|
1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER
<br />DOOR JAMB REFER 1x4 112" DRYWALL
<br />(
<br />TO PRODUCT
<br />MAX.8
<br />UNACCEPTABLE INSTALLTION
<br />P.T. TO PRODUCT
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<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 />1 X 4
<br />#5 REBAR (TYP,)
<br />3/4" PLYWOOD DECKING GLUED
<br />ATTACHED WALL SHEATHING TO
<br />nl
<br />1x4 P.T. 3/16"0 X 3" LONG FURRING
<br />FURRING
<br />2 ROWS 3/16' x 3-1/2"
<br />O
<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 />o
<br />3-1/4" LONG X 3/16"0 FURRING TAPCONS
<br />TYP,
<br />(TYP,)
<br />6" O.C. EDGES AND 12" O.C. FIELD
<br />TAPCON. INTO STAGGERED @ 16"
<br />TAPCON @ 16" O.C. & 4" 2X8
<br />\
<br />BLOCK@ SPACING 1x8 P.T.
<br />PER MANUFACTURE 1 �� DETAIL O.C. 2-ROWS INTO
<br />FROM EACH END w/ MIN. 1X8
<br />2" EDGE DIST. ATTACH
<br />TD. 90° HOOK (TYP.)
<br />2x BAND JOIST W/ FACE NAIL 10d
<br />w
<br />k
<br />MASONRY THROUGH n
<br />1-1 /2 DETAIL
<br />1x8 w/ (2) ROWS 8d NALS ��
<br />3 DETAIL
<br />STD. 90'
<br />@ TOP & BTTM CHORD, AND (8)
<br />- V
<br />LO
<br />o
<br />1x4 P.T. & 1x8 P.T.
<br />STAGGERED @ 12" O.C.
<br />FILL SOLID
<br />BOTH CELLS
<br />HOOK TYP.
<br />(TYP.)
<br />FACE NAILS 10d TRUSS VERT.!
<br />@
<br />��
<br />- -
<br />00
<br />WEB
<br />,'
<br />� . ��� ..
<br />�*
<br />3/16" x 3 -1/2"
<br />TAPCON @ 16" 1x4 P.T.
<br />O.C. & 4" FROM DOOR JAMB (REFER
<br />DOOR JAMB (REFER
<br />TO PRODUCT
<br />!�
<br />%
<br />METAL SEAT PLATE
<br />NOTE:
<br />n
<br />"
<br />1'
<br />r , T,;
<br />tY
<br />z
<br />w
<br />EACH END W/ MIN. TO PRODUCT
<br />APPROVAL FOR CONN. 1x4 1/2" DRYWALL
<br />LAP SHEATHING TO
<br />A.N " ' ?
<br />2
<br />DOOR JAMB (REFER
<br />2" EDGE DIST.
<br />TO PRODUCT APPROVAL FOR CONN.
<br />2x8 P.T. w/ 2 ROWS 3/16"L1197/
<br />O
<br />�
<br />BOTTOM OF BAND
<br />JOIST TYPICAL
<br />x _
<br />'�
<br />_
<br />O
<br />APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2"
<br />O
<br />x 3-1/2" TAPCON @ 16" 1x4
<br />O.C. & 4" FROM EACH
<br />,;�
<br />''° 7 a.
<br />TAPCON @ 16" O.C. &
<br />FURRING
<br />END w/ MIN. 2" EDGE DIST.
<br />NOTC @FIRST COURSE
<br />SIMPSON HGAMI0KTA @ 12" O.C.
<br />- m a
<br />"
<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 />0
<br />2x P.T. AS REQ'D MIN. 2" EDGE DIST.
<br />(2) ROWS 10dx3" 2x8
<br />INTO BAND JOIST & (4) 1/4"x2 314"
<br />P
<br />zz
<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.O. BLOCK
<br />+5^
<br />BUILDOUT @OVER SIZE DOOR -WINDOW ROUGH OPENINGS(CC
<br />FILLED CELL PER
<br />FOUNDATION PLAN
<br />FILLED CELL INSTALLATION
<br />H
<br />RETROFIT FOR MISSING
<br />EMBEDDED STRAP
<br />� > 0 � 00
<br />SCALE: N.T.S.
<br />SS
<br />SCALE: N.T.S.
<br />SS
<br />_(D
<br />' � N
<br />�
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
<br />a- M
<br />N V � � ai
<br />i= 'L s o
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<br />� }
<br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION
<br />UPLIFT CAPACITY = 805 #FOR 1 STRAP
<br />c�, O Q
<br />•- �
<br />� Q
<br />W/ 1/4 x 3 1/4 TAPCON 1 1/4 MIN. A -A
<br />(
<br />_
<br />- 1610 #FOR 2 STRAPS
<br />RCH PLAN AND�.
