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<br />1/4" MAX
<br />7
<br />SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK
<br />DOOR JAMB (REFER 1X4 12" DRYWALL
<br />"T.
<br />DOOR JAMB (REFER
<br />1x4 F1/2" DRYWALL
<br />DOOR JAMB (REFER
<br />TO PRODUCT
<br />F-1 x4 F1/2" DRYWALL
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />P.T .
<br />P
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />x4
<br />APPROVAL FOR CONN.
<br />X4
<br />11 E
<br />x4 P.T.
<br />3/16"0 X 3" LONG
<br />E
<br />FURRING
<br />3*N.
<br />3-1/4" LONG X 3/16110
<br />E FURRING
<br />TAPCONS
<br />, 1 FURRING
<br />(2) ROWS 3/16" x 3-1/2"
<br />L11X8
<br />TAPCON. INTO
<br />STAGGERED @ 16"
<br />TAPCON @ 16" O.C. & 4' 1
<br />2X8
<br />BLOCK@ SPACING 1-1
<br />DETAIL
<br />O.C. 2-ROWS INTO
<br />1x8 P.T.
<br />FROM EACH END w/ MIN.
<br />2" EDGE DIST. ATTACH
<br />PER MANUFACTURE
<br />MASONRYTHROUGH
<br />1-1/211 DETAIL
<br />1x8 w/ (2) ROWS 8d NALS
<br />3" DETAIL
<br />1 x4 P.T. & 1 x8 P.T.
<br />STAGGERED @ 12" O.C.
<br />3/16" x 3 -1/2"
<br />1X4 P.T.
<br />DOOR JAMB (REFER
<br />TAPCON @ 16"
<br />TO PRODUCT
<br />O.C. & 4" FROM
<br />DOOR JAMB (REFER
<br />APPROVAL FOR CONN.
<br />N.
<br />112" DI
<br />1 x4 1/2" DRYWALL
<br />1 X4
<br />DOOR JAMB (REFER
<br />EACH END W/ MIN.
<br />TO PRODUCT
<br />F
<br />TO PRODUCT
<br />2" EDGE DIST.
<br />APPROVAL FOR CONN.
<br />1 6
<br />2x8 P.T. w/ (2) ROWS 3/16"
<br />APPROVAL FOR CONN.
<br />(2) ROWS 3/16" x 3-1/2"
<br />0
<br />x3 -1/2" TAPCON @ 16"
<br />O.C. & 4" FROM EACH
<br />1x4
<br />1:1
<br />TAPCON @ 16" O.C. &
<br />L
<br />END w/ MIN. 2" EDGE DIST.
<br />DIST,
<br />FURRIN(
<br />4" FROM EACH END w/
<br />2x8 P.T.
<br />W1
<br />ATTACH SECOND PLY w/
<br />L 2x P.T. AS REQ-D
<br />MIN. 2" EDGE DIST.
<br />(2) ROWS 10dx3"
<br />2x8
<br />2x DETAIL
<br />2 1/4"
<br />DETAIL
<br />STAGGERED @ 12" 0'
<br />3-1/4" DETAIL
<br />BUILDOUT
<br />OVER SIZE DOOR -WINDOW ROUGH OPENINGSrCC
<br />SCALE: N.T.S.
<br />"ii,,
<br />Ss
<br />2x8 P.T. BUCK -CONNECT TO BLOCK
<br />W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" M IN.
<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^ DIAGONAL (4)lOdNAILSINTO
<br />2 x 8 BRACE/ BLKG.
<br />BRACE(S) 7/16" OSB
<br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA
<br />BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8
<br />CONNECT W/ 8d NAILS BRACE/ BLKG,
<br />\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />INSTALL WDW. SCREW ANCHO
<br />INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
<br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
<br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
<br />ARCH DETAIL
<br />SCALE: N.T.S.
