|
DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER
<br />P.T. TO PRODUCT
<br />1x4
<br />1/2" DRYWALL
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />APPROVAL FOR CONN.
<br />1x4
<br />3-1/4" LONG X 3/16"0
<br />1x4 P.T.
<br />FURRING TAP ONS LONG
<br />FURRING
<br />TAPCON. INTO
<br />STAGGERED @ 16"
<br />1x8 P.T.
<br />BLOCK@ SPACING „
<br />1
<br />DETAIL
<br />O.C. 2-ROWS INTO
<br />PER MANUFACTURE
<br />MASONRY THROUGH
<br />��
<br />1-1 /2 DETAIL
<br />1x4 P.T. & 1x8 P.T.
<br />DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />1X4
<br />(2) ROWS 3/16" x 3-1/2"
<br />FURRING
<br />TAPCON @ 16" O.C. & 4" 2X8
<br />FROM EACH END w/ MIN. 1X8
<br />2" EDGE DIST. ATTACH
<br />1x8 w/ (2) ROWS 8d NALS 3" DETAI L
<br />STAGGERED @ 12" O.C.
<br />3/� 6" x 3 -112"
<br />1x4 P.T.
<br />DOOR JAMB (REFER
<br />TAPCON @ 16"
<br />TO PRODUCT
<br />O.L. & 4" FROM
<br />DOOR JAMB (REFER
<br />APPROVAL FOR CONN. 1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER EACH END W/MIN
<br />TO PRODUCT
<br />TO PRODUCT 2" EDGE DIST.
<br />APPROVAL FOR CONN.
<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 1x4
<br />TAPCON @ 16" O.C. &
<br />END w/MIN. 2" EDGE DIST. FURRIN
<br />4" FROM EACH END w/ 2x8 P.T.
<br />ATTACH SECOND PLY w/
<br />2x P.T. PS REQ'D
<br />MIN. 2" EDGE DIST.
<br />(2) ROWS 10dx3" 2x8
<br />2 DETAIL
<br />21 /4" DETAIL
<br />STAGGERED @ 12" o.C. �_-1 id�� nFTo I I
<br />X
<br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC
<br />SCALE: N.T.S. SS
<br />1 /4" MAX _
<br />��
<br />* SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. &BUCK —�
<br />2x8 P.T. BUCK -CONNECT TO BLOCK
<br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN.
<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 />2 x 8 45" DIAGONAL (4) 10d NAILS INTO
<br />BRACES) 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 />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8
<br />CONNECT W/ 8d NAILS BRACE/BLKG.
<br />INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<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- I/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
<br />ARCH DETAIL J
<br />SCALE: N.T.S. SS
<br />►SECTION
<br />A -A
<br />8"
<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 DIAAGONAL 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. RAD.
<br />2
<br />x 8 BUCK -CONNECT TO BLOCK SECTION
<br />-
<br />WITH
<br />1/4" x 31/4" TAPCON (1 1/4" MIN. B-B
<br />�1/4" MAX EMBEDMENT INTO K.)
<br />2'-0" pu
<br />O
<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 BT
<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 />2 x 8 VERT. BRACES)
<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 />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />INSTALL WDW, SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL _
<br />THRU OSB INTO 2 x 8
<br />PER INSTALLATION DETAILS
<br />B-B
<br />ARCH DETAIL �(
<br />SCALE: N.T.S. SS
<br />PROVIDE 2x
<br />PROVIDE (2) MIN. 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 />4' MAX. RAD.
<br />PROPER INSTALLATION Mom' $
<br />FILL SOLID
<br />BOTH CELLS
<br />#5 REB�
<br />(TYP,)
<br />STD. 90'
<br />HOOK (1
<br />+5"
<br />NOTCH WEB AT
<br />FIRST 2 COURSI
<br />' "' '�- CAPACITY = 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"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 4'/s" 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 i
<br />TRUSS COMPANY OR PLAN
<br />2x6 #2 SYP @ 24" O.C.
<br />ROOF SHEATHING ATTACHED �
<br />PER NAILING SCHEDULE ALL
<br />(5) 12d NAILS SIMPSON �
<br />2X6 TO 2X4 H2.5A w/ (10)
<br />8d NAILS
<br />i
<br />JACK TRUSS PROVIDED BY /
<br />TRUSS COMPANY OR 2x4
<br />#2 SYP @ 24" O.C. �
<br />4'-0" MAX SEE PLAN
<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 />GLASS BLOCK INSTALLATION NOTES
<br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
<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 />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />D) 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) 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 />-':;'';�;`::^�::�
<br />SEALANT
<br />* PRESS PANEL REINFORCING INTO PLACE.