<br />- FILL ist4COURSES
<br />SOLID W/GROUT
<br />�,
<br />— O <
<br />•N W Q
<br />EMBEDMENT INTO BLK.) 1/4" MAX
<br />,r 2'-0" 8"
<br />1 PLY PRE-ENGINEERED TRUSS
<br />-SEE
<br />A - `` =
<br />-
<br />V N`
<br />QD i o E
<br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN.
<br />1/4" x 3 1/4" TAPCONS
<br />N0 � I F21)
<br />,.`
<br />BLOCK HEADER ARCH BLKG. & BUCK -�
<br />yry" SIMPSON HM9KT W/ (4) 1/4"x1 1/2" SDS
<br />;'.
<br />10
<br />w a
<br />.
<br />1/2' DRYWALL
<br />~. SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
<br />M
<br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
<br />2x SLID, A. 'vIA
<br />8d NAILS AT 8" O.C. AT BUCK
<br />SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)AL
<br />-UM k C<11 ESE
<br />a
<br />2 x 8 45^ DIAGONAL SIN 0
<br />(4) 10d NAIL T
<br />BRACES
<br />O
<br />LEAVE A CUT OUT IN O.S.B. ON THE
<br />INSIDE TO ALLOW FOR INSULATION
<br />:..:.. .
<br />: '.::.:.-......:...." ....
<br />!
<br />• •> LI Ire
<br />I L� PE
<br />2 x 8 BRACE/ BLKG.
<br />7/16" OSB
<br />TO BE INSTALLED
<br />= :`-.:: `=,` . '
<br />" BOND BEAM OR CAST IN PLACE BEAM
<br />``
<br />PF'D PI ;4t1 I 1 ,14' T �Ir;lj PAINTED
<br />! F
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CONTACT ENGINEER OF RECORD FOR :.
<br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />POLY IN THIS AREA
<br />2 x 8 45 DIAGONAL BRACE AT EA.
<br />,;.. :. .•.:.
<br />- '+`iL 1... EAD
<br />FURTHER INSTRUCTIONS. .'A
<br />-CELL
<br />SCRIBE (NOTCH) -
<br />BACKSIDE TO FIT ARCH (4)10dNAILS INTO 2 x 8
<br />FACE OF ARCH W/ (3) 10d NAILS
<br />AT EA. END
<br />RETROFIT TRUSS DETAIL
<br />_r
<br />F CFI ! C N I EC SL. OI _ a`IFRT
<br />.<
<br />OVERHAN ^:b' �-
<br />°
<br />CONNECT W/ 8d NAILS BRACE/ BLKG.
<br />_
<br />•s.•a L-�:l=` s II1:_ a T1Nrw
<br />.•
<br />N.T.S.
<br />B ^,)CKING air 2 i�_:n P'•k Ii a d' . F-`HR �.DE`k
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />INSTALL WDW. SCREW ANCHOR ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
<br />PROVIDE TAPCON WITHIN
<br />w 3-1 d NAILS , (P. E
<br />- - - _--
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />W
<br />w P W J W Q Ff 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 />t :G 31; L =- -F T �1 ERI -` ----PAN CAP CI � BASED
<br />ON THE DE511 �N F1RFF"- JRE* PHCL=IFkED FOR Gg- P4PQNLNT-_ ; �A--A-ADL)I NCB �
<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 4Y2' WOOD
<br />O
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
<br />/
<br />LISTED !N THE m+E � = F -ERIA ON SHEEET SN
<br />FC+R SI O FF I 1H T E I P, J 1 A � UM, t� F , 16544 ., =L �
<br />°'Q
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
<br />W W
<br />� �
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<br />u, o a a 0 ¢ ¢ � Y z
<br />J O !Y LL U O J O
<br />a a X J Un W � o U) o o J 1=
<br />j o ¢ z w LL_ z 2 J z ¢ ¢
<br />ARCH DETAIL J
<br />4' MAX. RAD.
<br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/
<br />P t4"TAiP R A+iF'CHANN AA N
<br />- -F I-� 11N. 14� r
<br />f-
<br />CY O
<br />O
<br />acowIr0 OIYoOm U
<br />w w - z w - Z _
<br />�oa�fnWw�cnLLwrap J
<br />MIN. 4" EMBEDMENT AT 16" O.C.
