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1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 �1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />UNACCEPTABLE INSTALLTION
<br />DOOR JAMB (REFER TO PRODUCT
<br />�—
<br />P.T. To PRODUCT — -
<br />MAX. 8 DO NOT DO THIS
<br />PROPER INSTALLATION
<br />2"x BOT. PLATE WI (2) 10d @ 6" O.C.
<br />TO PRODUCT APPROVAL FOR CONN.
<br />APPROVAL FOR CONN. APPROVAL FOR CONN.
<br />1x4 1 X 4
<br />#5 REBAR (TYP,)
<br />3/4" PLYWOOD DECKING GLUED
<br />ATTACHED WALL SHEATHING TO
<br />.
<br />1x4 P.T. 3/16"0 X 3" LONG FURRING FURRING
<br />2 ROWS 3/16 x 3-1/2
<br />()
<br />#5 REBAR
<br />AND NAILED W/ 8d COMMON @
<br />2X BOTTOM PLATE W/ 8d @ 4"
<br />O.C., 2 ROWS STAGGERED
<br />N
<br />�
<br />3-1/4" LONG X 3/16"0 FURRING TAPCONS
<br />TYP
<br />( )
<br />6" O.C. EDGES AND 12" O.C. FIELD
<br />N
<br />TAPCON. INTO STAGGERED @ 16" TAPCON 16" O.C. & 4" 2X8
<br />BLOCK@ SPACING 1x8 P.T. FROM EACH END w/ MIN. 1X8
<br />R ,�
<br />r
<br />M
<br />�� O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH
<br />PER MANUFACTURE 1 DETAIL
<br />MASONRY THROUGH 1�
<br />To. HOOK
<br />2x BAND JOIST W/ FACE NAIL 10dr
<br />•< e
<br />1x8 w/ 2 ROWS 8d NALS ��
<br />1-1/2 DETAIL ( ) 3 DETAIL
<br />STD. 90^
<br />@ TOP & BTTM CHORD, AND (8)
<br />o
<br />1 x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C.
<br />FILL SOLID HOOK (TYP.
<br />BOTH CELLS )
<br />FACE NAILS 10d @TRUSS VERT.
<br />l F F'd`00n
<br />�-
<br />3/16" x 3 -1/2" DOOR MB
<br />TAPCON @ 16" 1x4 P.T.
<br />WEB
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<br />L.L.
<br />a
<br />TO PRODUCT
<br />O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL0I'D
<br />APPROVAL FOR CONN. 1x4
<br />NOTE:;
<br />LAP SHEATHING TO
<br />• "�
<br />( `
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<br />w
<br />DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT
<br />APPROVAL FOR CONN. 2x8 P.T. w/ 2 ROWS 3/16"
<br />2" EDGE DIST. O
<br />BOTTOM OF BAND
<br />w`
<br />d4 �+
<br />g
<br />2
<br />TO PRODUCT
<br />x 3-1/2" TAPCON @ 16
<br />JOIST TYPICAL
<br />APPROVAL FOR CONN. 1x4
<br />2 ROWS 3/16" x 3-1/2"
<br />O O.C. & 4' FROM EACH
<br />r
<br />;f
<br />TAPCON 16" O.C. & FURRING
<br />@ END w/ MIN. 2" EDGE DIST.
<br />� NOTC @ FIRST COURSE
<br />SIMPSON HGAMIOKTA @ 12" O.C.
<br />{
<br />w
<br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/
<br />+2
<br />-
<br />w/ (4) 1/4xl 1/2" SIDS SCREWS
<br />IX
<br />p
<br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8
<br />INTO BAND JOIST & (4) 1/4"x2 3/4"
<br />z
<br />2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL
<br />NOTCH WEB AT THE
<br />FIRST 2 COURSES
<br />TITEN INTO K.O. BLOCK
<br />+5^
<br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC
<br />LED CELL PER
<br />P AN
<br />FOUNDATION
<br />FILLED CELL INSTALLATION H
<br />RETROFIT FOR MISSING
<br />EMBEDDED STRAP
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<br />SCALE: N.T.S. SS
<br />SCALE: N.T.S.
<br />SS
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<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL.
<br />INFO SCALE: N.T.S.
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<br />co
<br />N V -0 d m
<br />0 B o
<br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION
<br />UPLIFT CAPACITY = 805 #FOR 1 STRAP
<br />w o o Q
<br />- 0
<br />W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. A
<br />-A
<br />=1610 #FOR 2 STRAPS
<br />TLAII AND
<br />FILL ista coURSES
<br />SOLID W/GROUT
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<br />�N w Q l
<br />EMBEDMENT INTO BLK.) 1/4" MAX
<br />2'-0" 8"
<br />1 PLY PRE-ENGINEERED TRUSS
<br />wr �: " I- ' Lx1.F
<br />`.
