|
DOOR JAMB REFER 1X4 1/2"DRYWALL
<br />(
<br />DOOR JAMB {REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER
<br />1 X 4 1/2" DRYWALL
<br />MAX,8"
<br />UNACCEPTABLE INSTALLTION
<br />TO SHT. SDW2-K1 T
<br />P)M1F
<br />TO SHT. SDW2-K1 TO SHT. SDW2-K1
<br />FOR CONN. DETAILS
<br />-
<br />PROPER INSTALLATION
<br />DO NOT DO THIS
<br />2"x BOT. PLATE W/ (2)10d @ 6" O.C.
<br />FOR CONN. DETAILSFOR
<br />CONN. DETAILS 1 X 4
<br />1 X 4
<br />#5 REBAR P,
<br />�)
<br />ED
<br />ATTACHED WALL SHEATHING TO
<br />X 4
<br />3-1/4" LONG X 3l16"�URRING
<br />3/16" 0 X 3" LONG FURRING 3/16" 0 X 3-1/2" LONG
<br />FURRING
<br />#5 REBAR
<br />AND NAl ILED W 8d COMMON
<br />„ °0
<br />6 O.C. EDGES AND 12 O.C. FIELD
<br />O.C., ROWS STAGGERED 4"
<br />TAPCON. INTO
<br />TAPCONS
<br />STAGGERED @ 16" TAPCONS STAGGERED
<br />�g
<br />(TYP,)
<br />BLOCK@ SPACING „
<br />DETAIL
<br />O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C.
<br />2-ROWS INTO
<br />1X8
<br />2x BAND W/ FACE NAIL
<br />PER MANUFACTURE
<br />MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH
<br />��
<br />3 DETAIL
<br />STD. 90^
<br />D. 90°HOOK (TYP.)
<br />JOIST 10d
<br />@ TOP & BTTM CHORD, AND (8)
<br />1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P,T.
<br />FILL SOLID
<br />BOTH CELLS
<br />HOOK (TYP.)
<br />FACE NAILS 10d @TRUSS VERT.
<br />WEB
<br />3/16" x 3 -1/2"
<br />TAPCON @ 16"
<br />METAL SEAT PLATE
<br />��
<br />O.C. & 4 FROM
<br />1X4 P.T. 3/16 x 3 -1/2 DOOR JAMB (REFER
<br />1 X 4 1/2 DRYWALL
<br />NOTE:
<br />AP SHEATHING TO
<br />LBOTTOM
<br />DOOR JAMB (REFER EACH END W/ MIN
<br />DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR
<br />OF ND
<br />TO SHT. SDW2-K1 2" EDGE DIST.
<br />TO SHT. SDW2-K1 GONN. DETAIL
<br />JOIST TYPICAL
<br />FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4
<br />FURRING
<br />2X8 P.T. WITH 3116"0 X 3"
<br />f2„
<br />NOTC @ FIRST COURSE
<br />USP HGAM10 @ 12" O.C. w/4-SDS
<br />LONG TAPCONS
<br />1/4x1 1/2" SCREWS INTO BAND
<br />2x P.T. AS REQ'D
<br />2X8 P.T.
<br />STAGGERED @ 16" O.C.
<br />2X8
<br />\—
<br />JOIST & (4) 3/16'x1-3X' WEDGE
<br />2x DETAIL
<br />21 /4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL
<br />NOTCH WEB AT THE
<br />BOLTS INTO K.O. BLOCK
<br />,,.5n
<br />71
<br />FIRST 2 COURSES
<br />BUILDOUT @ OVER SIZE DOOR
<br />-WINDOW ROUGH OPENINGS CC
<br />FILLED CELL PER
<br />FOUNDATION PLAN
<br />—_ V_
<br />FILLED CELL INSTALLATION
<br />H
<br />RETROFIT FOR MISSING
<br />EMBEDDED STRAP
<br />SCALE: N.T.S.
<br />SS
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL.
<br />INFO SCALE: N.T.S.
<br />SCALE: N.T.S.
<br />SS
<br />2x8 P.T. BUCK -CONNECT TO BLOCK
<br />SECTION
<br />UPLIFT CAPACITY = 945 # FOR 1 STRAP
<br />W/ 1/4" x 31/4" TAPCON (1 1/4"MIN.