<br />• "- I k 1 x.1='i _I ..' T EI E k,.s -4 1A . �1. . iN � l;Ai O l u
<br />1�-B° rJ�-���
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<br />¢ `� w o o ¢
<br />SCALE: N.T.S.
<br />Qs")
<br />12
<br />JACK TRUSS PROVIDED BY
<br />TRUSS COMPANY OR SEE
<br />PLAN-_
<br />2x6 #2 SYP @ 24" O.C.
<br />PATT R'
<br />3 . y ,
<br />SUS FA a � a 4 .-Rk( �iN ,. A?I w ._� CH tiROv E
<br />-
<br />INISH FLO
<br />w � y z a ¢
<br />o ¢ _ a a
<br />w o � �
<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 />EMBEDMENT INTO K.)
<br />ROOF SHEATHING ATTACHED -
<br />PER NAILING SCHEDULE
<br />ALL
<br />STRUCTURAL
<br />ALE, 3, , 1. 011 I�.a I FC A .; ._ I_ t tl .li 1 S FF WITH S A
<br />.I w�I
<br />°
<br />> D D
<br />° D
<br />°
<br />MAX 2,-0„ 8
<br />J I T�" L rill r.t� L L� r I 1 PER
<br />D D. e . #5 BAR
<br />D
<br />�. n
<br />�
<br />O
<br />BLOCK HEADER
<br />r�1/4"
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />(5) 12d NAILS SIMPSON
<br />i
<br />THE a I�-Ff , FL PA. 1NST_°�.LL. ,. ,)N GPIT R_A
<br />p s 10" ° CENTERED W/
<br />D ° .
<br />O
<br />1 X 4 FURRING
<br />BLKG. & BUCK
<br />H2.5A W/ 10
<br />2X6 TO 2X4 ( )
<br />8d NAILS
<br />� REFER T THE PSI - AI�1�VAI< FAR INSTALLATION DETAILS.'
<br />D ' . `b IN TOP o
<br />°
<br />KNOCKOUT / N
<br />D t8:..0CHAIR
<br />Z W
<br />�
<br />BLOCK
<br />8d NAILS @ 8" O.C. AT BUCK
<br />I I— °
<br />U) � N
<br />PROVIDE 2 x 8 DIAG. BRACE BT
<br />_
<br />2 x 8 VERT. W/ (2) 10d
<br />[JAILS AT EA. END
<br />PROVIDE
<br />(2) MIN.
<br />PROVIDE 2x
<br />CONT. W/ (3) .
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
<br />_ p '
<br />MONO FOOTING •a Q.. D °
<br />I
<br />� � O
<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 Z-6" TO 4'-0" O.H.
<br />2 10d NAILS @ 8' O.C.
<br />O
<br />_
<br />SIZE AND REINF. PER PLAN I —I
<br />AND SECTION DETAILS -I I
<br />�
<br />I— M �
<br />Q J Ln
<br />JACK TRUSS PROVIDED BY
<br />XOV
<br />1
<br />LEAVE A CUT OUT IN O.S.B. ON T
<br />MIN. OF START OF
<br />TRUSS COMPANY OR 2x4
<br />E7, TO TRUSS TOP CHORD
<br />qN
<br />°
<br />CLEAN FILL D °
<br />U) �
<br />In
<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 />< Lu Q
<br />d M
<br />4'-0" MAX SEE PLAN
<br />+
<br />-STANDARD o
<br />BUILT UP PLWD. BUCK
<br />+
<br />°.'A
<br />00
<br />-
<br />SCRIBE (NOTCH) BACKSIDE
<br />7/16" OSB ARCH PANEL
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />+
<br />+
<br />D90 HOOK N
<br />#5 BAR IN "
<br />Q U Q
<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'Yi' WOOD
<br />SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />+
<br />+ + BLOCKING AS
<br />+ REQUIRED
<br />FILLED CELL
<br />®" ' ®n a '
<br />"a ° sa�
<br />Uj
<br />Z
<br />W
<br />,J O
<br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL
<br />4' MAX. RAD.
<br />GABLE ONLY, CORNERS WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
<br />TO SUPPORT
<br />TRUSS +
<br />' � ' •
<br />°
<br />p
<br />INSTALL WDW, SCREW
<br />THRU OSB INTO 2 x 8
<br />SHALL NOT BE FRAMED AS O.C.
<br />+ + SOFFIT
<br />>m >� n• ° ° em f• ° ° e® n• ° ,® �•
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />ARCH DETAIL K
<br />HIP.