<br />�:..,;;
<br />��,.:..='�;;.>,�''
<br />.,�
<br />,'��.-`,;.�,
<br />:::^'�;..,. 6 MIN. LAP SPLICE W/
<br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />REINFORCING PANEL
<br />SMOOTH. DO NO FURROW.
<br />-
<br />� � = �� :��'
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />".°.'4`.,.,� � 6" MIN. LAP
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />+ ° �'�"��s�
<br />SPLICE
<br />REMAIN FREE OF MORTAR.
<br />NOTE:
<br />H) 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 />I) 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) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
<br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
<br />INSTALLATION OF GLASS BLOCK.
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH �
<br />IF TRUSSES USED) W/ (2) #6 X 4%2' 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 L
<br />SCALE: 3/4" = 1'-0" SS
<br />MASONRY WALL. SEE PLAN FOR
<br />REINFORCING. PROVIDE LOWER
<br />HOOKED DOWEL
<br />W.W.M. AT PERIMETER
<br />(1) #5 BARS CONT. WHERE THIS CONDITION
<br />TOP WITH MIN. 3" OCCURS
<br />COVER 6'-0"
<br />F.F.
<br />°.
<br />X D
<br />D D — — — — —
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<br />GRADE D. .. D D �I I I„I I -
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<br />(2) #5 REBAR. MIN. 3"
<br />16"MIN.. COVER EA. WAY
<br />SECTION AT DEEP MONO FOUNDATION
<br />SCALE: 3/4" = 1'-0"
<br />`— FILLED CELL PER
<br />FOUNDATION PLAN
<br />�R
<br />YP.)
<br />fHE
<br />!S
<br />I IAIA!''/'`CDTAQI C IAICTAI I T1r1Al
<br />FILLED CELL INSTALLATION H
<br />SCALE: N.T.S. �+C
<br />�- � SEE ARr'H FL.AhJ �tiND
<br />- PR+''E-Er�liW 3`RLS','� DIWSIGN
<br />-�" "`- SE'E NOTE ". 'BELO''4�1
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<br />PER PLANT I I ``-'' � 1 3/�� F I �iT�
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<br />ITF2BFI.�W...___Ir.. �,I _..1- C�sNTVENEDOR�_3L�_ ._ :, �;T
<br />CtDNT � FAILED TOE 18Lr.I� I°�ING NAlLI=D TCm T01'
<br />BLKN� K+1 �-_mod NAILS' �°�I CN�tD E' �' c7TF-�f� TRts�'=:
<br />1. �.C..1 B'U[LDER TC3 � ERIFYrROVII�E SOFFIT MATERIAL SPAN CAPACIT -� `_° .I
<br />THE DES�:�N PP`SSURES SPI=01FlED FOI�s COMPteiNENTS At3D Cl:m; !�`.._4 _Y '
<br />LISTED III' TFIE DESIGN CR1TERiA O�� I^1EE'� FJ.
<br />F�-=R �"aFF-T ATTACHMEi�IT Ai` i�JALI_ (P!ER �.LPHA ALI�F� il�c F�# 16,4 � _ `' } _
<br />��OC�UCTAPPR07�`AI_j F C'HdNEL FASTED T':�:
<br />cr�Ll v�/ T NAIL �Oa,� D�,� { �4� � �: . ���/ �� � � �w�I�liN. EBEDd�tEI�IT �
<br />�JOD �Ls" ('3), � A. �4'x'�Ir"4" Ct�OWI°� TPLLES �;�,� �1AX. O.C. IN s:: � � � .:4-
<br />PAT�Ie� :N
<br />- SUB FASCIA Tr GA. S'4"x1�4" ��RC_�WN, ST�API E FAt"IH �RC10'Y
<br />. ,,. ..._.. .., _ - _. � , ... _ T .... .._ .__. _....,... _-_.. ...._......� - ,
<br />��� STR�CTDRA� �O�FIT
<br />SC.AL'E� 9t4� -1`-0" {"*') FOi ALUI'NUG' Sa,�FFBT h�IT� � ' � � .
<br />FEE '_ �9.23.�021 �- .1'-4", II'�STALL ��ICI SPAN 6LCiC� f
<br />THE `3�FFI'T FI` IAA RNSTALLATIQA =�'fTF .,,�..,
<br />.REFER T'� THE P'll'�C�U"T ,Y4PI'�t�+1AAC II"�C71R 11�i�TA,I.'I_A'IFI�N D!t"rAIL'S,
<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 2'-6" TO 4'-0" O.H.
