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<br />88
<br />CN
<br />U9
<br />12
<br />LO
<br />LO
<br />LO
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<br />E
<br />�2
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<br />S14
<br />16
<br />I I 1z 1-1
<br />DOOR JAMB (RE 1 X4 1/2" DRYWALL
<br />DOOR JAMB (REFER 1x4 /2" DRYWALL
<br />DOOR JAMB (REFER
<br />TO PRODUCT
<br />1x4 F 1/2" DRYWALL
<br />TO PRODUCT
<br />APPROVALFOR NN.
<br />T
<br />P.T.
<br />tM,.,
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />x4
<br />APPROVAL FOR CONN.
<br />1X4
<br />87
<br />x4 P.T,
<br />3/16"0 X 3" LONG
<br />FURRING
<br />6)N
<br />3-1/4" LONG X 3/16"0
<br />FURRING
<br />FURRING
<br />TAPCONS
<br />(2) ROWS 3/16" x 3-1/2"
<br />�,E
<br />TAPCON. INTO
<br />STAGGERED @ 16"
<br />TAPCON @ 16" O.C. & 4"
<br />2X8
<br />L, 1
<br />BLOCK@ SPACING 111
<br />DETAIL
<br />O.C. 2-ROWS INTO 1x8 P.T.
<br />FROM EACH END w/ MIN.
<br />2" EDGE DIST. ATTACH
<br />1X8
<br />PER MANUFACTURE
<br />MASONRYTHROUGH
<br />1-1/211 DETAIL
<br />1 x8 wl (2) ROWS 8d NALS
<br />3" DETAIL
<br />1x4 P.T. & 1x8 P.T.
<br />STAGGERED @ 12" O.C.
<br />3/16" x 3 1/2"
<br />1x4 P.T.
<br />DOOR JAMB (REFER
<br />TAPCON @
<br />TAPCON @ 16"
<br />TO PRODUCT
<br />0 C - & 4 R(
<br />O.C. & 4" FROM
<br />" F
<br />DOOR JAMB (REFER
<br />APPROVAL FOR CONN.
<br />N.
<br />1/2" DRYWALL
<br />1 x4 112" DI
<br />1 X4
<br />DOOR JAMB (REFER-\
<br />E CH END "
<br />EACH END W/ MIN
<br />TO PRODUCT
<br />TO PRODUCT
<br />2" EDGE DIST.
<br />2 EDGE DIS.
<br />APPROVAL FOR CONN.
<br />N.
<br />�j 6"
<br />2x8 P.T. w/ (2) ROWS 3/16"
<br />APPROVAL FOR CONN.
<br />(2) ROWS 3/16" x 3-1/2'
<br />x 3-1/2" TAPCON @ 16"
<br />O.C. & 4" FROM EACH
<br />1x4
<br />TAPCON @ 16" O,C. &
<br />D IST.
<br />END wl MIN. 2" EDGE DIST.
<br />FURRIN(
<br />4" FROM EACH END w/ L 2X8 P.T,
<br />W/
<br />ATTACH SECOND PLY W/
<br />2x P.T. AS REQ'D
<br />MIN. 2" EDGE DIST.
<br />(2) ROWS 10dx3"
<br />2x8
<br />2x DETAIL
<br />2 1/4" DETAIL
<br />STAGGERED @ 12" 0'
<br />I
<br />3-1/41- DETAIL
<br />BUILDOUT
<br />OVER SIZE DOOR —WINDOW ROUGH OPENINGS
<br />SCALE: N.T.S.
<br />2x8 P.T. BUCK -CONNECT TO BLOCK
<br />W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN.
<br />EMBEDMENT INTO BLK.)
<br />1 X 4 FURRING
<br />BLOCK HEADER
<br />1/2" DRYWALL
<br />8d NAILS AT 8" O.C. AT BUCK
<br />2 x 8 45 A DIAGONAL (4) 10d NAILS INTO
<br />BRACE(S)
<br />7/16" OSB 2 x 8 BRACE/ BLKG.
<br />CUT HOLE IN O.S.B. FOR
<br />BUILT UP PLWD. BUCK ARCH PANEL
<br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA
<br />BACKSIDE TO FIT ARCH
<br />(4) 1 Od NAILS INTO 2 x 8
<br />CONNECT W/ 8d NAILS
<br />BRACE/ BLKG.
<br />KG. (FULL WIDTH OF WALL) BTWN. OSB
<br />ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8
<br />2 x 4 SOLID BL
<br />A —A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS ORTHRU
<br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
<br />ARCH DETAIL
<br />SCALE: N.T.S.
