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<br />0.
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<br />x4 11 U
<br />DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER r-1x4
<br />1/2"DRYWALL
<br />F
<br />DOOR JAMB (REFER
<br />1x4 1/2" DRYWALL
<br />P T.
<br />P.T.
<br />TO PRODUCT
<br />TO PRODUCT
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />)N
<br />-
<br />(E71
<br />APPROVAL FOR CONN.
<br />x4
<br />)jlx4t"'
<br />APPROVAL FOR CONN.
<br />X 4
<br />E
<br />i�lo
<br />3-1/4" LONG X 3/16 3
<br />":,
<br />,
<br />[ x4 P.T
<br />FURRING
<br />3/16"0 X 3" LONG
<br />TAPCONS
<br />FURRING
<br />(2) ROWS 3/16" x 3-1/2"
<br />FURRING
<br />TAPCON. INTO
<br />STAGGERED @ 16"
<br />TAPCON @ 16" O.C. & 4"
<br />2X8
<br />L111X8
<br />BLOCK@ SPACING
<br />1"
<br />DETAIL
<br />O.C. 2-ROWS INTO
<br />1x8 P.T.
<br />FROM EACH ENDw/ MIN.
<br />2" EDGE DIST. ATTACH
<br />PER MANUFACTURr:
<br />MASONRYTHROUGH
<br />1-1/211 DETAIL
<br />1 x8 w/ (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 @ 16"
<br />TO PRODUCT
<br />O.C. & 4" FROM
<br />DOOR JAMB (REFER
<br />N.
<br />APPROVAL FOR CONN.
<br />1x4
<br />IIX4
<br />1 12" DI
<br />1/2" DRYWALL
<br />DOOR JAMB (REFER
<br />EACH END W/ MIN.
<br />TO PRODUCT
<br />F
<br />TO PRODUCT
<br />'EDGE DIS_
<br />2" EDGE DIST.
<br />APPROVAL FOR CONN.
<br />6"
<br />2x8 P.T. w/ (2) ROWS 3/16"
<br />�j
<br />APPROVAL FOR CONN.
<br />(2) ROWS 3/16" x 3-1/2"
<br />I
<br />i
<br />x 3-1/2" TAPCON @ 16"
<br />O.C. & 4" FROM EACH
<br />I*D
<br />1x4
<br />::
<br />TAPCON @ 16" O.C. &
<br />1
<br />END w/ MIN. 2" EDGE DIST.
<br />ST
<br />FURRINI
<br />4" FROM EACH END w/
<br />2x8 P.T.
<br />ATTACH SECOND PLY w/
<br />W/
<br />T Az 1:��:r
<br />2x P.T. AS REQ'D
<br />MIN. 2" EDGE DIST.
<br />(2) ROWS 10dx3"
<br />2x8
<br />2x DFTAII
<br />2 1/4,,
<br />nFTAII
<br />STAGGERED@ 12" O.C.
<br />3-1/4" DETAIL
<br />0 V E
<br />BUILDOUT 'y R 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" M IN.
<br />EMBEDMENT INTO BLK.)
<br />1 X4 FURRING
<br />BLOCK HEADER
<br />1/2" DRYWALL
<br />8d NAILS AT 8" O.C. AT BUCK
<br />A
<br />2 x 8 45 DIAGONAL (4) 10d NAILS INTO \ —
<br />BRACE(S) 2 x 8 BRACE/ BLKG.
<br />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 />I
<br />BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8
<br />CONNECT W1 8d NAILS BRACE/ BLKG.
<br />\\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8
<br />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 />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 />it
<br />SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK
<br />2'-0"
<br />2 x 8 BUCK - CONNECT TO BLOCK
<br />WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN.
<br />EMBEDMENT INTOI�.)
<br />/4" MAX
<br />2'-0"
<br />SOLID BLKG, AT TOP BTWN. ARCH
<br />BLKG. & BUCK
<br />2 x 8 VERT. W/ (2) 1 Od
<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 />=1=
<br />J__�
<br />'-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />EQUAL
<br />BTWN. OSB ARCH FACES W1 (4) 1 Od NAILS
<br />I -
<br />I THRU OSB INTO 2 x 8
<br />ARCH DETAIL
<br />B-B
<br />SCALE: N.T.S.
