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1 ! 1 1 11I'"1- ll I I_ 11 11 0 1 1 1 !- I- 1 - --
<br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />MAX.MAx.
<br />UNACCEPTABLE INSTALLTION
<br />8 ,
<br />DOOR JAMB (REFER
<br />PRODUCT P.T. TO PRODUCT
<br />TO PRODUCT�
<br />PROPER INSTALLATION
<br />� DO NOT DO THIS
<br />2"x BOT. PLATE W/ (2)10d @ 6" O.C.
<br />TO
<br />APPROVAL FOR CONN. APPROVAL FOR CONN.
<br />1x4
<br />APPROVAL FOR CONN.
<br />1 X 4
<br />` #5 REBAR (TYP,) '
<br />3/4" PLYWOOD DECKING GLUED
<br />ATTACHED WALL SHEATHING TO
<br />2X BOTTOM PLATE 8d 4"
<br />1x4 P.T. 3/16"� X 3" LONG FURRING
<br />FURRING
<br />" "
<br />(2) ROWS 3/16 x 3-1/2
<br />FURRING
<br />#5 REBAR `
<br />AND NAILED W/ 8d COMMON @
<br />6" O.C. EDGES AND 12" O.C. FIELD
<br />W/ @
<br />O.C., 2 ROWS STAGGERED
<br />3-1/4" LONG X 3/16" 0 TAPCONS
<br />(TYP,)
<br />TAPCON. INTO STAGGERED @ 16 11
<br />TAPCON @ 16 O.C. & 4
<br />2X8
<br />`
<br />''
<br />1x8 P.T.
<br />BLOCK@ SPACING „ O.C. 2-ROWS INTO
<br />� DETAIL
<br />FROM EACH END w/ MIN.
<br />2" EDGE DIST. ATTACH
<br />1X8
<br />2x BAND JOIST W/ FACE NAIL 10d
<br />PER MANUFACTURE MASONRY THROUGH ��
<br />1-1 /2 DETAIL
<br />1x8 w/ (2) ROWS 8d NALS ��
<br />3
<br />DETAIL
<br />A
<br />STD. 90 ` 1_��
<br />D. 90° HOOK (TYP.)
<br />@TOP & BTTM CHORD, AND (8)
<br />1x4 P.T. & 1x8 P.T.
<br />STAGGERED @ 12 O.C.
<br />FILL SOLID
<br />BOTH CELLS
<br />HOOK (TYP.)
<br />FACE NAILS 10d @ TRUSS VERT.
<br />WEB
<br />TAP x 3 -1/2"
<br />TAPCON @ 16" 1x4 P.T.
<br />DOOR JAMB (REFER
<br />TO PRODUCT
<br />a
<br />METAL SEAT PLATE
<br />O.C. & 4" FROM DOOR JAMB (REFER
<br />APPROVAL FOR CONN. 1x4
<br />1/2"DRYWALL
<br />LAP SHEATHING TO
<br />DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT
<br />2" EDGE DIST. APPROVAL FOR CONN.
<br />2x8 P.T. w/ (2) ROWS 3/16"
<br />' `
<br />BOTTOM OF BAND
<br />D
<br />JOIST TYPICAL
<br />TO PRODUCT
<br />x 3-1/2" TAPCON @ 16°
<br />APPROVAL FOR CONN. 2 ROWS 3/16" x
<br />()
<br />O.C. & 4" FROM EACH
<br />1x4
<br />FURRING
<br />,C. &
<br />TAPCON @ 16" O.C. &
<br />END w/ MIN. 2" EDGE DIST.
<br />+2
<br />NOTC @ FIRST COURSE
<br />SIMPSON HGAM10KTA @ 12" O.C.
<br />4" FROM EACH END w/ 2x8 P.T.
<br />ATTACH SECOND PLY w/
<br />' -
<br />w/ (4) 1/4x1 1/2" SDS SCREWS
<br />2x P.T. AS REQ'D MIN. 2" EDGE DIST.
<br />(2) ROWS 10dx3" 2x8
<br />`
<br />INTO BAND JOIST & (4)1/4"x2 3/4"
<br />TITEN INTO K.O. BLOCK
<br />2x DETAIL 2 /4" DETAIL
<br />STAGGERED @ 12" O.C. 3-'I /4" DETAIL
<br />±5^
<br />NOTCH WEB AT THE
<br />FIRST 2 COURSES
<br />LFILLED
<br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS
<br />�CC
<br />CELL PER
<br />FOUNDATION PLAN
<br />FILLED CELL INSTALLATION
<br />KH
<br />RETROFIT FOR MISSING
<br />EMBEDDED STRA
<br />SCALE: N.T.S.
<br />SS
<br />SCALE: N.T.S.
<br />SS
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL.
<br />INFO SCALE: N.T.