<br />X O�FRygN (TO TRUSSI OP CHORD
<br />+ + C��O'TN PLYWOOD SHEATHING.
<br />+ +
<br />+ +
<br />+ + BLOCKING AS
<br />+ REQUIRED
<br />TRUSS TO SUPPORT
<br />+ SOFFIT
<br />+ +
<br />2X4 SYP � ® +
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL
<br />SCHED.
<br />/
<br />CENTER SOFFIT
<br />PRECAST LINTEL �//
<br />SEE ELEVATION
<br />2X2 #2 P.T. MIN.
<br />FOR OVER HANG
<br />W/J-CHANNEL SECURED
<br />(MAX. 4'-0")
<br />@24" O.C. FASTENED TO
<br />CMU W/ 3" LONG T-NAILS @
<br />24" O.C.
<br />SECTION aC� ROOF EXTENSION M
<br />SCALE: 3/4" =1'-0"
<br />SS
<br />SIMPSON HTT4 w/ (18) 10d x 1
<br />��
<br />1/2 NAILS TO STUDS & 1 -
<br />()
<br />5/8 DIA. ALL THREAD ROD
<br />EPDXIED w/ SIMPSON "SET"
<br />EPDXY MIN. 6" EMBEDMENT F
<br />3" MIN. EDGE DISTANCE
<br />RETROFIT FOR MIS
<br />MSTAM STRAP
<br />oral F• �/a
<br />e�� cu��T n� nnm
<br />o:
<br />z
<br />0
<br />0
<br />LLJ
<br />Q
<br />U
<br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C.
<br />3/4" PLYWOOD DECKING GLUED
<br />ATTACHED WALL SHEATHING TO
<br />AND NAILED W/ 8d COMMON @
<br />2X BOTTOM PLATE W/ Sd @ 4"
<br />6" O.C. EDGES AND 12" O.C. FIELD
<br />O.C., 2 ROWS STAGGERED
<br />2x BAND JOIST W/ FACE NAIL 10d
<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 HGAMIOKTA @ 12" O.C.
<br />w/ (4) 1/4x1 1/2"SDS SCREWS
<br />INTO BAND JOIST & (4) 1/4"x2 3/4"
<br />TITEN INTO K.O. BLOCK
<br />RETROFIT FOR MISSING
<br />EMBEDDED STRAP
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
<br />FILL 1st 4 COURSES
<br />SOLID W/GROUT
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS. • "
<br />• .d .
<br />OVERRAN ��
<br />�'
<br />,; ..
<br />a.
<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 REO'D.
<br />1'-0" 5'-0"
<br />I WISH FLO
<br />. .. �..
<br />> D � � D �.�
<br />°
<br />° D #5 BAR
<br />�D D. a' .�D p � 4�
<br />D 10" o ° CENTERED W/ �
<br />90` H D
<br />D .. °D IN TOP o
<br />° D 13 ,' KNOCKOUT / c�
<br />—� — — o
<br />° � CHAIR BLOCK
<br />MONO FOOTING _—_ D
<br />SIZE AND REINF. PER PLAN I — °D ° D °
<br />°
<br />AND SECTION DETAILS -I'
<br />JI °
<br />CLEAN FILL D °. D
<br />DIRT 6 z
<br />° STANDARD o
<br />P ° 90° HOOK N
<br />#5 BAR IN
<br />FILLED CELL ° , - � , ®� ®,,
<br />��- -
<br />®�. a°,,.p. ° o .®. ° °� ,. ,°,®n.
<br />STEMWALL FOOTING SIZE AND
<br />MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL
<br />SECTION DETAILS
<br />SCALE: 3/4" = 1'-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 />MAR 2 5 zQ?_
<br />#5x6' EMBEDDED INTO EXISTING BOND BEAM
<br />FILL CELL FULL HEIGHT W/
<br />NON SHRINK GROUT. Virtual Review Assist, I c.
<br />plans Review completed and approved
<br />for compliance with the 202U F6C 7th Edii
<br />#5x6' EMBEDDED INTO b� Debra Anne Klahr PX23170
<br />EXISTING FOOTING (2) #5x6' IN CONC.
<br />FILLED CELL
<br />DRILL 3/4"x5" MIN. HOLE
<br />SET BAR IN EPDXY ...
<br />.::� � O
<br />4" SAW CUT
<br />U EXISTING FOOTING A SECTION
<br />1 SCALE: N.T.S.
<br />RETROFIT FILLED CELL DETAIL_
<br />SCALE: N.T.S.
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