<br />L.. 000
<br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN.
<br />1/4" x 3 1/4" TAPCONS
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<br />BLOCK HEADER ARCH BLKG. &BUCK,•�
<br />SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SIDS
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<br />1/2" DRYWALL
<br />SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
<br />-
<br />-_
<br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
<br />x •_I_E ASZIA.
<br />,
<br />8d NAILS AT 8" O.C. AT BUCK
<br />^: ;;,'i :.'. ° : < SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)
<br />"
<br />'
<br />2 x 8 45^ DIAGONAL
<br />BRACES
<br />() (2)x
<br />LEAVE A CUT OUT IN O.S.B. ON THE
<br />INSIDE TO ALLOW FOR INSULATION
<br />B•'�'� INALL T FIE •
<br />8 BRACE/IBLKG.
<br />7/16" OSB
<br />TO BE INSTALLED
<br />r: - `' '. ''>: BOND BEAM OR CAST IN PLACE BEAM
<br />-
<br />` M HL,>V, 1 •. "' T rml I"".AIi xTEI)
<br />b,
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />ARCH PA CUT HOLE IN Q.S.B. FOR
<br />BUILT UP PLWD. BUCK PANEL
<br />2 x 8 45 DIAGONAL BRACE AT EA.
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<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS.
<br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA
<br />FACE OF ARCH W/ (3) 10d NAILS
<br />„.
<br />A, ENED PER I
<br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8
<br />AT EA. END
<br />RETROFIT TRUSS DETAIL
<br />BEL 1:T ')� EL° ' =rl)D _,.`FT
<br />ovERHAN b
<br />CONNECT W/ 8d NAILS BRACE/ BLKG.
<br />_ , .- - . -1,MLE L . 0 ,.. B DC ,NII1_f NkILI.L' T CIu T� -16
<br />N.T.S.
<br />E;,^r C', H F R I R-1:
<br />INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
<br />PROVIDE TAPCON WITHIN
<br />vH 9 ��� I° f+�IL x `� E 1= d
<br />a.
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
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<br />� � � J � Q O Z
<br />INTO ARCH BLKG. PER
<br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
<br />4" MIN. OF BRACE
<br />� E1�J6L k� � Tm a �, :I it 1, TE 3� `kP�hl :�F� ITIE L'.. E
<br />3
<br />i.N THE DE S I04 PR Si Q :_, , ; r, Tw1i #_)IIL I I „ , N[) K ;L,AC HNI
<br />FOR OVERHANGS BETWEEN 3/a° TO 1 1/2°
<br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />1-1/2' THK. OR MORE BUCK WITHIN 6 MIN. OF START OF ARCH
<br />START OF ARC
<br />IF TRUSSES USED) W/ (3) #6 X 4'%" WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
<br />/
<br />? I. ,T O «1 THEE DE�-I N iC:; TER; t N' SHEET SN
<br />F :P fOHF:! V FACwHi'w1-far 1 A] 5•�,`" ll EI L ° - LI � 4-J a F _.a I:.. .
<br />-°
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
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<br />� O= � _ � O � � � � U O OL J 0
<br />� � � J Z � � p U) 2o o Z ¢ Q
<br />ARCH DETAIL J
<br />4' MAX. RAID.
<br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/
<br />i
<br />P }0' TzF PRO AIL)F wFAN EL FA
<br />t _1L 0 7` € EI'EEL"I 1047
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<br />MIN. 4" EMBEDMENT AT 16" O.C.
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<br />SCALE: N.T.S. SS
<br />JACK TRUSS PROVIDED BY SEE
<br />TRUSS COMPANY OR PLAN
<br />2x6 #2 SYP @ 24" O.C.
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<br />T T ET
<br />_t_ F: F, ".I= 4 16 (; 34 N'1 �4 1,RC) IN n r APtE (P ,, h f_n .(v VE
<br />-
<br />INISH FLOge
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<br />U_ ¢ o F ¢ LL
<br />2
<br />WITH
<br />x 8 BUCK - CONNECT TO BLOCK SECTION
<br />1/4" x 31/4" TAPCON (1 1/4" MIN. B_B
<br />ROOF SHEATHING ATTACHED"
<br />�� _:
<br />PANS
<br />°
<br />H
<br />EMBEDMENTINTO K.)