<br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION
<br />UPLIFT CAPACITY = 805 # FOR 1 STRAP
<br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A_A
<br />=1610 # FOR 2 STRAPS
<br />FILL s
<br />EMBEDMENT INTO BLK.) 1/4" MAX
<br />2'-0" 8"
<br />D W ROUT
<br />SOLID /GOUT
<br />a
<br />1 PLY PRE-ENGINEERED TRUSS
<br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS
<br />BLOCK HEADER ARCH BLKG. & BUCK
<br />SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS
<br />1/2" DRYWALL
<br />SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS
<br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d
<br />8d NAILS AT 8" O.C. AT BUCK
<br />SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)
<br />LEAVE A CUT OUT IN O.S.B.
<br />2 x 8 45" DIAGONAL (4)10d NAILS
<br />ON THE
<br />BRACE(S) 2 x 8 BRACE/INSIDE TO ALLOW FOR INSULATION
<br />7LKG$
<br />7/16" OSB TO BE INSTALLED
<br />BOND BEAM OR CAST IN PLACE BEAM
<br />FOR OVERHANGS BETWEEN OVER 1
<br />BUILT UP PLWD. BUCK ARCH PANEL CUT H
<br />POLY BRACE AT A
<br />FURTHER INSTRUCTIONS.
<br />ORCONTACT ENGINEER OF RECORD FORSCRIBE
<br />aOVERHAN
<br />(NOTCH) FACE OF ARCO W/ (3) Od NAILSNAL
<br />BACKSIDE TO FIT ARCH (4)x AT EA. END
<br />RETROFIT TRUSS DETAIL
<br />•°
<br />CONNECT W/ 8d NAILS BRACE/ BLKG.
<br />N.T.S.
<br />q•. .
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />INSTALL WDW. SCREW ANCHOR 'ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN
<br />°
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />INTO ARCH BLKG. PER 4" MIN. OF BRACE
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
<br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
<br />FOR OVERHANGS BETWEEN 3/4"TO 1 1/2"
<br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
<br />IF TRUSSES USED W/ 3 #6 X 4'%" WOOD
<br />) ()
<br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
<br />NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REO'D.
<br />START OF ARC
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
<br />(2)10d NAILS @ 8" O.C.
<br />K�J_�_
<br />4' MAX. RAD.
<br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/
<br />�
<br />X O�FRygN
<br />TO TRUSS TOP CHORD
<br />1 rr -Q 5 -Q„
<br />ARCH DETAIL
<br />MIN. 4" EMBEDMENT AT 16" O.C.
<br />+ CF
<br />+ �OTy
<br />SCALE: N.T.S. SS
<br />12
<br />+ PLYWOOD SHEATHING
<br />JACK TRUSS PROVIDED BY SEE
<br />i
<br />+ +
<br />TRUSS COMPANY OR PLAN
<br />+ +
<br />2x6 #2 SYP @ 24 O.C.
<br />+
<br />INISH FLO
<br />2 x 8 BUCK - CONNECT TO BLOCK SECTION
<br />+ BLOCKING AS
<br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B
<br />ROOF SHEATHING ATTACHED
<br />'
<br />ALL
<br />+ REQUIRED
<br />EMBEDMENT INTO K.)
<br />�
<br />PER NAILING SCHEDULE
<br />TO SUPPORT
<br />TRUSS
<br />+MAX SOFFIT
<br />° • ° ►.•L#5 BAR
<br />°
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTWN. ARCH/4„ 2_0� 8�
<br />(5)12d NAILS SIMPSON
<br />i
<br />+
<br />+
<br />�' ° D 4CENTERED W/
<br />D' 10 ° b • ,
<br />°. IN TOP
<br />1 X 4 FURRING
<br />BLKG. &BUCK
<br />2X6 TO 2X4 gd NAILS
<br />2X4 SYP EACH TRUSS , • s
<br />°'' ° b
<br />, ' ' . :� KNOCKOUT/ N
<br />/
<br />° CHAIR BLOCK
<br />8d NAILS @ 8" O.C. AT BUCK
<br />T. W/ 2 10d
<br />2 x 8 VERT. O
<br />NAILS AT EA. END
<br />PROVIDE
<br />(2) MIN.
<br />PROVIDE 2x
<br />CONT. W/ (3)
<br />`�
<br />CONNECTOR
<br />- p
<br />MONO FOOTING ---, •D �°
<br />°,
<br />PROVIDE 2 x 8 DIAG. BRACE B
<br />SIZE AND REINF. PER PLAN
<br />VERT. BRACES WHEN HGT. OF
<br />TAPCON AT EA. SIDE
<br />12d NAILS
<br />SEE LINTEL
<br />AND SECTION DETAILS -I
<br />BRACE EXCEEDS 24"
<br />BUCK
<br />- (1) WITHIN 4"
<br />JACK TRUSS PROVIDED BY
<br />SCHED.
<br />LEAVE A CUT OUT IN O.S.B. ON TI
<br />MIN. OF START OF
<br />TRUSS COMPANY OR 2x4
<br />°
<br />N FILL
<br />2 x 8 VERT. BRACES
<br />()
<br />INSIDE TO ALLOW FOR INSULATION
<br />ARCH
<br />#2 SYP @ 24" O.C.