<br />�S
<br />B�ION Tinm
<br />11 AT
<br />SECTION
<br />A -A
<br />811
<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) 10d NAILS
<br />AT EA. END
<br />PROVIDE TAPCON WITHIN
<br />4" MIN. OF BRACE
<br />START OF ARC
<br />4'MAX. RAID.
<br />SECTION
<br />B-B
<br />8"
<br />EQUAL
<br />PROVIDE 2
<br />PROVIDE (2) MIN.
<br />TAPCON AT EA. SIDE
<br />CONT. W/ (3)
<br />12d NAILS
<br />BUCK - (1) WITHIN 4"
<br />MIN. OF START OF
<br />ARCH
<br />START OF ARC
<br />Al RAA'6/ MAM
<br />PROPER INSTALLATION MAX. 8"
<br />FILL SOLID
<br />BOTH CELLS
<br />#5 REBj
<br />(TYR)
<br />STD. 90,
<br />HOOK (I
<br />- - �/[
<br />lt___
<br />L11
<br />71
<br />-
<br />±51-
<br />-
<br />— NOTCH WEB AT
<br />L\ FIRST 2 COURSI
<br />......
<br />,APACITY 805 # FOR 1 STRAP
<br />1610 # FOR 2 STRAPS
<br />1 PLY PRE-ENGINEERED TRUSS
<br />SIMPSON HM9KT wl (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 />SEE
<br />TRUSS COMPANY OR PLAN
<br />2x6 #2 SYP @ 24" O.C.
<br />ROOF SHEATHING ATTACHED
<br />PER NAILING SCHEDULE
<br />SIM SON
<br />(5) 12d NAILS H2.5A W/ (110)
<br />2X6 TO 2X4
<br />8d NAILS
<br />-
<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 />12
<br />P
<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 SHINGLE
<br />AND METAL ROOF FINISH
<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 />D)
<br />SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8�. PLUS OR MINUS
<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 />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 />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
<br />1/4" EXPANSION BOLT (2
<br />E)
<br />INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />9 ga. PANEL
<br />PER ANCHOR)
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
<br />REINFORCING
<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 />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 />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 />11:.,:.�X.i_,�,
<br />b-
<br />REINFORCING PANEL
<br />SMOOTH. DO NO FURROW.
<br />''i
<br />. . . . . . . . . . . . . . . . . . . . . . . .
<br />ct.. ., �,
<br />". _!,
<br />F)
<br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />. .
<br />q
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />6" MIN. LAP
<br />G)
<br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />n
<br />SPLICE
<br />REMAIN FREE OF MORTAR.
<br />NOTE:
<br />H)
<br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<br />SEE GLASS BLOCK INSTALLATION NOTES.
<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 />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 R160
<br />1)
<br />AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
<br />J)
<br />APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />MANUFACTURIER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />K)
<br />A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING.
<br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
<br />INSTALLATION OF GLASS BLOCK.
<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 />I\. �s
<br />L
<br />MASONRY WALL. SEE PLAN FOR
<br />REINFORCING. PROVIDE LOWER
<br />HOOKED DOWEL
<br />W W M AT PERIMETER
<br />WHERE THIS CONDITION
<br />OCCURS
<br />#5 CONT. TOP & MID
<br />WITH MIN. 3" COVER 6-10"
<br />/f-F
<br />!:� A - to -er—b—
<br />k,
<br />t.
<br />— — —
<br />GRADE t-,
<br />C\1
<br />CIO
<br />(2) #5 REBAR. (11 -STORY)
<br />16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY)
<br />20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
<br />J0
<br />SECTION AT DEEP MONO FOUNDATION
<br />REV. 07.28.21 SCALE: 3/4" V-0"
<br />FILLED CELL PER
<br />FOUNDATION PLAN
<br />UNACCEPTABLE INSTALLTION
<br />DO NOT DO THIS.
<br />#40**
<br />�R
<br />4%
<br />YP.)
