|
1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />DOOR JAMB REFER 1x4 1/2" DRYWALL
<br />INSTALLTION
<br />DOORJAMB (REFER
<br />P.T. TO PRODUCT __
<br />TO PRODUCTNACCEPTABLE
<br />PROPER INSTALLATION MAX.Mom'
<br />$ DO NOT DO THIS
<br />2"x BOT. PLATE W/ (2)10d @ 6" O.C.
<br />AP PRODUCT APPROVAL FOR CONN.
<br />APPROVAL FOR CONN, 1x4
<br />APPROVAL FOR CONN.
<br />1 X 4
<br />#5 REBAR (TYP,)
<br />314" FL`r1N00D DECKING GLUED
<br />ATTACHED WALL SHEATHING TO
<br />1x4 P.T. 3/16" 0 X 3" LONG FURRING
<br />2 ROWS 3/16" x 3-1/2" FURRING
<br />O
<br />#5 REBAR
<br />AND NAILED W/ $d COMMON @
<br />O. BOTTOM PLATE W/ $d @ 4"
<br />O.C., 2 ROWS STAGGERED
<br />t
<br />N
<br />N
<br />3-1/4" LONG X 3/16"!t0 FURRING TAPCONS
<br />TAPCON @ 16" O.C. & 4" 2X$
<br />(TYp)
<br />6" O.C. EDGES AND 12" O.C. FIELD
<br />•; ' �
<br />rn
<br />TAPCON, INTO STAGGERED @ 16" 1x8 P.T.
<br />BLOCK@ SPACING
<br />FROM EACH END w/ MI iX$
<br />,
<br />� 1 �
<br />m
<br />�� O.C. 2-ROWS INTO
<br />PER MANUFACTURE DETAIL
<br />MASONRYTHROUGH
<br />2" EDGE DIST. ATTACH
<br />D. 90° HOOK (TYP.)
<br />2x BAND JOIST W/ FACE NAIL 10d
<br />tI`'
<br />0
<br />-) _ /2�� DETAIL
<br />1 x8 w/ (2) ROWS $d NALS ��
<br />3 DETAIL
<br />STD. 90^
<br />@ TOP & BTTM CHORD, AND (8)
<br />A te `
<br />000
<br />1x4 P.T. & 1x8 P.T.
<br />„
<br />STAGGERED @ 12 O.C.
<br />FILL SOLID
<br />BOTH CELLS
<br />HOOK (TYP.)
<br />FACE NAILS 10d @ TRUSS VERT.
<br />y
<br />a
<br />LO
<br />3/16" x 3 -1/2"
<br />TAPCON @ 16 1x4 P.T.DOOR
<br />JAMB (REFER
<br />TO PRODUCTNOTE:O.C•
<br />QOL
<br />WEB
<br />ME AL SEAT PLATE
<br />AEA OC?1
<br />d r+„pa � e
<br />„k`
<br />*�
<br />Q
<br />& 4" FROM DOOR JAMB (REFER
<br />APPROVAL FOR CONN. 1x4 1/2" DRYWALL
<br />LAP SHEATHING TO
<br />n
<br />'%
<br />_
<br />EACH END W/ MIN. TO PRODUCT
<br />DOOR JAMB (REFER 2" EDGE DIST APPROVAL FOR CONN.
<br />2x8 P.T. wl (2) ROWS 3/16"
<br />BOTTOM OF BAND
<br />(
<br />M
<br />TO PRODUCT
<br />/ x 3-1/2" TAPCON @ 16"
<br />JOIST TYPICAL
<br />- `M,
<br />APPROVAL FOR CONN.
<br />(2) ROWS 3/16" x 3-1/2"
<br />1x4
<br />Q,C. & 4" FROM EACH FURRINGSIMPSON
<br />00
<br />SNOTCSijjj@FIRST
<br />TAPCON @ 16" O.C, &
<br />END w/ MIN. 2" EDGE DIST.
<br />COURSE
<br />HGAM10KTA @ 12" O.C.
<br />w
<br />4" FROM EACH END w/ 2x8 P.T.