<br />�S
<br />R
<br />A
<br />INSTALL WDW. SCREW ANCHOR-1
<br />INTO ARCH BLKG. PER
<br />INSTALLATION DETAILS
<br />BLOCK HEADER
<br />1 X 4 FURRING
<br />8d NAILS @ 8" O.C. AT BUCK
<br />PROVIDE 2 x 8 DIAG. BRACE BT
<br />VERT. BRACES WHEN HGT, OF
<br />BRACE EXCEEDS 24"
<br />2 x 8 VERT. BRACE(S)
<br />BUILT UP PLWD, BUCK -
<br />SCRIBE (NOTCH) BACKSIDE
<br />TO FIT ARCH CONNECT W/
<br />8d NAILS
<br />INSTALL WDW, SCREW----'
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />1/4" MAX
<br />1
<br />SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. BUCK
<br />2 x 8 BUCK - CONNECT TO BLOCK
<br />VITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN.
<br />EMBEDMENT INTO
<br />14" MAX 2-011
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />BLKG, & BUCK
<br />2 x 8 VERT. W/ (2) 10d
<br />NAILS AT EA. END
<br />LEAVE A CUT OUT IN O.S.B. ON T
<br />INSIDE TO ALLOW FOR INSULATION
<br />TO BE INSTALLED
<br />7/16" OSB ARCH PANEL
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />EQUAL
<br />BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS
<br />THRU OSB INTO 2 x 8
<br />ARCH DETAIL
<br />rK
<br />SCALE: N.T.S.
<br />� �S
<br />0
<br />OSB ONT
<br />11 ATInN
<br />- SECTION
<br />A -A
<br />81,
<br />1/4" x 3 1/4" TAPCONS
<br />�—LEAVE A CUT OUT IN O.S.B. ON THE
<br />INSIDE TO ALLOW FOR INSULATION
<br />TO BE INSTALLED
<br />---2 x 8 45 DIAGONAL BRACE AT EA.
<br />FACE OF ARCH W/ (3) 1 Od NAILS
<br />AT EA. END
<br />PROVIDE TAPCON WITHIN
<br />4" MIN. OF BRACE
<br />START OF ARC
<br />4'MAX. RAD.
<br />SECTION
<br />B-B
<br />811
<br />PROVIDE (2) MIN.
<br />CONT. W/ (3)
<br />TAPCON AT EA, SIDE 12d NAILS
<br />BUCK - (1) WITHIN 4"
<br />MIN. OF START OF
<br />ARCH
<br />START OF ARC
<br />EQUAL TMAX. RAD,
<br />PROPER INSTALLATION MAX. 8"
<br />FILL SOLID
<br />BOTH CELLS
<br />#5 REBj
<br />(TYP)
<br />STD. 90'
<br />HO OK (I
<br />""
<br />t5
<br />L
<br />NOTCH WEB AT
<br />FIRST 2 COURSI
<br />-1APACITY = 805 # FOR 1 STRAP
<br />= 1610 # FOR 2 STRAPS
<br />1 PLY PRE-ENGINEERED TRUSS
<br />SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS
<br />SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
<br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
<br />SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)
<br />BOND BEAM OR CAST IN PLACE BEAM
<br />RETROFIT TRUSS DETAIL
<br />N.T.S.
<br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />IF TRUSSES USED) W/ (3) #6 X 4Y2" WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
<br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/
<br />MIN. 4" EMBEDMENT AT 16" O.C.
<br />12
<br />JACK TRUSS PROVIDED BY
<br />TRUSS COMPANY OR SEE
<br />PLAN
<br />2x6 #2 SYP @ 24" O.C.
<br />ROOF SHEATHING ATTACHED
<br />PER NAILING SCHEDULE
<br />(5) 12d NAILS S MPSON
<br />2X6 TO 2X4 H2.5A W/ (10)
<br />8d NAILS
<br />JACK TRUSS PROVIDED BY—/
<br />TRUSS COMPANY OR 2X4
<br />#2 SYP @ 24" O.C.
<br />00,
<br />4'-0" MAX SEE P[A—N
<br />2X4 SYP #2 CONT
<br />(MATCH TRUSS DEPTH —J
<br />NOTE:
<br />SHED ROOF ENDS TO BE
<br />GABLE ONLY, CORNERS
<br />SHALL NOT BE FRAMED AS
<br />HIP,
<br />DESIGNED ONLY FOR THE
<br />INSTALLATION OF SHINGLE
<br />AND METAL ROOF FINISH
<br />,
<br />IF TRUSSES USED) W/ (2) #6 X 4%" WOOD
<br />SCREWS @ 16" O.C. MAX, OR IF MASONRY
<br />WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
<br />O.C.
<br />SECTION @ ENTRY
<br />SCALE: 3/4" V-0"
<br />GLASS BLOCK INSTALLATION NOTES
<br />A)
<br />COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR.
<br />B)
<br />ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
<br />EXTENDS TO SILL.
