|
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 />P.T. TO PRODUCT
<br />TO PRODUCT APPROVAL FOR CONN.
<br />PROPER INSTALLATION MAX, 8 DO NOT DO THIS
<br />"x BOT. PLATE W/ (2) 10d @ " O.C.
<br />APPROVAL FOR CONN. 1x4
<br />APPROVAL FOR CONN. 1 X 4
<br />#5 REBAR TYP,
<br />( )
<br />3/4" PLYWGOD DECKING GLUED
<br />ATTACHED WALL SHEATHING TO
<br />j
<br />1x4 P.T. FURRING
<br />3/16"0 X 3" LONG FURRING
<br />3-1/4" LONG X 3/16"0 FURRING (2) ROWS 3/16" x 3-1/2"
<br />TAPCONS „
<br />#5 REBAR
<br />(TYp,)
<br />AND NAILED W/ 8d COMMON @
<br />6" O.C. EDGES AND 12" O.C. FIELD
<br />2X BOTTOM PLATE W/ 8d @ 4
<br />O.C., 2 ROWS STAGGERED
<br />!'
<br />N
<br />o
<br />�I
<br />TAPCON @ 16 O.C. & 4 2X8
<br />TAPCON. INTO STAGGERED @ 16' 1x8 P.T. FROM EACH END w/ MIN. 1X8
<br />B K SPACING „ O.C. 2-ROWS INTO
<br />�a r
<br />LO
<br />PER MANUFACTURE 1DETAIL 2" EDGE DIST. ATTACH
<br />MASONRY THROUGH n
<br />1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS
<br />TD. 90° HOOK (TYP,)
<br />2x BAND JOIST W/ FACE NAIL 10d
<br />r? � •'��,, - R �.. ,;, >u
<br />1x4 P.T. & 1x8 P.T. 3" DETAIL
<br />STD. 90^
<br />FILL SOLID HOOK
<br />@TOP & BTTM CHORD, AND (8)
<br />° ;00
<br />STAGGERED @ 12 O.C.
<br />BOTH CELLS (TYP.)
<br />FACE NAILS 10d @ TRUSS VERT.
<br />(H ' }
<br />3/16" x 3 -1/2" DOOR JAMB REFER
<br />@ „ 1x4 P.T.(
<br />TAPCON 16 TO PRODUCT
<br />WEB
<br />METAL SEAT PLATE
<br />4d z uy 4 s m
<br />`
<br />� €.� _ - F
<br />(Y
<br />¢
<br />O.C. & 4 FROM ( 1/2" DRYWALL
<br />�� DOOR JAMB REFER APPROVAL FOR CONN. 1x4
<br />NOTE:
<br />LAP SHEATHING TO
<br />�,
<br />3
<br />,� � •
<br />�.�
<br />z
<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 />BOTTOM OF BAND
<br />_
<br />TO PRODUCT
<br />JOIST TYPICAL:
<br />�'
<br />0
<br />e, •.
<br />x 3-1/2 TAPCON 16
<br />APPROVAL FOR CONN. �° 1x4
<br />(2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH
<br />'�.
<br />A p
<br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING
<br />w
<br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/
<br />±2" NOTC @FIRST COURSE
<br />SIMPSON HGAMIOKTA @ 12" O.C.
<br />w/ (4) 1/4x1 1/2" SIDS SCREWS
<br />x
<br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8
<br />INTO BAND JOIST & (4) 1AN2 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 />TITEN INTO K.O. BLOCK
<br />¢
<br />+5^ FIRST 2 COURSES
<br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC
<br />FILLED CELL PER
<br />FOUNDATION PLAN
<br />FILLED CELL INSTALLATION H
<br />RETROFIT FOR MISSING
<br />EMBEDDED STRAP
<br />N 0 o o
<br />SCALE: N.T.S. SS
<br />08
<br />SCALE: N.T.S.
<br />SS
<br />INFO SCALE: N.T.S.
<br />_�
<br />' p m ?
<br />i, }Ln
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL.