<br />7A
<br />RN
<br />2 x 8 BUCK - CONNECT TO BLOCK
<br />2'-0"
<br />SECTION
<br />A -A
<br />8"
<br />WITH
<br />1/4" x 3 1/4" TAPCON (1 1/4" MIN.
<br />EMBEDMENT INTO K.)
<br />/4" MAX
<br />2'-0"
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />1 X 4 FURRING
<br />BLKG. & BUCK
<br />8d NAILS @ 8 O.C. AT BUCK
<br />2 x 8 VERT. W/ (2) 10d
<br />PROVIDE 2 x 8 DIAG. BRACE B
<br />NAILS AT EA. END
<br />VERT. BRACES WHEN HGT. OF
<br />BRACE EXCEEDS 24"
<br />LEAVE A CUT OUT IN O.S.B. ON T
<br />OSB ON T
<br />2 x 8 VERT. BRACE(S)
<br />1��ULATION
<br />INSIDE TO ALLOW FOR INSULATION
<br />TO BE INSTALLED
<br />BUILT UP PLWD. BUCK -
<br />SCRIBE (NOTCH) BACKSIDE
<br />7/16" OSB ARCH PANEL
<br />TO FIT ARCH CONNECT W/
<br />8d NAILS
<br />X4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />__'-2
<br />INSTALL WDW, SCREW--�_�
<br />ANCHOR INTO ARCH BLKG.
<br />BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL
<br />THRU OSB INTO 2 x 8
<br />PER INSTALLATION DETAILS
<br />B -B
<br />ARCH DETAIL rK
<br />SCALE: N.T.S.
<br />�s
<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 DrAGONAL 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 />PROVIDE 2x
<br />PROVIDE (2) MIN. CONT. W/ (3)
<br />12d NAILS
<br />TAPCON AT EA. SIDE
<br />BUCK - (1) WITHIN 4"
<br />MIN. OF START OF
<br />ARCH
<br />START OF ARC
<br />I I 4'MAX. RAID.
<br />EQUAL
<br />MAX. 8"
<br />PROPER INSTALLATION
<br />FILLSOLID
<br />BOTH CELLS
<br />#5 REBd
<br />(TYP,)
<br />STD. 90'
<br />HOOK (I
<br />±5"
<br />\—NOTCH WEB AT
<br />FIRST 2 COURSI
<br />APACITY = 805 # FOR 1 STRAP
<br />= 1610 # FOR 2 STRAPS
<br />1 PLY PRE-ENGINEERED TRUSS
<br />SIMPSON HM9KT W/ (4) 1/4"X1 1/2" SIDS
<br />SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
<br />IS2 PLY INSTALL SIMPSON LGT2w/(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 4Y�" 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 SEE
<br />TRUSS COMPANY OR PLAN
<br />2x6 #2 SYP @ 24" O.C.
<br />ROOF SHEATHING ATTACHED
<br />PER NAILING SCHEDULE
<br />(5) 12d NAILS SIMPSON
<br />H2.5A W/ (10)
<br />2X6 TO 2X4
<br />8d NAILS
<br />A OR
<br />L
<br />24 C
<br />0'
<br />I ING A17ACHED
<br />'CHEDU LE
<br />NOTE:
<br />SHED ROOF ENDS TO BE
<br />GABLE ONLY, CORNERS
<br />SHALL NOT BE FRAMED AS
<br />DESIGNED ONLY FOR THE
<br />HIP.
<br />INSTALLATION OF SHINUI-r-
<br />AND METAL ROOF FINISH
<br />JACK TRUSS PROVIDED BY--/
<br />TRUSS COMPANY OR 2X4
<br />#2 SYP @ 24" O.C.
<br />4'-0" MAX SEE PLAN
<br />2X4 SYP #2 CONT
<br />(MATCH TRUSS DEPTH
<br />.
