|
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 />TO PRODUCT P.T. - TO PRODUCT APPROVAL FOR CONN.
<br />MAX 8„
<br />PROPER INSTALLATION
<br />DO NOT DO THIS
<br />2"x BOT. PLATE WI (2) 10d @ 6" O.C.
<br />APPROVAL FOR CONN.
<br />APPROVAL FOR CONN. 1x4 1 X 4
<br />#5 REBAR (TYP,)
<br />3/4" PLYWOOD DECKING GLUED
<br />ATTACHED WALL SHEATHING TO
<br />-
<br />1 x4 P.T. 3l16"0 X 3" LONG FURRING
<br />3-1/4" LONG X 3/16"0 FURRING (2) ROWS 3/16 x 3-1/2"
<br />FURRING
<br />#5 REBAR
<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 />a
<br />CO
<br />N
<br />o
<br />TAPCON. INTO TAPCONS TAPCON @ 16 O.C. & 4"
<br />2X8
<br />CO
<br />BLOCK@ SPACING STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN.
<br />1" DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH
<br />1X8
<br />T-.
<br />R
<br />N
<br />M
<br />PER MANUFACTURE MASONRY THROUGH n „
<br />1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS
<br />3
<br />DETAI L
<br />STD. 90
<br />,a
<br />TD. 9t HOOK (TYP.)
<br />2x BAND JOIST W/ FACE NAIL 10d
<br />@ TOP & BTTM CHORD, AND (8),.
<br />o
<br />1 x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C.
<br />FILL SOLID
<br />HOOK (TYP.)
<br />FACE NAILS 1Od @ TRUSS VERT.
<br />d ; tj00
<br />BOTH CELLS
<br />WEB
<br />3/16" x 3 -1/2"
<br />/16" x 3 1/ " 1 x4 P.T. DOOR JAMB (REFER
<br />TAP-
<br />TO PRODUCT
<br />'
<br />O.C. & 4" FROM DOOR JAMB (REFER
<br />EACH END W/MIN TO PP,ODUCT APPROVAL FOR CONN. 1x4
<br />1/2" DRYWALL
<br />OTE:
<br />SHEATHING TO
<br />i�,wAP
<br />- -
<br />DOOR JAMB (kEFER
<br />APPROVAL FOR CONN. 2x8 P.T. w/ 2 ROWS 3/16"
<br />PRODUCT2" EDGE DIST. O
<br />OTTOM OF BANDTO
<br />TYPICAL
<br />X[E
<br />``•�-�-:.
<br />OJOIST
<br />APPROVAL FOR CONN. TAPCON @ 16" 1x4
<br />(2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH
<br />00
<br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.
<br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/
<br />FURRINGSIMPSON
<br />±2„
<br />NOTC FIRST COURSE
<br />@
<br />HGAM10KTA 12" O.C.
<br />@
<br />w
<br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8
<br />w/ (4) 1/4x1 1/2"SDS SCREWS
<br />INTO BAND JOIST & (4) 1/4"x2 3/4"
<br />o
<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 />Q
<br />+5A
<br />FIRST 2 COURSES
<br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �cc
<br />CELL PER
<br />FOUNDATIONFILLED
<br />PLAN
<br />FILLED CELL INSTALLATION
<br />H
<br />RETROFIT FOR MISSING
<br />EMBEDDED STRAP
<br />o
<br />SCALE: N.T.S. SS
<br />SCALE: N.T.S.
<br />SS
<br />INFO SCALE: N.T.S.
<br />p M y
<br />i, N M
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL.
<br />N V D� u a
<br />E'�� ro
<br />2 0 `o
<br />2x8 P.T. BUCK -CONNECT T BLOCK SECTION
<br />C 0 B OC
<br />A
<br />_
<br />UPLIFT CAPACITY = 805 # FOR 1 STRAP
<br />'� 8
<br />— U - Q
<br />-A
<br />W/ 1/4" x 31/4" TAPCON 1 1/4"MIN.
<br />(
<br />_
<br />- 1610 #FOR 2 STRAPS
<br />FILL 1st COURSES
<br />.� � 0
<br />EMBEDMENT INTO BILK.) 1/4" MAX
<br />EE APCH ;'LAN AND
<br />SOLID w/GROUT
<br />N V w aN c
<br />ir 2-0 8
<br />1 PLY PRE-ENGINEERED TRUSS
<br />I IMF I-rN - w Fi > til rJ
<br />o f
<br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS
<br />a
<br />BLOCK HEADER ARCH BLKG. &BUCK
<br />:.:.
<br />SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SIDS
<br />,
<br />1/2" DRYWALL
<br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
<br />z S
<br />8d NAILS AT 8" O.C. AT BUCK
<br />SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)
<br />_x
<br />-
<br />_— _ LU
<br />2 x 8 45^ DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE
<br />BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION
<br />~ ""':; °
<br />^',' ; ' ;.' :^:'`.;.±
<br />E :G ,'.',LL -r PE -T—t `` :- ,UJ
<br />a .
