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I I' 1 I 11 1111 1 1, 1 1 111
<br />i L - _ I i I - - — - - 111 1 -- -- - ----
<br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />1/2" DRYWALL
<br />DOOR JAMB (REFER*"2
<br />UNACCEPTABLE INSTALLTION
<br />DOOR JAMB (REFER
<br />P.T. TO PRODUCT
<br />TO PRODUCT
<br />TO PRODUCT
<br />APPROVAL FOR CON
<br />MAX.8"
<br />PROPER INSTALLATION
<br />DO NOT DO THIS
<br />2"x BOT. PLATE W/(2) 10d @ 6" O.C.
<br />APPROVAL FOR CONN. APPROVAL FOR CONN.
<br />X 4
<br />#5
<br />REBAR TYP,
<br />( )
<br />3/4" PLYWOOD DECKING GLUED
<br />c1x4
<br />ATTACHED WALL SHEATHING TO
<br />P.T. 3/16"0 X 3" LONG FURRING
<br />LONG X 3/16"0 FURRING TAPCONS(T�
<br />FURRING
<br />(2) ROWS 3/16' x 3-1/2'
<br />#5 REBAR
<br />P,)
<br />. ED A D .C. FIELDBLOCK@
<br />AND NAILED W/ 8d COMMON @tB_
<br />2X BOTTOM PLATE W/ 8d @ 4"
<br />O.C., 2 ROWS STAGGERED
<br />o
<br />N3-1/4"
<br />TAPCON. INTO STAGGERED @ 16"TAPCON
<br />1x8 P.T.
<br />@ 16' O:C. &
<br />FROM EACH END w/M.8
<br />a
<br />SPACING „ O.C. 2-ROWS INTO
<br />PER MANUFACTURE 1 DETAIL
<br />MASONRY THROUGH 1-1 /2" DETAIL
<br />2" EDGE DIST. ATTACH
<br />1 x8 w/ (2) ROWS 8d NALS �'
<br />D. 90° HOOK (TYP.)
<br />2x BAND JOIST W/ FACE NAIL 10d
<br />@TOP & BTTM CHORD, AND
<br />�f
<br />'�
<br />LO
<br />00
<br />1x4 P.T. & lx8 P.T.
<br />3 DETAI L
<br />FILL SOLID
<br />STD. 90^
<br />(8)
<br />STAGGERED @ 12 O.C.
<br />BOTH CELLS
<br />HOOK (TYP.)
<br />FACE NAILS 10d @ TRUSS VERT.
<br />�• .
<br />�
<br />WEB
<br />tea
<br />`
<br />�#
<br />3/16" x 3 -1/2"
<br />TAPCON @ 16" 1x4 P.T.
<br />DOOR JAMB (REFER
<br />TO PRODUCT
<br />1L:1
<br />TAL SEAT PLATE
<br />.
<br />`
<br />Q
<br />Z
<br />O.C. & 4" FROM DOOR JAMB (REFER
<br />APPROVAL FOR CONN. 1x4 1/2" DRYWALL
<br />P SHEATHING TO
<br />\_"
<br />`�,
<br />w
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<br />EACH END W/ MIN TO PRODUCT
<br />yL
<br />DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN.
<br />TO PRODUCT
<br />2x8 P.T. w/ (2) ROWS 3/16"
<br />JOIST TYPICAL
<br />4 ,x'. r,..
<br />O
<br />APPROVAL FOR CONN. x 3-1J2" TAPCON @ 16" 1x4
<br />(2) ROWS 3116" x 3-1/2" O.C. & 4" FROM EACH
<br />TAPCON 16" O.C. &
<br />@
<br />END w/ MIN. 2" EDGE DIST. FURRING
<br />NOTC @ FIRST COURSE
<br />SIMPSON HGAMIOKTA @ 12" O.C.
<br />'
<br />`
<br />c -•
<br />W
<br />4 FROM EACH END w/ 2x8 P.T.