<br />A -A
<br />=1890 # FOR 2 STRAPS
<br />FILL 1st4 COURSES
<br />EMBEDMENT INTO BLK.) 1/4" MAX
<br />SOLID W(GROUT
<br />2'-0"
<br />8"
<br />1-PLY PRE-ENGINEERED TRUSS
<br />d
<br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK
<br />1/4" x 31/4" TAPCONS
<br />; .. ;.,...:::_•.;..,.;:.. USP RT16M W/ (8) NA11 NAILS & (6) T" x 21"
<br />BLOCK HEADER
<br />,.:..: <-::.• _° .....::.,
<br />TAPCONS
<br />1/2" DRYWALL
<br />"` ` (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6)
<br />10d NAILS x 12" NAILS AND
<br />d NAIL T
<br />8 SA 8 O.C. AT BUCK
<br />2 x 8 45^ DIAGONAL
<br />LEAVE A CUTOUT IN O.S.B. ON THE
<br />- " 3"
<br />><K - = (4) X 1 a WEDGE BOLTS [ (1) STRAP =1225 # ,
<br />:
<br />z:
<br />-
<br />(4)10d NAILS INTO
<br />BRACE(S) 2 x 8 BRACE/ BLKG.
<br />INSIDE TO ALLOW FOR INSULATION
<br />:;' ' ' ''`± •• ..
<br />'" ` '`"'' ` (2) STRAPS 2450#])
<br />-::.:,::;,;',= . `=::: ':;;;_.:';.::,.:•
<br />4
<br />ti
<br />7/16" OSB
<br />TO BE INSTALLED
<br />' BOND BEAM OR CAST
<br />FOR OVERHANGS BETWEEN OVER 1
<br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />POLY -CELL IN THIS AREA
<br />2 x 8 45 DIAGONAL BRACE AT EA.
<br />. ~'',:'' `':: ;.
<br />IN PLACE BEAM
<br />OR
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS. ,
<br />SCRIBE NOTCH
<br />(NOTCH)
<br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8
<br />FACE OF ARCH W/ (3)10d NAILS
<br />AT EA. END
<br />RETROFIT TRUSS DETAIL
<br />OVERHAN
<br />•'
<br />CONNECT W/ 8d NAILS BRACE/ BLKG.
<br />..:a
<br />N.T.S.
<br />_•...: et ,..:
<br />INSTALL WDW. SCREW ANCHO\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />°'
<br />INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN
<br />RETROFIT WALL OVERHANG DETAIL
<br />(NTS)
<br />4" MIN. OF BRACE
<br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
<br />FOR OVERHANGS BETWEEN 3/4" TO 1 11T
<br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
<br />2X6 SYP #2 CONT, (MATCH TRUSS DEPTH
<br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
<br />START OF ARC
<br />IF TRUSSES USED) W/ (3) #6 X 4%" WOOD
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D•
<br />ARCH DETAIL
<br />. .
<br />4MAXRAD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />WALL USE 1/4" X 31/2" TAPCONS AT 16"
<br />Jr T 0 10d NAILS @ 8" O.C.
<br />�ERyyN TO TRUSS TOP CHORD
<br />(3)
<br />r-On
<br />SCALE: N.T.S.
<br />SS
<br />O.C. 12
<br />+ + �FNGr
<br />N PLYWOOD SHEATHING
<br />5r-On
<br />JACK TRUSS PROVIDED BY SEE
<br />+ +
<br />"
<br />TRUSS COMPANY OR PLAN
<br />2X6 #2 SYP @ 24 O.C.
<br />+ +
<br />+
<br />INISH FLO
<br />2
<br />x 8 BUCK - CONNECT TO BLOCK
<br />SECTION
<br />+ + BLOCKING AS
<br />°
<br />WITH
<br />1/4" x 31/4" TAPCON (1 1/4" MIN.