<br />400
<br />FHE
<br />�S
<br />FILLED CELL INSTALLATION
<br />SEE ARCH PLAN AND
<br />PRE-ENG TRUSS DESIGN
<br />OCC Kin-rC -11 DEN n%A1
<br />BRG WALL TYPE
<br />PER PLAN
<br />2X2 #2 P.T, MIN,
<br />FASTENED PER NOTE__]___,
<br />2 BELOW
<br />CONT 2X4 NAILED TO
<br />BLOCKING W/ 2-12d NAILS
<br />00
<br />###
<br />#5 REBAR (TYP,)
<br />#
<br />1TD. 90- HOOK (TYP.)
<br />SCALE: N.T.S.
<br />ALUM DRIP EDGE
<br />2x SUB FASCIA
<br />CONT VENTED OR SOLID SOFFIT
<br />2x BLOCKING 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 SIM.
<br />2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO:
<br />CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/
<br />MIN. 1" EMBEDMENT @ 16" O.C.)
<br />WOOD w/ 0. 1 48"x 3 1/4" @ 16" 0. C.
<br />3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE
<br />STRUCTURAL SOFFIT
<br />SF01 SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS 71'-4"
<br />REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4"
<br />FOR VINYL SOFFITS > V-0" SHALL HAVE MID
<br />MID BLOCKING NOT REQUIRED
<br />BLOCKING PER R704.2.1
<br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
<br />0
<br />+
<br />4
<br />+ +
<br />+
<br />+
<br />+ +
<br />+
<br />+
<br />+
<br />+
<br />+
<br />f7
<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 Z-16"
<br />DOUBLE 2X4 SCAB FOR 2'-6" TO 4'4' O.H.
<br />(2) 1 Od 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 />CENTER SOFFIT
<br />PRECAST LINTEL
<br />SEE ELEVATION
<br />__N
<br />FOR OVER HANG
<br />(MAX 4'0")
<br />SECTION @ ROOF EXTEN ON
<br />SI, - ill
<br />SCALE: 3/4" V-0"
<br />Ss 7
<br />(ZPP (ZPPPT M Amn
<br />SIMPSON HTT4 W/ (18) 1 Od 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 />>_
<br />0
<br /><
<br />M
<br />U_
<br />0
<br />LLj
<br />Q
<br /><
<br />U_
<br /><
<br />@ FIRST COURSE
<br />H
<br />Ss
<br />2"x BOT. PLATE W/ (2) 1 Od @ 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 />I -
<br />/—ATTACHED WALL SHEATHING TO
<br />2X BOTTOM PLATE W1 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 />JOIST TYPICAL
<br />SIMPSON HGAM 1 OKTA @ 12" O.C.
<br />/
<br />4
<br />11/411/2" SDS SCREWS
<br />INTO BAND JOIST & (4) 1/4"x2 3/4"
<br />TITEN INTO K.O. BLOCK
<br />tL_1
<br />RETROFIT FOR MISSING EMBEDDED STRAP
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S
<br />FILL 1st4 COURSES
<br />SOLID W/GROUT
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS.�.
<br />I
<br />OVERHAN
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQD.
<br />11-011 51-011
<br />NISH
<br />.
<br />P
<br />#5 BAR
<br />'1011
<br />J. _&L CENTERED W/
<br />0 IN TOP
<br />A C?
<br />1 1 '** KNOCKOUT/ N
<br />=.. I
<br />CK
<br />CHAIR BLO
<br />kv r2
<br />MONO FOOTING
<br />SIZE AND REINF. PER PLAN
<br />LK b7i
<br />AND SECTION DETAILS
<br />CLEAN FILL
<br />DIRT
<br />STANDARD C:)
<br />99 HOOK
<br />#5 BAR IN
<br />FILLED CELL
<br />L 1,
<br />L L. N L, IV
<br />L
<br />Sk
<br />STEMWALL FOOTING SIZE AND
<br />REINF. PERLAN AND STEMWALL
<br />MONO TO STEMWALL FOOTING
<br />SECTION DETAILS
<br />SCALE: 3/4" V-0"
<br />)TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC
<br />)NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
<br />EXISTING BOND BEAM.
<br />DRILL 3/4"x5i" 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"xS' MIN. HOLE
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<br />SCALE: N.T.S.
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<br />SCALE: N.T.S.
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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
<br />Florida Building Code -
<br />Residential 7th Edition. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages beanng
<br />Engineei's signature and seal,
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