<br />C)
<br />SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />MASONRY WALL. SEE PLAN FOR
<br />REINFORCING. PROVIDE LOWER
<br />D)
<br />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 />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
<br />EXPANSION STRIP
<br />EXPANS'O
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
<br />20 ga. PANEL
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
<br />ANCHOR
<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 />1/4.
<br />WIE'RE THIS CONDITION
<br />E)
<br />INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />9 ga. PANEL
<br />PEI
<br />PER ANCHOR)
<br />OCCURS
<br />#5 CONT. TOP & MID
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
<br />REINFORCING
<br />WITH MIN. 3" COVER 6-0"
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
<br />(EVERY OTHER
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
<br />COURSE)
<br />EXPANSION STRIP
<br />E
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />REINFORCING AS FOLLOWS:
<br />SEALANT
<br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW,
<br />k"-
<br />PRESS PANEL REINFORCING INTO PLACE.
<br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />6" MIN. LAP SPLICE W/
<br />REINFORCING PANEL
<br />SMOOTH. DO NO FURROW.
<br />F
<br />F)
<br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT
<br />�79'
<br />GRADE
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH,
<br />MIN I Alp"
<br />6" MIN. LAP
<br />1>
<br />G)
<br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />j.: �, 1+1, ",
<br />SPLICE
<br />CN
<br />REMAIN FREE OF MORTAR.
<br />NOTE:
<br />Cl)
<br />H)
<br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<br />SEE GLASS BLOCK INSTALLATION NOTES.
<br />C-4
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
<br />SEALANT
<br />LL_�
<br />SPACES, REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
<br />GLASS BLOCK DETAIL
<br />(2) #5 REBAR, (1 -STORY)
<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.)
<br />GLASS BLOCK SHALL BE INSTALLED PER THE
<br />FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
<br />16" MIN. (1-STORY) (3) #5 REBAR, (2-STORY)
<br />1)
<br />AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
<br />20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
<br />.40
<br />J)
<br />APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />SECTION AT DEEP MONO FOUNDATION
<br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />K)
<br />A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
<br />REV. 07.28.21 SCALE: 3/4" V-0"
<br />FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR
<br />INSTALLATION OF GLASS BLOCK.
<br />FILLED CELL PER
<br />FOUNDATION PLAN
<br />UNACCEPTABLE INSTALLTION
<br />DO NOT DO THIS
<br />�R
<br />*44*1
<br />- � %
<br />YP.)
<br />000
<br />THE
<br />S
<br />#5 REBAR (TYP)
<br />040
<br />TD. 90- HOOK (TYP.)
<br />4%
<br />FILLED CELL INSTALLATION
<br />SCALE: N.T.S.
<br />SEE ARCH PLAN AND
<br />PRE-ENG TRUSS DESIGN
<br />SEE NOTE I BELOW
<br />2x SUB FASCIA
<br />ALUM DRIP EDGE
<br />BRG WALL TYPE ALUM FASCIA
<br />PER PLAN 1-3/4" TRIM PAINTED
<br />SS NAIL W/ 5/16" HEAD
<br />F CHANNEL, _7� i I
<br />DIA. @ 24" O.C.
<br />FASTENED PER
<br />NOTE 2 BELOW L CONT VENTED OR SOLID SOFFIT
<br />DTO
<br />CONT 2X4 NAILE 2x BLOCKING NAILED TO TOP
<br />BLOCKING W/ 2-12d NAILS CHORD EVERY OTHER TRUSS
<br />W/ 3-12d NAILS, TYP.
<br />1 - G.C,/ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
<br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
<br />LISTED IN THE DESIGN CRITERIA ON SHEET SN.
<br />2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL
<br />PRODUCT APPROVAL) F CHANNEL FASTENED TO:
<br />CMU w/ T NAIL.097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT
<br />WOOD W/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND
<br />PATTERN
<br />SUB FASCIA W/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE
<br />STRUCTURAL SOFFIT
<br />SF01 SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS 7VITH SPANS
<br />REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER
<br />THE SOFFIT FL PA INSTALLATION CRITERIA
<br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS."
<br />ALL TYPE
<br />P
<br />IG W ER PLANj
<br />F EL
<br />T
<br />4
<br />+
<br />iy
<br />+
<br />+
<br />+ +
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />TRUSS
<br />2X4 SYP
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL-
<br />SCHED.
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />TRUSS AS SHOWN FOR O.H. UP TO 2-16"
<br />DOUBLE 2X4 SCAB FOR Z-113" TO 4'-0" O.H.
<br />(2) 10d NAILS @ 8" O.C.