<br />ATTACH SECOND PLY w/
<br />+2
<br />w/ (4) 1/4x1 1/2"SDS SCREWS
<br />-•.>�,
<br />"
<br />�
<br />2x P.T. AS REQ'D MIN. 2" EDGE DIST.
<br />O " 2x8
<br />2 ROWS 10dx3
<br />INTO BAND JOIST & 4 1/4"x2 3/4"
<br />O
<br />"
<br />Z
<br />2x DETAIL 2 1/4" DETAIL
<br />STAGGERED @ 12" O.C. 3-1/4" DETAIL
<br />NOTCH WEB AT THE
<br />FIRST 2 COURSES
<br />TITEN INTO K•0. BLOCK
<br />`Z
<br />+5A
<br />BUILDOUT OVEP, SIZE DOOR -WINDOW ROUGH OPENINGS
<br />CC
<br />FILLED CELL PER
<br />FOUNDATION PLAN
<br />FILLED CELL INSTALLATION
<br />H
<br />RETROFIT FOR MISSING
<br />EMBEDDED STRAP
<br />Q)
<br />� > o z,--
<br />SCALE: N.T.S.
<br />SS
<br />SCALE: N.T.S.
<br />SS
<br />_N
<br />6. '= 0 q U
<br />3 1N c-)
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL.
<br />INFO SCALE: N.T.S.
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<br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION
<br />C
<br />-
<br />UPLIFT CAPACITY = 805 # FOR 1 STRAP
<br />} Q 8 a
<br />W/ 1/4 x 3 1/4" TAPCON (1 1/4 MIN. A_A
<br />= 1610 #FOR 2 STRAPS
<br />FILL 1st4 COURSES
<br />•�
<br />.-
<br />N
<br />.0 U
<br />LU
<br />EMBEDMENT INTO BLK.) 1/4" MAX
<br />2-0 8
<br />CsE ARCH PLAN AND
<br />;� SOLID W/GROUT
<br />QN =
<br />V 01
<br />E
<br />1 PLY PRE-ENGINEERED TRUSS
<br />I �i E iU�.; 1� ; Lirt I; N
<br />L cO �
<br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN.
<br />1/4" x 3 1/4" TAPCONS
<br />E� Pd(. Nr 4 /
<br />- _
<br />O a
<br />r o
<br />BLOCK HEADER ARCH BLKG. & BUCK
<br />SIMPSON HM9KT wJ (4) 1/4"x1 1/2" SDS
<br />°
<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 />2x.5UB FAS IA
<br />8d NAILS AT 8" O.C. AT BUCK
<br />SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)
<br />ALUM C%RIF EDGr
<br />2 x 8 45 DIAGONAL (4) 10d NAILS INTO
<br />LEAVE A CUT OUT IN O.S.B.
<br />INSIDE TO ALLOW FOR INSULATION
<br />ON THE
<br />. `_. =::;' ''r•
<br />E=; ,', ; r FE �— - ALUM FASCIA
<br />BRACE(S) 2 x 8 BRACE/BLKG.,
<br />7/16" OSB
<br />TO BE INSTALLED
<br />'•'=
<br />BOND BEAM OR CAST IN PLACE BEAM
<br />,LL .'
<br />}'l t'1 i IM PAIN
<br />.. - 1 ' T v TEC
<br />,tl
<br />FOR OVERHANGS BETWEEN OVER 1 1/2" �.
<br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />POLY -CELL IN THIS AREA
<br />2 x 8 45 DIAGONAL BRACE AT EA.
<br />I
<br />`-- '�: I wl 5f IU"' HEAD
<br />_ ION ,-i, y 1 1 ;
<br />CONTACT ENGINEER I RECORD FOR
<br />FURTHER INSTRUCTIONS. ' '' •. ,
<br />SCRIBE (NOTCH)
<br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8
<br />FACE OF ARCH W/ (3) 10d NAILS
<br />AT EA. END
<br />RETROFIT TRUSS DETAIL
<br />H EIVEC FE- I T'
<br />`+:-)fiF •' PFt w I I '1'_ NT'-,'EN"EC=;�LICy c �rF1T
<br />OVERRAN y
<br />:A
<br />CONNECT WJ 8d NAILS BRACE/ BLKG,
<br />,I,,T .,�..�
<br />x4 NAILE-. `C tx EL ,1 �,:Ud1_, PrA. I C _, ,I,
<br />N.T.S.