<br />IF TRUSSES USED) W/ (2) #6 X 4Y2" 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 />1\ �s
<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" OWN". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
<br />EXPANSION STRIP
<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 />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<br />ANCHOR
<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 />E)
<br />INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />9 ga. PANEL PER ANCHOR)
<br />— OCCURS
<br />#5 CONT. TO P&MID — —
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
<br />REINFORCING
<br />WITH MIN. 3" COVER — —
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
<br />(EVERY OTHER
<br />— — 6-0"
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
<br />COURSE) EXPANSION STRIP
<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 />40
<br />REINFORCING AS FOLLOWS:
<br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />SEALANT
<br />PRESS PANEL REINFORCING INTO PLACE.
<br />6" MIN. LAP SPLICE W/
<br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />REINFORCING PANEL
<br />— I
<br />SMOOTH. DO NO FURROW.
<br />I M 11 I
<br />=1 1 7
<br />F)
<br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />GRADE
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />6" MIN. LAP
<br />'s
<br />G)
<br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />SPLICE
<br />C\1 A.-
<br />I?
<br />REMAIN FREE OF MORTAR.
<br />NOTE:
<br />CO
<br />H)
<br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<br />SEE GLASS BLOCK INSTALLATION NOTES.
<br />04
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
<br />SEALANT
<br />SPACES, REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
<br />GLASS BLOCK DETAIL
<br />.1
<br />(2) 45 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 FLORIDA BUILDING CODE RESIDENTIAL SECTION R1 60
<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 />J0 -7r
<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 MAYBE INSTALLED IN ANY OPENING.
<br />REV. 07,28.21 SCALE: 3/4" V-0"
<br />FOR WIND SPEEDS UPTO 110 MPW, PER PITTSBURG CORNING RECOMMENDATIONS FOR
<br />INSTALLATION OF GLASS BLOCK.
<br />L FILLED CELL PER
<br />FOUNDATION PLAN
<br />kR
<br />YP.)
<br />rHE
<br />�S
<br />UNACCEPTABLE INSTALLTION
<br />DO NOT DO THIS
<br /># #
<br />#5 REBAR (TYP,)
<br />*�TD. 90- HOOK (TYP.)
<br />FILLED CELL INSTALLATION
<br />SCALE: N.T.S.
<br />SEE ARCH PLAN AND
<br />PRE-ENG TRUSS DESIGN
<br />SEE NOTE 1 BELOW
<br />BRG WALL TYPE
<br />PER PLAN
<br />F CHANNEL,
<br />R
<br />FASTENED PE
<br />NOTE 2 BELOW---V--L
<br />CONT 2x4 NAILED TO
<br />BLOCKING W1 2-12d NAILS
<br />2x SUB FASCIA
<br />ALUM DRIP EDGE
<br />ALUM FASCIA
<br />1-3/4 RIM PAINTED
<br />SS NAIL W/ 5/16" HEAD
<br />DIA. @ 24" O.C.
<br />L CONT VENTED OR SOLID SOFFIT
<br />LOCKING NAILED TO TOP
<br />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 SIN,
<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"XI/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
<br />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 />& SC
<br />R E
<br />+ 4
<br />+ +
<br />+ f-7
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />TRUSS
<br />2X4 SYP
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL-
<br />SCHEID.
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
<br />DOUBLE 2X4 SCAB FOR Z-13" TO 4'-0" O.H.
<br />(2) 10d NAILS @ 8" O.C.