<br />N V -0 a- 2
<br />Cl)
<br />E •
<br />L L
<br />u o
<br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION
<br />=
<br />UPLIFT CAPACITY 805 #FOR 1 STRAP
<br />p 8 a Q
<br />^
<br />W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A -A
<br />= 1610 #FOR 2 STRAPS
<br />:•' ': FILL 15c4000RSES
<br />.- .= U p
<br />EMBEDMENT INTO BLK.) 1/4" MAX
<br />2''0" 8"
<br />SEE ARCH PLAN AND
<br />''
<br />�. SOLID W/GROUT
<br />:•
<br />N V w QN
<br />(U E
<br />„
<br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS
<br />1 PLY PRE-ENGINEERED TRUSS
<br />PIKE-ENG TRUSS DESIGN
<br />`� SEE NOTE 1 BELOW
<br />a
<br />L o
<br />� � � � a �
<br />BLOCK HEADER ARCH BLKG. & BUCK
<br />H
<br />""' : > :':: ° ,
<br />SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SIDS
<br />_
<br />-_
<br />r ~
<br />1/2" DRYWALL �c
<br />'; SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
<br />IS 2 PLY INSTALL SIMPSON LGT2 wl 16 16d�_
<br />( )�
<br />�LL--
<br />2k SUB FASCIA
<br />8d NAILS AT 8" O.C. AT BUCK
<br />2..-
<br />`. SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)
<br />I
<br />- --. _.., . ALUM DRIP EDGE
<br />LEAVE A CUT OUT IN O.S.B. ON THE
<br />2 x 8 45^ DIAGONAL (4) 10d NAILS !NTO
<br />`. ` '`'' ';;'-
<br />:•.>>:::.. "
<br />t, ;
<br />``
<br />BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION
<br />7/16" OSB TO BE INSTALLED
<br />.... , , .`
<br />::• ;-.;,;,:.,:.:;.
<br />. •:::;•.
<br />BOND BEAM OR CAST IN PLACE BEAM
<br />BR WALL TYP- I ... ALUM FASCIA
<br />1�EB PLAN I - r 1.314" TRIM PAINTED
<br />v
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />ARCH PANEL CUT HOLE IN C.S.B. FOR
<br />;.
<br />I - _
<br />S MAIL 511'' HEAD
<br />CONTACT ENGINEER OF RECORD FOR
<br />BUILT UP PLWD. BUCK
<br />POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA.
<br />° y
<br />F CHA:�I IFi ""w 24
<br />FURTHER INSTRUCTIONS, ° ` '" •''
<br />SCRIBE (NOTCH)
<br />FACE OF ARCH W/ (3) 10d NAILS
<br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END
<br />RETROFIT TRUSS DETAIL
<br />FAS �I+IEGPER IEIA
<br />NOTE 2 BELOW - CONT VENTED OR SOLID'SOFFIT
<br />•'° '
<br />OVERHAN
<br />•... �.
<br />CONNECT W/ 8d NAILS BRACE/BLKG.
<br />CANT 2x4 NAILED TO BLOCKING NAILED TO TOP
<br />'
<br />N.T.S.
<br />LOURING 2-1;`d NAIK.. (k`I CHORD EVERY OTHER TRUSS
<br /><. ....:,
<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 PROVIDE TAPCON WITHIN
<br />NAILS, TYP. ( )
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />0 L vi W p �
<br />0, W 2 Y o
<br />W a W Z
<br />INTO ARCH BLKG. PER 4" MIN. OF BRACE
<br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
<br />_.._-___ �_
<br />1 G. i BUILDER. TO VERIFY'; PRO FIDE SOFFIT MATERIAL SPAN CAPACITIES EASED
<br />MATERIAL
<br />ON THE DESIGN gRL SUR£.S SPECIFIED FOR COMPONENTS AND CLADDING, �
<br />FOR OVERHANGS BE 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 4Y2' WOOD
<br />O
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
<br />/
<br />LISTED IN THIE DESK _�N CMTEI�IA. C,N HEET SN_
<br />2 FOD SOF=IT A�Acij l taT T WALL (PER ALPHA PHA ALuN_ INC. I L# 16544 R FL
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
<br />W W
<br />(� W
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<br />Q
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<br />o ¢ a .. a go
<br />O [Y u U O 02 - O
<br />? o x Q Z o Z 2 o o � Q �
<br />o
<br />4' MAX. RAID.
<br />ARCH DETAIL J
<br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/
<br />PRODUCT APPROVAL) F CHANNEL f A��TEN� D' TO,
<br />- CMU 1 T NAIL 097" D @ 24' O` A,. w/ M! " MI EMBEDMENT
<br />I- �
<br />� o p
<br />U'
<br />o cn � � o Z o E o o m
<br />� ; � ; � W W � � � � ¢ o �
<br />m Z Z O
<br />SCALE: N.T,S.
<br />MIN. 4" EMBEDMENT AT 16" O.C.
<br />12
<br />t )1S A. a,i°4 1r4 ROWN TAPLE u 4 I�1AX. G.O. IN DIAI c ID
<br />�� ��
<br />I -� 5 -�
<br />O Z LL
<br />J¢ o y o z O W U a
<br />¢ o Q j Q Y o Q Q
<br />SS
<br />JACK TRUSS PROVIDED BY SEE
<br />TRUSS COMPANY OR PLAN.....-
<br />2x6 #2 SYP 24 O.C.