<br />�I rc:;l.lh a n ;`ti NAZI ` h; 1 ;(') F' FFv _)=NE R':.=;
<br />,. ;:..
<br />INSTALL WDW, SCREW ANCHOR\_2 x 4 SOLID BLKG. (FULL `NIDTH OF WALL) BTWN. OSB
<br />ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x s
<br />PROVIDE TAPCON WITHIN
<br />x -.- i , 3 NAIL:= r,r P- !
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />SYP #2 CONT. (MATCH TRUSS DEPTH
<br />mLLI2X6 O
<br />INTO ARCH BLKG. PER
<br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
<br />4" MIN. OF BRACE
<br />�. �n T�) �Ir I >r ! �.tTERIa� SP�ty c=a��;`.IT�� .� C4SE0 !
<br />N hE L,1L i3N k s ._ �'� c �! F(. k _:�:i,1F ?NENT- AN D CLA.DDINC_,'
<br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
<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'M' WOOD
<br />()
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL /
<br />.I_ T D '1J THE DES N :. TEF Ih C )N SHEET SN i
<br />- FI- F- 1;, Hr.i� 1 ,�'.•; �k AL -'HA a�i r,I Ihd'. F_ 1 •-:s� _ ��
<br />""
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
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<br />ARCH DETAIL
<br />4' MAX. RAD.
<br />USE 1 SIMPSON 1/2" HD TITEN CENTERED w/
<br />( ) (CENTERED)
<br />T APPRIC4 ALi F I -�IVNE r - ; EN L ;
<br />- J N,IL �! j' ' ' 24 ' > T 11hJ Eh:1EiEL t•.°ENT
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<br />W V5zw �'ItnCKQ'a J
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<br />MINA" EMBEDMENT AT 16" O.C.
<br />�'Y 66 (--,A a x1rq�: 1 rr ^s+? T.G�LE t1%1x. I r IN 14A4ICtJ
<br />1'_0" 5�_0"
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<br />SCALE: N.T.S.
<br />12
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<br />CQ
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<br />JACK TRUSS PROVIDED BY,
<br />TRUSS COMPANY OR SEE , . ,
<br />PLAN
<br />2x6 #2 SYP @ 24" O.C.
<br />:.
<br />>I_�H F«�..a�� ,� 1�, �.� 4`�x"1:d k3:�� hf. �.�mFLE a3 fi[_H 3�Ra :E ��
<br />-- - - -- - -
<br />INISH FLO
<br />o a o a a ,�
<br />H
<br />2
<br />WITH
<br />x 8 BUCK - CONNECT TO BLOCK SECTION
<br />/ 1/4' TAPCON 1/4' MIN. B-B
<br />ROOF SHEATHING ATTACHED
<br />STRL�CTJRAL SOFFIT
<br />S F0 �
<br />`"
<br />°
<br />p
<br />E
<br />„ EMBEDMENT INTO )
<br />M
<br />PER NAILING SCHEDULE ALL
<br />�, E ,4 ''• 1 � F 3R ? LI r 11PJ IP. � FFIT� WITH S?4hJS
<br />'AN
<br />°
<br />° '
<br />2 _p 81,
<br />3 � I' a !%': 1 IMLI S 6 +> :KIN(, JET
<br />t
<br />,: ° , #5 BAR
<br />gyp. 10° D °
<br />OO
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />5 12d NAILS SIMPSON
<br />O
<br />I HE ,rr ;a. NST:ALL 11 .PJ �RII ER1.4
<br />° CENTERED W/
<br />a ° _
<br />9 H IN TOP
<br />17.4
<br />1 X 4 FURRING
<br />BLKG. & BUCK
<br />2X6 TO 2X4 H2.5A w/ (10)
<br />8d NAILS
<br />'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.'