<br />PER NAILING SCHEDULE
<br />ALL
<br />E _' F € L E 1 NI 1 S F7S' IT 1
<br />° D
<br />°
<br />1/4" MAX "
<br />2'-0" 8
<br />� , � 9 2` 2021 1. N ; I I I OI A1 E , 0-KIN 3�k
<br />OI FL PAN I.AALA I0 II E
<br />D , . D #5 BAR
<br />� P a
<br />10" a
<br />O
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />5 12d NAILS SIMPSON
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<br />i
<br />I H E `` F � °'� `�°
<br />'
<br />CENTER /
<br />p D° ED W
<br />°, 90` H IN TOP -
<br />tV
<br />1 X 4 FURRING
<br />BLKG. & BUCK
<br />2X6 TO 2X4 8d NA w/ (10)
<br />8d NAILS
<br />-REFER, TO THE. PRODUCT APPROVAL V' L< ETVR INSTAL,L� T ION DETAI'LS•':
<br />° q
<br />KNOCKOUT / N
<br />13• . '
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<br />�
<br />CHAIR BLOCK
<br />8d NAILS @ 8" O.C. AT BUCK
<br />I — — °
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<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />TRUSS AS SHOWN FOR O.H. UP TO 2 -6
<br />PROVIDE 2 x 8 DIAG. BRACE BT
<br />2 x 8 VERT. W/ (2) 10d
<br />NAILS AT EA. END
<br />PROVIDE (2) MIN.
<br />PROVIDE 2x
<br />CONT. W/ (3)
<br />- = p
<br />_
<br />MONO FOOTING - _—_ •,, , °
<br />I °
<br />> U.) O p
<br />0 M O
<br />VERT. BRACES WHEN HGT. OF
<br />BRACE EXCEEDS 24"
<br />TAPCON AT EA. SIDE
<br />BUCK - (1) WITHIN 4"
<br />12d NAILS
<br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
<br />2 10d NAILS 8" O.C.
<br />O @
<br />SIZE AND REINF. PER PLAN —
<br />AND SECTION DETAILS `I
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<br />MLn
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<br />JACK TRUSS PROVIDED BY
<br />XOV
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<br />Ln LL. V-
<br />2 x 8 VERT. BRACE(S)
<br />LEAVE A CUT OUT IN O.S.B. ON T
<br />INSIDE TO ALLOW FOR INSULATION
<br />MIN. OF START OF
<br />ARCH
<br />TRUSS COMPANY OR 2x4
<br />FRygN TO TRUSS TOP CHORD
<br />�FN
<br />CLEAN FILL o ° '
<br />Z
<br />Q LLJ Ln
<br />Q
<br />TO BE INSTALLED
<br />#2 SYP @ 24" O.C.
<br />+ + GTy PLYWOOD SHEATHING
<br />+ +
<br />DIRT
<br />° STANDARD o
<br />I— �- M
<br />�
<br />4'-0" MAX SEE PLAN
<br />BUILT UP PLWD. BUCK -
<br />+ +
<br />0 90` HOOK N
<br />Q Q 00
<br />U
<br />SCRIBE (NOTCH) BACKSIDE
<br />7/16" OSB ARCH PANEL
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />+ +
<br />BLOCKING AS
<br />#5 BAR IN
<br />Z I --
<br />Z
<br />TO FIT ARCH CONNECT W/
<br />8d NAILS
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />START OF ARC
<br />NOTE: IF TRUSSES USED) W/ (2) #6 X 4'/2' WOOD
<br />SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />+ +
<br />+ REQUIRED
<br />FILLED CELL ®® , a �' , - ® , g ®
<br />®. ° ®, e � ®~ � � �®®� � �®
<br />Uj
<br />J 00
<br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL
<br />4' MAX. RAID
<br />GABLE ONLY, CORNERS WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
<br />TO SUPPORT
<br />TRUSS +
<br />_ _
<br />®® '
<br />INSTALL WDW, SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />THRU OSB INTO 2 x 8
<br />SHALL NOT BE FRAMED AS O.C.
<br />HIP.
<br />+ + SOFFIT
<br />+
<br />>� �• �� ®• �� ®• ®• �•
<br />STEMWALL FOOTING
<br />SIZE AND
<br />PER INSTALLATION DETAILS
<br />B-g
<br />ARCH DETAIL K
<br />DESIGNED ONLY FOR THE SECTION @a ENTRY L
<br />2X4 SYP d s ®
<br />REINF. PERLAN AND
<br />STEMWALL
<br />SCALE: N.T.S. SS
<br />INSTALLATION OF SHINGLE SCALE: 3/4" = 1'-0"
<br />SS
<br />EACH TRUSS
<br />MONO TO STEMWALL FOOTING SECTION DETAILS
<br />N
<br />AND METAL ROOF FINISH
<br />SCALE: 3/4" = V-0"
<br />CONNECTOR
<br />Noy
<br />GLASS BLOCK INSTALLATION NOTES
<br />SEE LINTEL
<br />NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT,
<br />O
<br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
<br />SCHED.
<br />CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
<br />o
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR.
<br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
<br />ENTER SO IT
<br />EXTENDS TO SILL.
<br />EXISTING BOND BEAM.