<br />DESIGNED ONLY FOR THE SECTION ENTRY
<br />+
<br />2x4 SYP ® n
<br />STEMWALL FOOTING SIZE AND
<br />B-B
<br />L
<br />REINF PERLAN AND STEMWALL
<br />SCALE: N.T.S. SS
<br />INSTALLATION OF SHINGLE SCALE: 3/4" = V-0"
<br />SS
<br />EACH TRUSS
<br />MONO TO STEMWALL FOOTING SECTION DETAILS
<br />04
<br />AND METAL ROOF FINISH
<br />SCALE: 3/4" = 1'-0"
<br />CONNECTOR
<br />0
<br />04
<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 />N
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR.
<br />o
<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 />PRECAST LINTEL
<br />SEE ELEVATION
<br />DRILL 3/4"x5" MIN. HOLE SET BAR IN
<br />0
<br />06
<br />HOOKED DOWEL
<br />co
<br />CO
<br />ao
<br />co
<br />O
<br />O
<br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
<br />"S" "N".
<br />2X2 #2 P.T. MIN. FOR OVER HANG
<br />EPDXY CAP TO PREVENT LEAKAGE
<br />TYPE OR STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
<br />EXPANSION STRIP
<br />W/J-CHANNEL SECURED (MAX. 4'-0")
<br />O
<br />0
<br />0
<br />O
<br />O
<br />o
<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 />cV
<br />&
<br />CV
<br />&
<br />CN
<br />o
<br />N
<br />o
<br />N
<br />N
<br />N
<br />M
<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 />ao
<br />N
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
<br />1/4" EXPANSION BOLT
<br />W.W,M. AT PERIMETER
<br />24' O.C.
<br />04
<br />4
<br />o
<br />�
<br />-
<br />&
<br />6
<br />p
<br />o
<br />o
<br />o
<br />cal
<br />(2
<br />PER ANCHOR)
<br />WHERE THIS CONDITION
<br />(1) #5 BARS CONT.
<br />SECTION @ ROOF EXTENSION M
<br />} #5x6' EMBEDDED INTO EXISTING BOND BEAM
<br />o
<br />0
<br />0
<br />o
<br />r
<br />O
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL
<br />OCCURS
<br />TOP WITH MIN. 3"
<br />z
<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 />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 />Q FILL CELL FULL HEIGHT W/
<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)
<br />EXPANSION STRIP
<br />2 w
<br />LLo U NON SHRINK GROUT.
<br />N
<br />Lo
<br />>
<br />r
<br />O
<br />nj
<br />o
<br />�rj
<br />o
<br />4
<br />O
<br />L6
<br />O
<br />O
<br />O
<br />ti
<br />SEE SHEET D2 AND
<br />SIMPSON HTT4 w/ (18) 10d x 1
<br />FLOOR PLAN FOR
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />REINFORCING AS FOLLOWS:
<br />°
<br />D
<br />D D _ _
<br />w A
<br />U a
<br />1
<br />d'
<br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. :.:'
<br />SEALANT
<br />I i=III=III=III=III=III;
<br />D o - - - = I-
<br />112" NAILS TO STUDS & (1) -
<br />MORE INFO
<br />5/8" DIA. ALL THREAD ROD
<br />LL a
<br />F_ J
<br />;x5 6' O
<br />EMBEDDED INTO
<br />z z
<br />PRESS PANEL REINFORCING INTO PLACE.
<br />" M N LAP PLI E W/
<br />6 I SPLICE
<br />D . D — _
<br />III —III —III
<br />- - -
<br />EPDXIED w/ SIMPSON "SET"
<br />EPDXY MIN. 6" EMBEDMENT &
<br />z
<br />—
<br />EXISTINGFOOTING
<br />2# �5x6' IN CONC.
<br />()
<br />- O
<br />Z
<br />� w -
<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
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<br />DRILL 3/4"x5" MIN. HOLE
<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 />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. GLASS BLOCK DETAIL
<br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
<br />D (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
<br />EXISTING A SECTION
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<br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
<br />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" = 1'-0"
<br />RETROFIT FOR MISSING
<br />SCALE: N.T.S.
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<br />GLASS
<br />MSTAM STRAP
<br />INSTALLATION OF BLOCK.
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<br />SCALE: 3/4" = V-0"
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<br />Plans Review completed and approved
<br />for compliance with the 2020 FBC 7th Edition
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<br />LAST PLOTIDATE
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<br />Jul. 15, 22
<br />by Debra Anne Klahr PX2300
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<br />DETAIL'S—RETRO FIT
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