<br />c ° b o
<br />, Iq _ KNOCKOUT / N
<br />CHAIR BLOCK%
<br />z W
<br />U
<br />8d NAILS @ 8" O.C. AT BUCK
<br />2 8 DIAG. BRACE B
<br />2 x 8 VERT. W/ (2) 10d
<br />NAILS AT EA, END
<br />PROVIDE
<br />(2) MIN.
<br />PROVIDE 2x •
<br />CONT. W/
<br />—� I_ _
<br />— —
<br />MONO FOOTING •a o °
<br />Q fJ) CD O
<br />-"
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6°
<br />PROVIDE x
<br />VERT, BRACES WHEN HGT. OF
<br />BRACE EXCEEDS 24"
<br />TAPCON AT EA, SIDE
<br />BUCK - (1) WITHIN 4"
<br />(3)
<br />12d NAILS
<br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
<br />10d NAILS 8" O.C.
<br />_—_
<br />SIZE AND REINF. PER PLAN I — °.
<br />AND SECTION DETAILS —I
<br />M �
<br />a
<br />JACK TRUSS PROVIDED BY
<br />x OV (2) @
<br />I
<br />�
<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
<br />ARCH
<br />START OF
<br />TRUSS COMPANY OR 2x4
<br />FRy TO TRUSS TOP CHOF.D
<br />qN
<br />°
<br />CLEAN FILL ° ?
<br />L
<br />TO BE INSTALLED
<br />#2 SYP @ 24" O.C.
<br />.100 4'-0" MAX SEE PLAN
<br />+ �FNG
<br />+ 7'& PLYWOOD SHEATHING
<br />+
<br />DIRT Z
<br />STANDARD STANDARD o
<br />pQ. �j
<br />a ,--1
<br />PLWD. BUCK
<br />+
<br />,.A
<br />O
<br />BUILT UP -
<br />SCRIBE (NOTCH) BACKSIDE
<br />7116" OSB ARCH PANEL
<br />2X4 SYP #2 CONT. MATCH TRUSS DEPTH
<br />+
<br />#5 BAR IN ' 90' HOOK N
<br />z U
<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%" WOOD
<br />SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />+ + BLOCKING AS
<br />+ REQUIRED
<br />FILLED CELL , -, , -, , - ® , -,
<br />o s�, v v a,
<br />W
<br />J
<br />4' MAX. RAD.
<br />TO SUPPORT
<br />_ , _
<br />A
<br />O
<br />BTWN. OSB ARCH FACES W/ 4 10d NAILS EQUAL EQUAL
<br />GABLE ONLY, CORNERS WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
<br />TRUSS
<br />G
<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 />STEMWALL FOOTING
<br />SIZE AND
<br />PER INSTALLATION DETAILS
<br />B-B
<br />ARCH DETAIL �(
<br />DESIGNED ONLY FOR THE SECTION @ ENTRY L
<br />2X4 SYP ` s a
<br />REINF. PERLAN AND
<br />STEMWALL
<br />SCALE: N.T.S. SS
<br />INSTALLATION OF SHINGLE „_
<br />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" = 1'-0"
<br />CONNECTOR
<br />0
<br />N
<br />GLASS BLOCK INSTALLATION NOTES
<br />SEE LINTEL
<br />NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT,
<br />I
<br />p
<br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
<br />SCHED.
<br />ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
<br />o
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR.
<br />N %CONTACT
<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 />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
<br />MASONRY WALL. SEE PLAN FOR
<br />REINFORCING. PROVIDE LOWER
<br />HOOKED DOWEL
<br />PRECAST LINTEL
<br />SEE ELEVATION
<br />DRILL 3/4"x5"MIN. HOLE SET BAR IN
<br />o
<br />o
<br />cfl
<br />ao
<br />ao
<br />0
<br />0
<br />0
<br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
<br />2X2 #2 P.T. MIN. FOR OVER HANG
<br />EPDXY CAP TO PREVENT LEAKAGE
<br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION.