<br />B-B
<br />ROOF SHEATHING ATTACHED
<br />+ REQUIRED
<br />>, P ' , 410
<br />r1/4" MAX EMBEDMENT INTO
<br />) �� ��
<br />2-0 $
<br />PER NAILING SCHEDULE ALL
<br />TRUSS + TO SUPPORT
<br />SOFFIT
<br />° • ° :' a ; ..�
<br />iD >
<br />#5 BAR
<br />BLOCK HEADER
<br />1t
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />(5) -12d NAILS
<br />+ +
<br />+
<br />p Is °
<br />CENTERED W/
<br />1 X 4 FURRING
<br />BLKG. &BUCK
<br />2X6 TO 2X4 USP RT3A
<br />2X4 SYP . , a
<br />s ° • • •' 9�1d„
<br />'
<br />IN TOP ,
<br />KNOCKOUT / N
<br />EACH TRUSS
<br />> ;
<br />p °
<br />CHAIR BLOCK
<br />8d NAILS @ 8" O.C. AT BUCK
<br />PROVIDE 2 x 8 DIAG. BRACE B
<br />2 x 8 VERT. W! (2)10d
<br />NAILS AT EA. END
<br />PROVIDE (2) MIN.
<br />PROVIDE 2x
<br />CONT. W/
<br />CONNECTOR •
<br />_
<br />MONO FOOTING _ .a e, . . e °
<br />(3)
<br />SIZE AND REINF. PER PLAN
<br />VERT. BRACES WHEN HGT. OF
<br />TAPCON AT EA. SIDE
<br />12d NAILS
<br />BRACE EXCEEDS 24
<br />BUCK - (1) WITHIN 4
<br />JACK TRUSS PROVIDED BY
<br />SEE LINTEL
<br />SCHED.
<br />AND SECTION DETAILS -I
<br />LEAVE A CUT OUT IN O.S.B. ON T
<br />MIN. OF START OF
<br />TRUSS COMPANY OR 2x4
<br />CLEAN FILL > ° ° '
<br />2 x 8 VERT. BRACE(S)
<br />INSIDE TO ALLOW FOR INSULATION
<br />ARCH
<br />#2 SYP @ 24" O.C.
<br />ENTER SO IT
<br />•
<br />DIRT
<br />z
<br />TO BE INSTALLED
<br />BUILT UP PLWD. BUCK-
<br />4'-0" MAX SEE LAN
<br />PRECAST LINTEL,
<br />°� �
<br />°ffTANDARD c
<br />SCRIBE NOTCH BACKSIDE
<br />(NOTCH)
<br />7/16" OSB ARCH PANEL
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />SEE ELEVATION
<br />#5 BAR IN
<br />HOOK N
<br />TO FIT ARCH CONNECT W/
<br />IF TRUSSES USED) W/ (2) #6 X 4M." WOOD
<br />FOR OVER HANG
<br />FILLED CELL .'
<br />8d NAILS
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />START OF ARC
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />(MAX. 4'4')
<br />_ • , ,- • �. , • °
<br />INSTALL WDW, SCREW
<br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS
<br />EQUAL EQUAL
<br />4'MAX. RAD•
<br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16"
<br />'�'• �'� °" `" °• �'� °" "� °•
<br />ANCHOR INTO ARCH BLKG.
<br />THRU OSB INTO 2 x 8
<br />O.C.
<br />PER INSTALLATION DETAILS
<br />B-g
<br />ARCH DETAIL K
<br />SECTION @ ENTRY L
<br />SECTION @ ROOF EXTENSION M
<br />STEMWALL FOOTING SIZE AND
<br />REINF. PERLAN AND STEMWALL
<br />MONO TO STEMWALL FOOTING
<br />SCALE: N.T.S. SS
<br />SCALE: 3/4" = V-0" SS
<br />SCALE: 3/4" = V-0" SS
<br />SECTION DETAILS
<br />SCALE: 3/4" = T-0"
<br />GLASS BLOCK INSTALLATION NOTES
<br />NOTE:
<br />IF RETROFIT FILLED CELL CONDITIONS
<br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
<br />EXCEED
<br />(3) PER PROJECT, CONTACT ENGINEER OF RECORD
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR.
<br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
<br />FOR ADDITIONAL
<br />INSTRUCTION.
<br />EXTENDS TO SILL.
<br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />MASONRY WALL. SEE PLAN FOR
<br />,/—' EXISTING BOND BEAM.