<br />PATTERN RN
<br />SUB FASCIA iih 16 G,A ,4 x , 4® CROWN TAP E-ACH GROOVE
<br />-
<br />INISH FLO
<br />o ¢ O � ¢
<br />•
<br />2
<br />WITH
<br />x 8 BUCK - CONNECT TO BLOCK SECTION
<br />1/4" x 3 1/4" TAPCON (1 1/4" MIN, B_B
<br />ROOF SHEATHING ATTACHED
<br />/
<br />STRUCTURAL SOFFIT
<br />SF01
<br />°
<br />P �
<br />:
<br />y
<br />EMBEDMENT INTO
<br />PER NAILING SCHEDULE
<br />- )FORALI-IINU1 SOI<F�ITS ITH SRA#NS
<br />SCALE 314- .I..A
<br />° .. °u
<br />1/4 MAX 2 -0" 8„
<br />-1-0R
<br />REV. ID.2e.- �IK 4° , III L MID SPAN BLOCKING PER
<br />P
<br />:D P.. a D #5 BARRED
<br />O
<br />BLOCK HEADER
<br />1 X 4 FURRING
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />BLKG. &BUCK
<br />(5) 12d NAILS SIMPSON
<br />H2.5Aw/ 10
<br />2X6 TO 2X4 ( )REFER
<br />8d NAILS
<br />�
<br />E SOFFIT FL PA INSTALLATION C�RITE IA
<br />THE
<br />TO I'IR+I3CT APPROVAL «flR [I+iSTAI<E.ATI+I DETAILS:
<br />10" e ° CENTS W/
<br />�
<br />, .' "du IN TOP o
<br />°
<br />_ _ � Ig ,' KNOCKOUT / c4
<br />N
<br />z W
<br />/
<br />° CHAIR BLOCK4
<br />8d NAILS @ 8" O.C. AT BUCK
<br />_ _ _
<br />I I— I I— °
<br />� = p
<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 />PROVIDE 2 x 8 DIAG. BRACE BTWN-,PROVIDE
<br />VERT. BRACES WHEN HGT. OF
<br />2 x 8 VERT. W/ (2) 10d
<br />NAILS AT EA. END
<br />---
<br />(2) MIN.
<br />TAPCON AT EA. SIDE
<br />PROVIDE 2x
<br />CONT. W/ (3)
<br />12d NAILS
<br />- —
<br />MONO FOOTING - _—_ D •'ue
<br />SIZE AND REINF. PER PLAN I — °A
<br />V)
<br />� M p
<br />I"- M
<br />Ln
<br />BRACE EXCEEDS 24"
<br />LEAVE
<br />BUCK - (1) WITHIN 4"
<br />JACK TRUSS PROVIDED BY
<br />X (2) 10d NAILS @ 8' O.C.
<br />OVF
<br />AND SECTION DETAILS -I
<br />I
<br />Q _I
<br />W
<br />A CUT OUT IN O.S.B. ON TI
<br />MIN. OF START OF
<br />TRUSS COMPANY OR 2x4
<br />RN TO TRUSS TOP CHORD
<br />qN
<br />°
<br />CLEAN FILL J, ° P
<br />Ln
<br />2 x 8 VERT. BRACE(S)
<br />INSIDE TO ALLOW FOR INSULATION
<br />TO BE INSTALLED
<br />ARCH
<br />#2 SYP @ 24" O.C.
<br />+ LFN
<br />+ + CTy PLYWOOD SHEATHING
<br />DIRT z
<br />� Q Ln
<br />M
<br />�-
<br />4'-0" MAX SEE PLAN
<br />+ +
<br />° STANDARD o
<br />'-q
<br />BUILT UP PLWD. BUCK-
<br />°.
<br />�
<br />SCRIBE (NOTCH) BACKSIDE
<br />7/16" OSB ARCH PANEL
<br />SYP #2 CONT. (MATCH TRUSS DEPTH
<br />+ +
<br />+
<br />#5 BAR IN ° 90° HOOK iv
<br />Z V Q
<br />TO FIT ARCH CONNECT W/ .L�;;�42X4
<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 />+
<br />+ + BLOCKING AS
<br />+ REQUIRED
<br />FILLED CELL , a ®� ®® , - ®
<br />®Q a ®° v o o '®, Q o ®®LU
<br />W
<br />J
<br />INSTALL WDW, SCREW ----"----'
<br />CREW
<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 />()
<br />TO SUPPORT
<br />TRUSS + SOFFIT
<br />®�
<br />e, �. , d ,. ®, a o „® ®. a ®�. �. , ®,. ®.