<br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />MASONRY WALL. SEE PLAN FOR
<br />PRECAST LINTEL
<br />O
<br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
<br />REINFORCING. PROVIDE LOWER
<br />HOOKED DOWEL
<br />SEE ELEVATION
<br />DRILL 3/4"x5" MIN. HOLE SET BAR IN
<br />ao
<br />cfl
<br />ao
<br />` ao
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<br />NO
<br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
<br />"S"
<br />2X2 #2 P.T. MIN. FOR OVER HANG
<br />EPDXY CAP TO PREVENT LEAKAGE
<br />�
<br />TYPE OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP
<br />W/J-CHANNEL SECURED (MAX. 4'-0")
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<br />0
<br />0
<br />0
<br />0
<br />o
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL
<br />@24" O.C. FASTENED TO
<br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
<br />O
<br />N
<br />6
<br />N
<br />&
<br />N
<br />N
<br />N
<br />N
<br />N
<br />A
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR
<br />CMU W/ 3" LONG T-NAILS @
<br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2")
<br />N
<br />O-
<br />O
<br />O
<br />ob
<br />N
<br />0
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<br />„
<br />W.W.M. AT PERIMETER
<br />„
<br />24 O.C.
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<br />4
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<br />COURSES TO PREVENT THE MORTAR FROM BEING SQUEEZED OUT. 1/4 EXPANSION BOLT (2
<br />(1) #5 BARS CONT. WHERE THIS CONDITION
<br />SECTION ROOF EXTENSIONrM
<br />#5x6' EMBEDDED INTO EXISTING BOND BEAM
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<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR)
<br />OCCURS
<br />ITH MIN. 3°
<br />O
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING
<br />COVERTOP
<br />SCALE: 3/4" = 1'-0" SS
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<br />g
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER
<br />g _0' F.F.
<br />FILL CELL FULL HEIGHT W/
<br />CD
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />�- "� NON SHRINK GROUT.
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<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />° °
<br />SEE SHEET D2 AND
<br />SIMPSON HTT4 w/ (18) 10d x 1
<br />LU
<br />REINFORCING AS FOLLOWS:
<br />SEALANT
<br />PLACE LOWER HALF OF MORTAR IN BED JOINT. D NOT FURROW.
<br />C J 0 0 U OW.
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<br />I=III-III=III=III-III;
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<br />g I -III -III -III -III -III-
<br />� �'-'
<br />FLOOR PLAN FOR
<br />1/2" NAILS TO STUDS & (1) -
<br />MORE INFO
<br />5/8" DIA. ALL THREAD ROD
<br />< a
<br />¢
<br />J
<br />� #5x6 EMBEDDED INTO
<br />z Z
<br />* PRESS PANEL REINFORCING INTO PLACE.
<br />6 MIN. LAP SPLICE W
<br />_
<br />1=III=III=III
<br />D —
<br />D — —
<br />� I I -III -III.
<br />EPDXIED w/ SIMPSON SET
<br />S
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<br />EXISTING FOOT
<br />FOOTING 2 x N
<br />� #5 6 I CONC.
<br />( )
<br />M C//�J
<br />W
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<br />p w cA
<br />* V REINFORCING
<br />COVER PANEL REI ORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL
<br />SMOOTH. DO NO FURROW.
<br />- - -
<br />1=III=III-
<br />- �
<br />° _ -
<br />° I I I_I I I_I
<br />I=III=III'
<br />EPDXY MIN. 6 EMBEDMENT &
<br />3" MIN. EDGE DISTANCE
<br />¢ o
<br />Cl)FILLED CELL
<br />DRILL 3/4"x5" MIN. HOLE
<br />-F-+
<br />�--+
<br />W
<br />V
<br />w
<br />� p
<br />-
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP
<br />GRADE III LI I
<br />SET BAR IN EPDXY
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<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE
<br />NOTE:
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<br />REMAIN FREE OF MORTAR.
<br />SEE GLASS BLOCK INSTALLATION NOTES.
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
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<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT
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<br />4" SAW CUT
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<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL
<br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET, (REMOVE
<br />(2) #5 REBAR. MIN. 3"
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<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. COVER EA. WAY
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<br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
<br />EXISTING FOOTING
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<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
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<br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />SECTION AT DEEP MONO FOUNDATION
<br />RETROFIT FILLED CELL DETAIL
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<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 />SCALE: 3/4" = V-0"
<br />RETROFIT FOR MISSING
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<br />INSTALLATION OF GLASS BLOCK.
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<br />SCALE: 3/4" = V-0"
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<br />Virtual Review Assist, In
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<br />Plans Review completed and approved
<br />for compliance with the 2020 FBC 9th Editi
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<br />LAST PLOT'ATE
<br />Nov. 30, 22
<br />by Debra Anne Klahr PX2300
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<br />DETAILS—RETRO FIT
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