<br />ENTER SO IT
<br />..> a• z
<br />DIRT
<br />TO BE INSTALLED
<br />000,
<br />4'-0" MAX SEE PLAN
<br />PRECAST LINTEL
<br />° . ° STANDARD o
<br />BUILT UP PLWD. BUCK -
<br />SCRIBE (NOTCH) BACKSIDE
<br />7/16" OSB ARCH PANEL
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />SEE ELEVATION
<br />,
<br />#5 BAR IN ° 90' HOOK iv
<br />TO FIT ARCH CONNECT W/
<br />IF TRUSSES USED) W/ (2) #6 X 4'%," 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 />4 MAX. RAD.
<br />SCREWS 16" O.C. MAX. OR IF MASONRY
<br />@
<br />(MAX. 4'-0")
<br />_ . . _ .
<br />, • , , ,
<br />INSTALL WDW, SCREW
<br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL
<br />WALL USE 2 1 /4" X 31/2" TAPCONS AT 16"
<br />( )
<br />O.C.
<br />•"r �, , •, , ,1 �
<br />THRU OSB INTO 2 x 8
<br />ANCHOR INTO ARCH BLKG.
<br />STEMWALL FOOTING SIZE AND
<br />PER INSTALLATION DETAILS
<br />ARCH DETAIL K
<br />SECTION @ ENTRY L
<br />SECTION @ ROOF EXTENSION M
<br />REINF. PERLAN AND STEMWALL
<br />B_B
<br />MONO TO STEMWALL FOOTING
<br />SCALE: N.T.S. SS
<br />SCALE: 3/4' -1-0 SS
<br />SCALE: 3/4"-1-0SS
<br />SECTION DETAILS
<br />SCALE: 3/4" =1'-0"
<br />GLASS BLOCK INSTALLATION NOTES
<br />NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT,
<br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION, ALLOW EMULSION TO DRY
<br />CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR.
<br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
<br />EXTENDS TO SILL.
<br />EXISTING BOND BEAM.
<br />MASONRY WALL. SEE PLAN FOR
<br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />REINFORCING. PROVIDE LOWER
<br />DRILL 3/4"x5" MIN. HOLE SET BAR IN
<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 />EPDXY CAP TO PREVENT LEAKAGE
<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 20 ga. PANEL
<br />MORE INFO
<br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR
<br />SIMPSON HTT4 w/ (18)10d x 1
<br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2")
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<br />W.W.M. AT PERIMETER
<br />1/2" NAILS TO STUDS & (1) -
<br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
<br />1/4" EXPANSION BOLT (2
<br />WHERE THIS CONDITION
<br />(1) #5 BARS CONT.
<br />5/8" DIA. ALL THREAD ROD
<br />#5x6' EMBEDDED INTO EXISTING BOND BEAM
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL
<br />PER ANCHOR )
<br />OCCURS
<br />TOP WITH MIN. 3"
<br />EPDXIED w/ SIMPSON "SET'
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING
<br />COVER 6`_0
<br />EPDXY MIN. 6" EMBEDMENT &
<br />0
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER
<br />3"MIN. EDGE DISTANCEUj
<br />FILL CELL FULL HEIGHT W/
<br />OR CHASE SURROUNDS. RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE)
<br />EXPANSION STRIP
<br />NON SHRINK GROUT.
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />°
<br />0 v
<br />A
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />, o o
<br />nJ
<br />REINFORCING AS FOLLOWS:
<br />SEALANT
<br />a
<br />1
<br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />p'
<br />g
<br />#5x6 EMBEDDED INTO
<br />* PRESS PANEL REINFORCING INTO PLACE. " +
<br />6" MIN. LAP SPLICE W/
<br />II
<br />o' o
<br />U z
<br />—
<br />EXISTING FOOTING NC
<br />(2) #5x6 IN CO
<br />* ITH UPPER HALF OF MORTAR BED AND TROWEL
<br />COVER PANEL REINFORCING W U
<br />REINFORCING PANEL
<br />—
<br />. —
<br />U) LO
<br />FILLED CELL
<br />SMOOTH. DO NO FURROW.
<br />°
<br />° ° �I r
<br />N
<br />DRILL 3/4"x5"MIN. HOLE
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />R DE o >11 IF
<br />G A
<br />SET BAR IN EPDXY
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP
<br />p °
<br />`.
<br />.. «,
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE
<br />NOTE:
<br />M
<br />REMAIN FREE OF MORTAR.
<br />Ic
<br />SEE GLASS BLOCK INSTALLATION NOTES.
<br />c� z
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<br />r • o ' °
<br />�"0
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT
<br />,
<br />4" SAW CUT
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL
<br />\ t, (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 BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
<br />16" MIN, EA. WAY
<br />SECTION
<br />00,COVER
<br />A
<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 />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 />=
<br />SCALE: 3J4 -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.
<br />7,"<gi`li?iE€fifit'1'4rkei�
<br />�.`
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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 2017
<br />Florida Building Code -
<br />Residential 6th Edition. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal,
<br />.
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<br />JOB
<br />NO:
<br />20-6579
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />SS
<br />
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