<br />REINFORCING. PROVIDE LOWER
<br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
<br />HOOKED DOWEL
<br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
<br />SEE SHEET D2 AND
<br />DRILL 3/4"X6"MIN. HOLE
<br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
<br />EXPANSION STRIP
<br />FLOOR PLAN FOR
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
<br />20 ga. PANEL
<br />MORE INFO
<br />SET BAR IN EPDXY
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCKAFTER INITIAL PLACEMENT. FOR SOLID GLASS
<br />ANCHOR
<br />HTT16 W/ (18) -16d NAILS TO
<br />CAP TO PREVENT LEAKAGE
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<br />W.W.M. AT PERIMETER
<br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
<br />1/4" EXPANSION BOLT (2
<br />WHERE THIS CONDITION
<br />STUDS & (1) - 5/8" DIA. ALL
<br />#5X6' EMBEDDED INTO
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />9 ga. PANEL PER ANCHOR)
<br />(1) #5 BARS CONT. OCCURS
<br />TOP WITH MIN. 3"
<br />THREAD ROD EPDXIED W/
<br />SIMPSON "SET' EPDXY MIN.
<br />ZO
<br />EXISTING BOND BEAM
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
<br />REINFORCING
<br />COVER "
<br />6
<br />5" EMBEDMENT & 3" MIN.
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
<br />(EVERY OTHER
<br />-0 F.F.
<br />EDGE DISTANCE
<br />a
<br />FILL CELL FULL HEIGHT W/
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
<br />COURSE) EXPANSION STRIP
<br />t�i w
<br />NON SHRINK GROUT.
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />°•
<br />p c�
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />s,:•.:.:,;:
<br />p gyp'—* D-r
<br />w a
<br />A
<br />REINFORCING AS FOLLOWS:
<br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />= .' =: `:
<br />' ' >: ;. '_ ;: --' ' SEALANT
<br />:^•
<br />-
<br />,_
<br />: ' v e _ I MR.
<br />�¢ a
<br />� �
<br />1
<br />:..t« ,,rt.:;'. a `:'yr:... .
<br />EMBEDDED
<br />* PRESS PANEL REINFORCING INTO PLACE.
<br />*
<br />' 1" MIN. LAP SPLICE W/
<br />o ' =I —�) L-
<br />I
<br />z
<br />5X6' INTO
<br />EXISTING FOOTING
<br />2-#5X6' IN CONC.
<br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />SMOOTH. DO NO FURROW.
<br />' <:,=::.; �- �. ,: REINFORCING PANEL
<br />'.{:: ;t•.r
<br />— -+
<br />can cv
<br />FILLED CELL
<br />a
<br />"`
<br />n p :°
<br />DRILL 3/4"X6" MIN. HOLE
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />•;;_', _ >;; '> :-r ' ' `
<br />°''' '':.; i<; • :t' ' " MIN. LAP 6
<br />_
<br />I�
<br />GRADE o, p .' o �tTr�
<br />SET BAR IN EPDXY
<br />.,::
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />" ` SPLICE
<br />g
<br />Cq
<br />REMAIN FREE OF MORTAR.
<br />NOTE:
<br />`' z
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<br />SEE GLASS BLOCK INSTALLATION NOTES.
<br />r g o
<br />LA-
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
<br />SEALANT
<br />° °
<br />SAW CUT
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
<br />GLASS BLOCK DETAIL
<br />\ ' (2) #5 REBAR. MIN. 3"
<br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
<br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS
<br />BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
<br />16" MIN. COVER EA. WAY
<br />A SECTION
<br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
<br />EXISTING FOOTING
<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
<br />1 SCALE: N.T.S.
<br />- J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />rDF SECTION AT DEEP MONO FOUNDATION
<br />RETROFIT FOR MISSING MSTAM STRAP
<br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />RETROFIT
<br />FILLED CELL DETAIL
<br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
<br />SS SCALE: 3/4" =1'-0"
<br />SCALE: 3!4" =1'-0"
<br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
<br />SCALE: N.T.S.
<br />INSTALLATION OF GLASS BLOCK.
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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 seal.
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<br />SCALE : AS NOTED
<br />PLOT DATE : 12/7/2012
<br />TECH: FFLORES
<br />VERSION NO.
<br />5oll
<br />JOB NO: 17-1397
<br />SHEET NO.
<br />
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