4
<br />DOORSTOP
<br />W
<br />MOLDING
<br />2E -4
<br />2x TOP PLATE U) GARAGE
<br />V2-16d NAILS @ 24" O.C. OR
<br />EQUAL TO TRUSS BOTTOM
<br />CHORD OR BLOCKING 2 x 6 P.T.
<br />2x STUD @ 24" v
<br />O.C. MAX. ,
<br />ROVIDE P.A.F. NAILS OR
<br />2x P.T. PW E EQUAL @ 12" O.C.
<br />I
<br />Q= A14z11 rr)D STAGGERED FROM BOT.
<br />PLATE TO CONCRETE
<br />REINF. INFO. WIMOUNTING ANGLE
<br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
<br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
<br />TYPICAL INTERIOR NON -
<br />BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK J'K
<br />SCALE: N.T.S. SCALE: N.T.S. S4
<br />2x CRIPPLES @
<br />16- O.C. W/ (2) 12d
<br />TOENAILS T/B
<br />USP SPT4 w/ (6) —
<br />10d x 1 Y2"@ 24"
<br />O.C.
<br />10d 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 />2"x4"WALL
<br />2"x 6" WALL
<br />STRAPS
<br />JACKS
<br />ISTUDS
<br />JACKS
<br />STUDS
<br />SIZE
<br />EA END
<br />EA END
<br />EA END
<br />EA END
<br />11-41
<br />(1)
<br />(2)
<br />(1)
<br />( )
<br />(1) USP LSTA30
<br />41-91
<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) USP 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"xl 0" OR
<br />GREATER HEADER
<br />1 � I \—(2)2x HEADER SEE PLAN
<br />S4 .0 \,,,—INTERIOR HEADER
<br />BOX HEADER (1) 2x SILL PLATE W/ (2)
<br />ONLY 12d TOENAILS,
<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 N/,'
<br />HOLD DOWN CONNECTIONS
<br />NOT REQUIRED @ BEARING
<br />WALLS NOTED WITHOUT UPLIF
<br />P.T. BOT. PLATE
<br />WALL HEADER DETAIL rQ
<br />SCALE: N.T.S. � �4
<br />SEE TYPICAL WALL SECTION
<br />12
<br />PRE-ENGINEERED WOOD TRUSSES @ 24" O/C
<br />(TYP-) SEE ELEV.
<br />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 />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"
<br />BLOCKING I( -
<br />O/C FIELD
<br />2X4 PT STUDS @ 16" O.C.
<br />(2) 2X4 PT STUDS UNDER HIP
<br />CARRIER/GIRDER TRUSS
<br />USP HTA20 @ EA. STUD
<br />.wit
<br />tMAI
<br />N SPAN
<br />MOISTURE BARRIER
<br />ROOF TRUSS
<br />UPLIFT CONNECTOR
<br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
<br />(SEE SCHEDULE)
<br />AND FILLED W/ GROUT
<br />1 #5 VERT. IN CONC. FILLED CELL—` H I
<br />W/ STD. 90* HOOK IN K.O. BLOCK
<br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
<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 V6,. SPLICE STAGGERED
<br />6
<br />1 Od @ 8" O/C
<br />ATTACH ALL
<br />EXTERIOR STUDS
<br />W/ tA I 16d TOENAILS
<br />T076PPLATE
<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 />USP
<br />SCALE: N.T.S,
<br />TUSP SPT4 SPT24�
<br />USP SPT4�
<br />SPT24] SP SPT4
<br />U
<br />ROOF TRUSS ABOVE
<br />2X TOP PLATE
<br />2X BLOCKING
<br />2X STUDS @ 24- O.C.
<br />OVERLAPPING
<br />1 4 V A 8 01" "fMOLT
<br />"x
<br />\-NAILED
<br />��Z"�4! O.0
<br />INTO
<br />1 Od NAILS @ 6"
<br />(2) 16d TOE NAILS
<br />MIN. (2) PERAX'
<br />TRANSOM
<br />STAGGERED
<br />EA. BLOCKING
<br />BOTTOM PLATE
<br />TRANSOM FRAMING
<br />FRAMING
<br />SECTION
<br />P.T.
<br />SEE SECTION AA/Sl
<br />PLATE
<br />AND BB/Sl FOR
<br />2X8 WALL ABOVE
<br />ADDITIONAL DETAILS
<br />ENTRY
<br />SP SPT22
<br />K.O. BLOCK W/(1)
<br />USP SPT4
<br />_U SP SPT4 USP SPT4
<br />-BOLTS @ 24" O.C.
<br />#5 CONT� &
<br />RECESS
<br />MAX
<br />FILLED
<br />LINTEL
<br />5/8"X10" J-BOLTS
<br />2X P.T. PLATE
<br />@ Z-O" O.C.
<br />/*
<br />4
<br />\2X8 P.T. BOTTOM PfE
<br />MASONRY WALL
<br />\-5/8"x`10" "J"BOLT @ 24" O.C. MA)C
<br />B
<br />C
<br />(MIN. (2) PER BOTTOM PLATE)
<br />USP
<br />C
<br />USP SPT4�
<br />SPT241 TU SP SPT4
<br />1 Od NAILS@ 4-
<br />10d NAILS @ 6" O.C.
<br />--STAGGERED
<br />STAGGERED
<br />A
<br />RANSOM FRAMING
<br />EBEYOND-.
<br />NAILED INTO
<br />TRANSOM
<br />L
<br />FRAMING
<br />PLYWOOD
<br />TRANSOM FRAMING
<br />PLYWOOD FASTENED TO TRUSSES
<br />SHEATHING
<br />SEE SECTION AA/Sl AND
<br />WITH 8d COMMON WIRE NAILS @ 4-
<br />BB/Sl FOR ADDITIONAL
<br />O/C BOUNDARIES 6"O/C EDGES
<br />DETAILS
<br />& 8" O/C FIELD
<br />USP_
<br />—PLYWOOD
<br />SPT2
<br />I
<br />SHEATHING
<br />RECESS
<br />'rusp
<br />MASONRY-- I
<br />WALL BELOW o_�-5/8"X10"J-BOLTS@24"O.C.
<br />LINTEL
<br />SPT4 ,�-Usp
<br />MAX. (MIN. (2) PER BOTTOM
<br />SPT4
<br />PLATE)
<br />ALTERNATE:
<br />5/8" DIA. ATR EPDXIED
<br />2X8 R I. B0 I I OM
<br />MIN. 6" INTO BOND BEAM
<br />PLAT E I
<br />@ 24" O.C.
<br />CD)
<br />I
<br />FRAMING DETAILS ABOVE ENTRY rR
<br />5/8"A 0" "J" BOLTS @ 24" O.C. MAX.
<br />SCALE: N.T.S.
<br />� S4
<br />(MIN� (2) PER BOTTOM PLATE)
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<br />To the best of the Engineer's knowledge, information, and
<br />belief, the structural plans and specifications contained
<br />within these drawings comply with the Florida Building
<br />Code Sth Edition (2014) Residential. Engineer's signature
<br />and seal is only for the structural engineering portions of
<br />the drawing pages bearing Engineer's signature and seat.
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<br />SCALE : AS NOTED
<br />PLOT DATE 12/7/201
<br />TECH: ERAND
<br />VERSION NO,
<br />100
<br />JOB NO: 17-1799
<br />SHEET NO.
<br />S4
<br />1 1111 i,L I j H, 1A 111"! 1", LAI": 11,1. J djhFA,1h1= - —, I I I I I I I I I I I I
<br />. 11"kIP177HIM, E.u., � ifid 11 i I I
<br />
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