<br />ATTACH SECOND PLY w/
<br />±2"
<br />wl (4) 1/4x1 1/2" SDS SCREWS
<br />2x P.T. AS REQ'D MIN. 2" EDGE DIST.
<br />(2) ROWS 10dx3" 2x8
<br />INTO BAND JOIST & (4)1/4"x2 3/4"
<br />2x DETAIL 2 1/4" DETAIL
<br />STAGGERED Lai 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 aC� OVER SIZE DOOR -WINDOW ROUGH OPENINGS
<br />CC
<br />FILLED CELL PERj
<br />FOUNDATION PLAN�,�
<br />FILLED CELL INSTALLATIONKH"�RETROFIT
<br />FOR MISSING
<br />EMBEDDED STRAP
<br />E
<br />� � �� 0
<br />SCALE: N.T.S.
<br />SS
<br />SCALE: N.T.S.
<br />SS
<br />_Q)
<br />' Li c� 41
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL.
<br />INFO SCALE: N.T.S.
<br />, ..
<br />U Hof g,
<br />O
<br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION
<br />UPLIFT CAPACITY = 805 #FOR 1 STRAP
<br />U
<br />W/ 1/4" x 31/4" TAPCON 1 1/4" MIN. A -A
<br />(
<br />_
<br />- 1610 # FOR 2 STRAPS
<br />SEE ,L :,H PLAN At,iL:
<br />'; FILL 1st4 COURSES
<br />SOLIDW/GROUT
<br />•-- S a
<br />Cn w S N
<br />V00
<br />EMBEDMENT INTO BLK.) 1/4" MAX
<br />8
<br />1 PLY PRE-ENGINEERED TRUSS
<br />PRE`EN(I ; Il lk' k JppI
<br />(� L m
<br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN.
<br />11 II
<br />1/4 x 31/4 TAPCONS
<br />L ,�v, y�•
<br />p 'SEE NOTIE. III"II ��� "�
<br />�'
<br />-- a
<br />BLOCK HEADER ARCH BLKG. & BUCK
<br />+.
<br />.;: '` "' DS
<br />SIMPSON HM9KT w/ (4) 1/4"x1 1/2" S
<br />d
<br />1/2" DRYWALL
<br />.. ,..: , 4„ x 4„ T (IF TRUSS
<br />SCREWS & (5) 1/ 2 1/ ITEN
<br />-. ��
<br />,.
<br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d...,.,
<br />"�� SUB FA�";'LIr^a
<br />8d NAILS AT $" O.C. AT BUCK
<br />SINKERS AND (7)114"x2 1/4"TITEN 2150 #)�
<br />__��__ "" ALUM C1P:IP ECC�E
<br />a.
<br />2 x 8 45^ DIAGONAL (4) 10d NAILS INTO
<br />BRACES
<br />( )
<br />LEAVE A CUT OUT IN O.S.B.
<br />INSIDE TO ALLOW FOR INSULATION
<br />ON THE
<br />k:..
<br />:.::• ,' , . , " � I � 1, `�'
<br />: ;>'.:_:' ,.:<''. .
<br />�� CIA
<br />EI ��u ��� 9, 'R Ik.J4'•L6.. TYPE � `"�"""""'"."". uwn+gi :,^`""
<br />u" "°. g,_ WW P'E I AL t �'F FASCIA
<br />..
<br />,
<br />2 x 8 BRACE/ BLKG.
<br />7/16" OSB
<br />TO BE INSTALLED
<br />.
<br />, ,:>.;:'T :'e::'".'< y • t' ',.."' 0
<br />:.,.. ,.• ±'
<br />r :.. " BOND BEAM OR CAST IN PLACE BEAM
<br />F"I�~FII P11 AN $ I � - 1'3a4" TRllt»I PAINTED
<br />I
<br />'. ..
<br />FOR OVERHANGS BETWEEN OVER I I/2"
<br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />2 x 8 45 DIAGONAL BRACE
<br />AT EA.
<br />., •r . , •'
<br />�^ S ro,
<br />NAIL 1 IIAD
<br />" - CIA C
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURrHER INSTRucTIONS.