<br />EXPANSION STRIP
<br />W/J-CHANNEL SECURED -(MAX.MAX4'-0")
<br />�
<br />�
<br />�
<br />N
<br />N
<br />N
<br />N
<br />!PLACE
<br />o
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<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 />I
<br />N
<br />N
<br />I
<br />N
<br />1
<br />N
<br />N
<br />N
<br />1
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
<br />ANCHOR
<br />W/ 3" LONG T-NAILS @
<br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2")
<br />N
<br />o
<br />o
<br />o
<br />�
<br />o
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<br />SQUEEZED OUT.
<br />W.W.M. AT PERIMETER
<br />24" O.C.
<br />24"
<br />4
<br />1
<br />6
<br />6
<br />o
<br />o
<br />cV
<br />COURSES TO PREVENT THE MORTAR FROM BEING
<br />1/4 EXPANSION BOLT (2
<br />PER ANCHOR)
<br />WHERE THIS CONDITION
<br />(1) #5 BARS CONT.
<br />SECTION @ ROOF EXTENSION M
<br />�"
<br />- -- #5x6' EMBEDDED INTO EXISTING BOND BEAM
<br />o
<br />0
<br />0
<br />0
<br />o
<br />T
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MOR T AR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL
<br />OCCURS
<br />TOP WITH MIN. 3"
<br />z
<br />0
<br />O
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING
<br />COVER
<br />SCALE: 3/4" = V-0"
<br />SS
<br />o
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER
<br />6'_p F•F
<br />a
<br />FILL CELL FULL HEIGHT W/
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE)
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ''
<br />EXPANSION STRIP
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<br />U
<br />_- NON SHRINK GROUT.
<br />N
<br />1^
<br />Lo
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<br />N
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<br />Sri
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<br />,
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<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />REINFORCING AS FOLLOWS:
<br />u
<br />M 1 SEE SHEET D2 AND
<br />SIMPSON HTT4 w/ (18) 10d x
<br />FLOOR PLAN FOR
<br />w
<br />U
<br />1
<br />U
<br />:;:
<br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ;;':;:,`_:^
<br />SEALANT
<br />P I=III= —T—I I I Ir
<br />° I=III—III— I I-
<br />1/2" NAILS TO STUDS & (1) -
<br />/ " A ALL THREAD D MORE INFO
<br />5 DI R
<br />U_ a
<br />- #5x6' EMBEDDED INTO
<br />o
<br />z z
<br />' PRESS PANEL REINFORCING INTO PLACE, :.:: F.:.',: .;.;: ;:
<br />6" MIN. LAP SPLICE W/
<br />—
<br />� p I I=III=III-
<br />EPDXIED w/ SIMPSON "SET"
<br />v z
<br />_
<br />EXISTING FOOTING (2) #5x6' IN CONC.
<br />M
<br />vV
<br />— -
<br />O
<br />W cn
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<br />' COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />SMOOTH. DO NO FURROW.
<br />REINFORCING PANEL
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<br />F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6' MIN. LAP
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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 />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<br />SEALANT
<br />SEE GLASS BLOCK INSTALLATION NOTES.
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<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
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<br />SPACES, REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
<br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE GLASS BLOCK DETAIL
<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
<br />CODE RESIDENTIAL SECTION R160
<br />16" MIN. COVER EA. WAY
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<br />I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
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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
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<br />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" = 1'-0"
<br />RETROFIT FOR MISSING
<br />SCALE: N.T.S.
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<br />INSTALLATION OF GLASS BLOCK,
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<br />SCALE: 3/4" = 1'-0"
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<br />Review Assist, Inc.
<br />Plans Review completed and approve'
<br />101 compliance
<br />LAST PLOT DATE
<br />Dec. 15, 22
<br />with the 2020 FBC 7th Edition
<br />STRUCTURAL
<br />by Debra Anne Klahr PX2300
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<br />DETAILS—RETRO FIT
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