<br />TO TRUSS TOP CHORD
<br />PLYWOOD SHEATHING
<br />BLOCKING AS
<br />REQUIREDTO
<br />+
<br />SUPPORT SOFFIT
<br />-,L T Vv,
<br />+
<br />+
<br />CENTER SOFFIT
<br />PRECAST LINTEL
<br />SEE ELEVATION
<br />FOR OVER HANG
<br />(MAX. 4'.0")
<br />SECTION @ ROOF EXTENSION M
<br />SCALE: 3/4" = V-0"
<br />SS
<br />Qr= CWC:r:T n) Alk1r)
<br />SIMPSON HTT4w/(l8) 10dX 1
<br />1/2" NAILS TO STUDS & (1) -
<br />5/8" DIA. ALL THREAD ROD
<br />EPDXIED W/ SIMPSON "SET"
<br />EPDXY MIN, 6" EMBEDMENT
<br />3" MIN. EDGE DISTANCE
<br />RETROFIT FOR MIS
<br />MSTAM STRAP
<br />SCALE
<br />Cr
<br />z
<br />0
<br />U)
<br /><
<br />U_
<br />0
<br />LU
<br /><
<br />U_
<br />@ FIRST COURSE
<br />41%
<br />H
<br />SS
<br />2"x BOT, PLATE W/ (2) 10d @ 6" O.C.
<br />3/4" PLYWOOD DECKING GLUED
<br />AND NAILED W/ 8d COMMON @
<br />6" O,C. EDGES AND 12" O.C. FIELD
<br />2X BOTTOM PLATE W1 8d @ 4"
<br />/—ATTACHED WALL SHEATHING TO
<br />O.C., 2 ROWS STAGGERED
<br />or-2x BAND JOIST W/ FACE NAIL 1 Od
<br />@ TOP & BTTM CHORD, AND (8)
<br />FACE NAILS 10d @ TRUSS VERT.
<br />WEB
<br />METAL SEAT PLATE
<br />NOTE:
<br />LAP SHEATHING TO
<br />TOM OF BAND
<br />BOT
<br />JOIST TYPICAL
<br />-SIMPSON HGAM10KTA @ 12" O.C.
<br />W/
<br />INTO BAND JOIST & (4) 1AN2 3/4"
<br />TITEN INTO K.O. BLOCK
<br />(4) 1/4xl 1/2" SDS SCREWS
<br />RETROFIT FOR MISSING EMBEDDED STRAP
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO
<br />FILL 1 st 4 COURSES
<br />SOLID W/GROUT
<br />A.
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS.
<br />4'�
<br />OVERHAN
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />FOR OVERHANGS BETWEEN 3/4" TO 11/2"
<br />I NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
<br />1-011
<br />1 1-01f 5
<br />SH
<br />SCALE: N.T.S.
<br />. .*
<br />A - b
<br />- -- ----
<br />A .
<br />I . . . .
<br />Is #5 BAR
<br />V CENTERED W/
<br />IN TOP 9
<br />7 7 V V 7., KNOCKOUT/ N
<br />A
<br />CHAIR BLOCK
<br />MONO FOOTING
<br />it . ...
<br />SIZE AND REINF. PER PLAN E
<br />AND SECTION DETAILS V
<br />CLEAN FILL
<br />DIRT
<br />ffTANDARD
<br />gor 00 9
<br />H K
<br />lit
<br />#5 BAR IN
<br />11 1 1
<br />L
<br />FILLED CEL
<br />L L L L
<br />V L If th - 4 L, V k,
<br />NG SIZE AND
<br />STEMWALL FOOTI
<br />REINF. PERLAN AND STEMWALL
<br />MONO TO STEMWALL FOOTING SECTION DETAILS
<br />SCALE: 3/4" V-0"
<br />NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT,
<br />CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
<br />EXISTING BOND BEAM.
<br />DRILL 3/4"x5" MIN. HOLE SET BAR IN
<br />EPDXY CAP TO PREVENT LEAKAGE
<br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
<br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2")
<br />#5x6'EMBEDDED INTO EXISTING BOND BEAM
<br />FILL CELL FULL HEIGHT W1
<br />NON SHRINK GROUT.
<br />#5x6'EMBEDDED INTO
<br />EXISTING FOOTING
<br />DRILL 3/4"x5" MIN. HOLE
<br />SET BAR IN EPDXY
<br />EXISTING FOOTING
<br />RETROFIT FILLED CELL DETAIL
<br />SCALE: N.T,S.
<br />(2) #5x6'1 CONC.
<br />FILLED CELL
<br />.......
<br />', %,
<br />4- SAW CUT
<br />SECTION
<br />SCALE: N.T.S.
<br />4"
<br />164
<br />V%j
<br />00
<br />0
<br />5
<br />CD
<br />cc
<br />r- C=
<br />.!a
<br />-.CC — C4
<br />=. -
<br />1-
<br />C� :=
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<br />E
<br />M
<br />0 vv tvj
<br />t-A C� F
<br />W
<br /><
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<br />0
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<br />L
<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 Florida Building Code -
<br />Residential 7th Edition. Engineers
<br />signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
<br />1 RIMIM
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<br />SHEET NO.
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