<br />SC B OTC __-�. __ POLY -CELL IN THIS AREA
<br />RI E (N H)
<br />FACE OF ARCH W/ (3) 10d NAILS
<br />-"�/
<br />"EliLiLu � , 2-VI
<br />II�
<br />TO FIT ARCH(4) 10d NAILS INTO 2 x 8RETROFIT
<br />AT EA. END
<br />TRUSS DETAIL
<br />�JI�.�TF ��. P"F`.�:�u,'/
<br />te6T �JEtJ � ELa I�IC S€:tLIILt,a�:;"F"FITCONNECT
<br />OVERWAN•BACKSIDE
<br />Y�4
<br />W/ 8d NAILS BRACE/BLKG.IIECO
<br />CUNT � ��J vVAILEC Tr� _ u.L'La.INt u N
<br />i0PN.T.S.
<br />B1L�DC:K;ING w/ 2-1I'd NAILS (";a I "hFl°I;'u F.°�d�:4 Y � f II Hh-F B F;USSINSTALL
<br />WDW. SCREW ANCHOR2 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 />vd T u d IJAILiT rf=
<br />_
<br />—'- —
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />D1
<br />of vi w O
<br />w � w � w g � 0
<br />Q �a
<br />INTO ARCH BLKG. PER
<br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
<br />"
<br />4" MIN. OF BRACE
<br />FF �°vlitiD �� �FILIT tu1,�TC
<br />.�,.; _" LiIL'C CR TCa "+r"ILs":IF1" r - RIA.L SP.AI J : APACITIE ro EA
<br />ryN 1 HE L''rLLw,I� N I L `�I ,P' S I , x ' A D (X DDING
<br />PEA IF IiL C,. �.. F= I: I RF >NEN I AN
<br />E _
<br />FOR OVERHANGS BETWEEN 3/4" T01 1/2"
<br />-1/2 THK. OR MORE BUCK WITHIN 6 MIN. OF START OF ARCHTRUSED)
<br />START OF ARC
<br />, " WOOD
<br />SCREWS ES 6S O.C. M/AX, OR IF MASONRY WALL
<br />@
<br />SHEET N
<br />2.1 FCDRq Le,) F THE T I :II- MFI`fr Al"l ldA I_ fPER' ALPHA A.LLII'A INC FL# "16544 R5 FL
<br />NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D.
<br />IJ.I
<br />U
<br />w 0 ¢ ¢
<br />= X LL O U 0 0 O Q -
<br />0
<br />4' MAX. RAID.
<br />USE (1) SIMPSON 1/2'" HD TITEN (CENTERED) w/
<br />i
<br />P'RUDuIPa,TAPPR�J1,',ALIFcI�aurhll=LR TENEDT:I:
<br />" "
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<br />I II I �I
<br />I -O -O
<br />ARCH DETAIL J
<br />MIN. 4" EMBEDMENT AT 16" O.C.
<br />CtN1LI WIT NAIL .09 DIA a 4'° a N a dV LdI I"W1IN1"1 El/IE1EC�tViIENT
<br />,„ "
<br />IWD 6 � 4" 11 x R 0 Il d DIAL � ND
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<br />e� LL
<br />�¢<Ow¢nzwz<?wcsda
<br />SCALE: N.T.S.
<br />SS
<br />12
<br />.
<br />PATTERN X
<br />IGAw M4.
<br />h ,
<br />L
<br />¢ 0 w a- w Z ¢
<br />W
<br />JACK TRUSS PROVIDED BY SEE
<br />TRUSS COMPANY OR PLAN
<br />I1
<br />,w _lit
<br />m" (EACH a._gR>OOVMI
<br />1. 1 I I ;:7 N7AMLES br aIK it H
<br />0 ° °
<br />u. Q 0 � '� u.
<br />2x6 #2 SYP @ 24" O.C.