<br />O
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />THRU OSB INTO 2 x 8
<br />SHALL NOT BE FRAMED AS O.C.
<br />HIP,
<br />+ +
<br />+
<br />2X4
<br />STEMWALL FOOTING
<br />SIZE AND
<br />B-B
<br />ARCH DETAIL K
<br />DESIGNED ONLY FOR THE SECTION @ENTRY L
<br />SYP : ®
<br />REINF. PERLAN AND
<br />STEMWALL
<br />NJ
<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" = 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 />0
<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 />No
<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 />+
<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 />0
<br />co
<br />00
<br />R O
<br />0
<br />N
<br />0
<br />N
<br />O
<br />N
<br />N
<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. (PLACE EXPANSION STRIP
<br />W/J-CHANNEL SECURED (MAX.MAX4'-0")
<br />0
<br />0
<br />0
<br />o
<br />0
<br />0
<br />0
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
<br />20 ga. PANEL
<br />@24" O.C. FASTENED TO
<br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
<br />N
<br />N
<br />d�
<br />¢ N
<br />0
<br />N
<br />0
<br />N
<br />N
<br />N
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
<br />ANCHOR
<br />CMU W/ 3" LONG T-NAILS @
<br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2")
<br />cN
<br />CD
<br />00
<br />N
<br />co
<br />o
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<br />"SQUEEZED „
<br />W.W.M. AT PERIMETER
<br />24' O.C.
<br />d
<br />'
<br />r-
<br />-
<br />O
<br />o
<br />O
<br />T-
<br />o
<br />cV
<br />COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4 EXPANSION BOLT (2
<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 />O
<br />,.0)
<br />' O
<br />O
<br />r
<br />r
<br />O
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR)
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING
<br />OCCURS
<br />TOP WITH MIN. 3"
<br />COVER
<br />SCALE: 3/4" = 1'-0"
<br />SS
<br />z
<br />O
<br />o
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER
<br />6.0 F.F.
<br />¢ FILL CELL FULL HEIGHT W/�17?�
<br />L
<br />OR CHASE SURROUNDS. RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE) EXPANSION STRIP
<br />2
<br />v NON SHRINK GROUT.
<br />N
<br />W
<br />>
<br />o
<br />C j
<br />°0
<br />I' prj
<br />O
<br />o
<br />L6
<br />0
<br />�
<br />0
<br />ti
<br />°
<br />ow
<br />w A
<br />!`
<br />z
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />REINFORCING AS FOLLOWS:
<br />* SEALANT
<br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. - ':�; :'�
<br />o
<br />� � _ _ _ _
<br />I I=III=III=III=III=III=
<br />, o - - - - - -
<br />- - - - - -
<br />g . �—I � I I � I —I � I, ,—,III-III_
<br />SEE SHEET D2 AND
<br />SIMPSON HTT4 w/ (18) 10d x 1
<br />1/2" NAILS TO STUDS & (1) - FLOOR PLAN FOR
<br />„ MORE INFO
<br />5/8 DIA. ALL THREAD ROD
<br />w Virtual Review Assist. Inc.
<br />� �
<br />a 1 Plans Review com leted
<br />for co P and approved
<br />g m lian
<br />� � P ce with the 1
<br />#5x6 EMBEDDED INTO 010 FBC
<br />* PRESS PANEL REINFORCING INTO PLACE. „ P E
<br />6 MIN. LAPS LIC W/
<br />I —I I I-1T_I—I 117
<br />D III —III —III-
<br />_ _ -
<br />EPDXIED w/ SIMPSON "SET „
<br />�,
<br />EPDXY MIN. 6 EMBEDMENT &
<br />7th Edition
<br />z h ►tlfln
<br />Debra
<br />Y a
<br />- Anne K ,
<br />EX TING FOOT NG l
<br />IS I IN C.
<br />co� W U)
<br />?
<br />z -
<br />w c�
<br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL - - REINFORCING PANEL
<br />SMOOTH. DO NO FURROW.
<br />-
<br />I-111-II1-
<br />° 11 �=1 11=1
<br />a
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<br />3 MIN. EDGE DISTANCE
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<br />DRILL 3i4 x5 MIN. HOLE
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<br />F PLACE FULL MORTAR BE T RE E
<br />C UD FOR JOINTS NO 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 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 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
<br />\ ' (2) #5 REBAR. MIN. 3"
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<br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MGRTAR.) 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 BE I-WEEN
<br />EXISTING FOOTING
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<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
<br />SCALE: N.T.S.
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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" = 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 />SCALE: 3/4" = V-0"
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<br />LAST PLOT DATE
<br />Dec. 15, 22
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<br />STRUCTURAL
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<br />DETAILS—RETRO FIT
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