<br />TO TRUSS TOP CHORD
<br />PLYWOOD SHEATHING
<br />BLOCKING AS
<br />+
<br />REQUIRED TO
<br />+
<br />SUPPORT SOFFIT
<br />+
<br />"L, Vvk
<br />+
<br />++
<br />-
<br />ENTER SOFFIT
<br />PRECAST LINTEL
<br />SEE ELEVATION
<br />FOR OVER HANG
<br />(MAX. 4'-0")
<br />SECTION @ ROOF EXTENSION
<br />rM
<br />SCALE: 3/4" = V-0"
<br />SS
<br />(Zr-P (ZWPPT n,) Amn
<br />SIMPSON HTT4 W/ (18) 10d x 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 8
<br />3" MIN. EDGE DISTANCE
<br />RETROFIT FOR MIS
<br />MSTAM STRAP
<br />SCALE: 3, -
<br />z
<br />0
<br />U)
<br />U_
<br />o
<br />LU
<br />0
<br /><
<br />U_
<br />0
<br />M
<br />U)
<br />J3 @ FIRST COURSE
<br />4P#
<br />H
<br />SS
<br />2"x BOT. PLATE W1 (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 />ATTACHED WALL SHEATHING TO
<br />2X BOTTOM PLATE W/ 8d @ 4"
<br />O.C., 2 ROWS STAGGERED
<br />---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 />BOTTOM OF BAND
<br />SIMPSON HGAM10KTA @ 12" O.C.
<br />L -1 w/ (4) 114x1 1/2" SDS SCREWS
<br />INTO BAND JOIST & (4) 1/4"x2 3/4"
<br />TITEN INTO K.O. BLOCK
<br />L
<br />RETROFIT FOR MISSING EMBEDDED STRAP
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO
<br />FILL 1 st 4 COURSES
<br />SOLID WIGROUT
<br />. is
<br />FOR OVERHANGS BETWEEN OVER 1
<br />OR
<br />CONTACT ENGINEER OF RECORD F1/2"
<br />FURTHER INSTRUCTIONS.
<br />4
<br />OVERHANG�
<br />RETROFIT WALL OVERHANG DETAIL (NTS
<br />FOR OVERHANGS BETWEEN 3/4" TO 1 112"
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
<br />11-011 51-011
<br />NISH
<br />SCALE: N.T.S.
<br />A
<br />b It.
<br />A
<br />A*
<br />4
<br />CENTERED W/
<br />V
<br />IN TOP
<br />C)
<br />01 - '. , A
<br />11 1 V, . ' . KNOCKOUT/
<br />CHAIR BLOCK
<br />%
<br />MONO FOOTING A
<br />SIZE AND REINF. PER PLAN ?
<br />AND SECTION DETAILS
<br />CLEAN FILL .01 A,
<br />DIRT
<br />STANDARD
<br />CD
<br />gor 00
<br />H K
<br />#5 BAR IN
<br />FILLED CEL
<br />61' L
<br />%
<br />j 2
<br />L
<br />""V,
<br />REINF. PERLAN AND STEMWALL
<br />STEMWALL FOOTING SIZE AND
<br />MONO TO STEMWALL FOOTING
<br />SECTION DETAILS
<br />SCALE: 3/4" V-10"
<br />DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC'
<br />DNTACT 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 W/
<br />NON SHRINK GROUT.
<br />#5x6'EMBEDDED INTO
<br />EXISTING FOOTING
<br />DRILL 3/4"x5" MIN. HOLE
<br />SET BAR IN EPDXY
<br />In% IKI ^--
<br />SAW CUT
<br />1
<br />SECTION
<br />EXISTING FOOTING
<br />SCALE: N.T.S.
<br />RETROFIT FILLED CELL DETAIL
<br />SCALE: N.T.S.
<br />C"
<br />Cj
<br />C"
<br />0
<br />_=
<br />C2_
<br />C",
<br />C�.4
<br />>
<br />LA_
<br />C=
<br />9
<br />C4
<br />(n
<br />= E
<br />2 0
<br />0- 0
<br />-
<br />12
<br />?,Owtv
<br />***ASE
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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 2020 Florida Building Code -
<br />Residential 7th Edition. Engineers signature and seal is only
<br />for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
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<br />JOB
<br />NO 23-04725-04730
<br />SCALE AS NOTED
<br />SHEET NO.
<br />SS
<br />I F I dF F_,_T__M- J TU I I fi hi 1.1 t '11 116, K 0 It T
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