<br />INISH FLOqp
<br />2
<br />WITH
<br />x $ BUCK -CONNECT TO BLOCK
<br />1/4" x 31/4" TAPCON (1 1/4" MIN. SBEBCTION
<br />ROOF SHEATHING ATTACHED
<br />STRUCTURAL. SOFFIT
<br />FIFOR
<br />°
<br />>, u
<br />EMBEDMENT INTO K.)
<br />PER NAILING SCHEDULE
<br />ALL
<br />4 ,F"
<br />SC:AILE: 3/4 1 -0 I I VJtI SCIFF S WITH
<br />° p
<br />1/4" MAX 21-0,1 8„
<br />FIEF+' _23. a.II" S-FiknNIIN��1ID SPAIN `�I'N 3PPER
<br />It IFTWVNII t k3LlA'
<br />° :6 p a p #5 BAR
<br />1,011 °
<br />Q
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />(5) 12d NAILS SIMPSON
<br />I HIE. , a YFFP..I.. FIl- Hsu0 I1INS ALLA II C)I'1I t°rRU IERIA
<br />° CENTERED W/
<br />b ¢' ° :
<br />' s H
<br />N
<br />1 X 4 FURRING
<br />BLKG. & BUCK
<br />H2,5A w/ 10
<br />2X6 TO 2X4 ( )
<br />8d NAILS'
<br />, �F EP'ER TO THE PRODUCT APPROVAL EIS' INSTALLATION DETAJL -''
<br />� . � IN TOP o
<br />° — KNOCKOUT / N
<br />o �..
<br />-I-= CHAIR BLOCK
<br />qf
<br />z W
<br />D
<br />8d NAILS @ 8" O.C. AT BUCK
<br />—�
<br />Ln P',
<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 />T W/ 1
<br />2 x 8 VER (2) 0d
<br />NAILS AT EA, END
<br />PROVIDE (2) MIN.
<br />n
<br />PROVIDE 2x ,
<br />CONT. W/ (3)
<br />— — b• '
<br />—_
<br />MONO FOOTING _ _ p , °
<br />I °.
<br />> (n C) p
<br />d > �,� CD
<br />VERT, BRACES WHEN HGT. OF
<br />BRACE EXCEEDS 24"
<br />TAPCON AT EA. SIDE
<br />BUCK - 1) WITHIN 4"
<br />(
<br />12d NAILS
<br />JACK TRUSS PROVIDED BY
<br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" Q.H.
<br />2 10d NAILS @ 8" O.C.
<br />k ()
<br />°��RyyN
<br />SIZE AND REINF, PER PLAN I-- °
<br />AND SECTION DETAILS -I
<br />I
<br />Ln M L~
<br />(/7 LL 'd'
<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 />#2 SYP @ 24" O.C.
<br />TO TRUSS TOP CHORD
<br /><ENC
<br />CLEAN FILL .e ° °
<br />r? z
<br />, w �
<br />TO BE INSTALLED
<br />+ + Ty PLYWOOD SHEATHING
<br />DIRT
<br />I-- oC c"i
<br />CL .q
<br />4'-0" MAX SEE PLAN
<br />+ +
<br />° STANDARD o
<br />BUILT UP PLWD. BUCK -
<br />+ +
<br />e ° 90' HOOK
<br />"� V
<br />SCRIBE (NOTCH) BACKSIDE
<br />(
<br />7/16 OSB ARCH PANEL
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTHJ
<br />+ +
<br />BLOCKING AS
<br />#5 BAR IN '
<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 />, 1
<br />NOTE: IF TRUSSES USED) W/ (2) #6 X4h WOOD
<br />SHED ROOF ENDS TO BE SCREWS @ 16 O.C. MAX. OR IF MASONRYw
<br />+ +
<br />+ `` REQUIRED,�
<br />FILLED CELL, -, , -,� , -,,
<br />®� ti v a ®` a' , ®,
<br />uj C�
<br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL
<br />'MAX, MAX, RAID.
<br />GABLE ONLY, CORNERS WALL USE (2) 1/4" X 31/2" TAPCONS AT 16"
<br />TO SUPPORT
<br />TRUSS +
<br />'
<br />®,� y o
<br />C)
<br />C)
<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 />e- �• "� ° °s ' "� °
<br />STEMWALL FOOTING
<br />SIZE AND
<br />b-
<br />PER INSTALLATION DETAILS
<br />B-g
<br />ARCH DETAIL K
<br />DESIGNED ONLY FOR THE SECTION Q@ ENTRY L
<br />2X4 SYP .
<br />���
<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 />AND METAL ROOF FINISH
<br />SCALE: 3/4" =1'-0"
<br />CONNECTOR
<br />N
<br />tV
<br />N
<br />N
<br />GLASS BLOCK INSTALLATION NOTES
<br />SEE LINTEL7
<br />NOTE: IF RETROFIT FELLED CELL CONDITIONS EXCEED (3) PER PROJECT,
<br />�
<br />�
<br />4
<br />r
<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 />c`=1
<br />cV
<br />N
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR.
<br />0
<br />0
<br />0
<br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
<br />ENTER SO IT
<br />i
<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 />c�
<br />ca
<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
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<br />to
<br />00
<br />00
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<br />N
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<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 />TYPES OR N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
<br />EXPANSION STRIP
<br />W/J-CHANNEL SECURED (MAX. 4'-0")
<br />0
<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 />OR OTHERWISE PLACEMENT. GLASS
<br />@24" O.G. FASTENED TO
<br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
<br />N
<br />&
<br />N
<br />d
<br />N
<br />0
<br />N
<br />a
<br />N
<br />N
<br />N
<br />REALIGN, TAP, MOVE BLOCK AFTER INITIAL FOR SOLID
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR
<br />W.W.M.
<br />AT PERIMETER
<br />CMU W/ 3" LONG T-NAILS @
<br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2")
<br />0 8 1073
<br />t 4
<br />0
<br />!'
<br />-
<br />ca
<br />CD6
<br />cV
<br />`;
<br />A
<br />0
<br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
<br />WHERE
<br />THIS
<br />2411 O C
<br />APR
<br />\,r/
<br />6
<br />Q
<br />N
<br />1/4" EXPANSION BOLT (2
<br />CONDITION
<br />(1) #5 BARS CONT.
<br />SECTION a@ ROOF EXTENSION M
<br />#5x6' EMBEDDED INTO EXISTING BOND BEAM
<br />Q
<br />C
<br />Q
<br />(D
<br />F
<br />CD
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga, PANEL
<br />PER ANCHOR)
<br />OCCURS
<br />TOP WITH MIN. 3"
<br />z
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER
<br />COVER 6,-0„
<br />F F
<br />SCALE: 3/4" = V-0" SS
<br />FILL CELL FULL HEIGHT W/
<br />0
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
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<br />0
<br />0
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<br />C)
<br />Q
<br />CD
<br />COURSE)
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />EXPANSION STRIP
<br />u
<br />o �
<br />NON SHRINK GROUT.
<br />LO
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<br />N
<br />tvj
<br />�j
<br />SEE SHEET D2 AND
<br />°
<br />'-►-�,
<br />-'
<br />A
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />='
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<br />— — — — -
<br />SIMPSON HTT4 w/ (18) 10d x 1
<br />w
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<br />s
<br />Virtl!at view Assist, Inc.
<br />"
<br />LO
<br />REINFORCING AS FOLLOWS:
<br />* PLACE LOWER HALF OF MORTAR IN BED JOINT, DO NOT FURROW.
<br />SEALANT
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<br />PRESS PANEL REINFORCING INTO PLACE. '`s '„.,,: '`
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<br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <'. ,., r' :'<•, _'
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<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT :: ;::° `'` " ;,;° `.,:
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<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAP 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 />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 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
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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 />RETROFIT
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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"
<br />= 1'-0"
<br />RETROFIT FOR MISSING
<br />SCALE: N.T.S.
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<br />MSTAM STRAP
<br />INSTALLATION OF GLASS BLOCK.
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<br />LAST PLOT DATE
<br />Mar, 9, 21
<br />STRUCTURAL
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<br />DETA;ILS-RETRO FIT
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