<br />7/16" OSB TO BE INSTALLED
<br />y
<br />BOND BEAM OR CAST IN PLACE BEAM
<br />F ` F'i-AT4 (
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />BUILT P PLWD. ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />U U BUCK
<br />, ..
<br />t H N -+ _r
<br />CONTACT ENGINEER of RECORD FOR
<br />�
<br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DrAGONAL BRACE AT EA.
<br />. DEL -. -
<br />FURTHER INSTRUCTIONS. a a ••
<br />(4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS
<br />BACKSIDE TO FIT ARCH AT EA. END
<br />RETROFIT- TRUSS DETAIL
<br />"IW4 I I -� NT reN-EC .,
<br />`
<br />T7,EL
<br />OVERHAN
<br />CONNECT W/ 8d NAILS BRACE/ BLKG.
<br />r_ �= NT - 4 NAILED �+_ _)t-Y.ING NAI�E� : o T
<br />N.T.S.
<br />FiN:,r. _SNAIL-; HtL1 F-.'kFY 7THE� 1R
<br />INSTALL WDW. SCREW ANCHO\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN
<br />INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
<br />-
<br />RETROFIT WALL OVERHANG DETAIL �N'TS)
<br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />LU
<br />J w m o 0
<br />LU a w
<br />4' MIN. OF BRACE
<br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
<br />r: d, 51_i';L FR T� ,If 4 1 R II ��';{=;F7-1' MATEFJAL SPAN APAC
<br />UN 1 Ht LSE ,Ii�N! LaHc .:_ RES �N�t . E 1E�� F< 1 �:t tr1N yNEN N- AND c
<br />FOR OVERHANGS BETWEEN 3ra° To 1 1r2°
<br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
<br />START OF ARC
<br />4' MAX. RAID.
<br />ARCH DETAIL J
<br />IF TRUSSES USED W/ 3 #6 X 4'/2' WOOD
<br />( )
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
<br />USE 1 SIMPSON 1/2" HD TITEN CENTERED wl
<br />() (CENTERED)
<br />/ /
<br />-
<br />La TED IN THE DESIGN CRITERIA C N SHEET SIN
<br />F R F 7T,At H%1F�1T AT':'1F, I trFF ALPHA A[IiM !N+- FL4 If,
<br />�'� =T �F'Pw� 'y° F F Nr NCB risTCN T_):
<br />^ D �aIL u ° 11.4 �� 11� . F' M N EN15EDMENT
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - No REPAIR REQ'D.
<br />W W
<br />W
<br />� Q (�
<br />Q E- F-
<br />p p
<br />w g z
<br />o ¢ a a � z o
<br />W — _j o u. U O _j O
<br />� � x � Z � 3 0_ t� o o " w �
<br />o W zi�ozaQ
<br />o to W �a o z o � o o m z
<br />�w w- w-�
<br />�, � , � w w 1� ,� � a o
<br />MIN. 4" EMBEDMENT AT 16" O.C.
<br />_
<br />,,t �� r:s 103 ,A. z' x t.4 z R� .',,�� STAPLES i& rd" NIIAX. O.C.
<br />" "
<br />1 -0 5 -0
<br />U) O Z
<br />_j ¢ ¢ o w Y o Z w z o w v o a
<br />SCALE: N.T.S. QS-,)
<br />12
<br />��,TTCRPt
<br />Q o w o�?- o a z�¢ c
<br />JACK TRUSS PROVIDED BY SEE
<br />TRUSS COMPANY OR PLAN
<br />2x6 #2 SYP @ 24" O.C.
<br />/
<br />I.IL1 E %S,_;I,'� 4 11r c , :tr4' xr 4 c_ l tt_'.rdtt ti I APt t: r_Cj�_ t-�" CH r;Rt:�t':;
<br />INISH FLO
<br />u- ¢ O F- Q w
<br />2
<br />x 8 BUCK -CONNECT TO BLOCK SECTION
<br />STRUCTURAL SOFFIT
<br />°
<br />WITH
<br />1/4' x 31/4" TAPCON (1 1/4" MIN. B_B
<br />EMBEDMENT INTO
<br />ROOF SHEATHING ATTACHED
<br />PER NAILING SCHEDULE
<br />ALL
<br />S FO SCALE- : 1'-0" w
<br />!"" FOR Q.LLIP tINUt1 SOFFITS 4, I - . _
<br />°
<br />° �
<br />°
<br />:)
<br />1/4" MAX
<br />RF,' } r r:. r,:11 > 1 INSTA I MID'SPAN R1 t; _ _
<br />° a #5 BAR
<br />4
<br />2'-0„ 8„
<br />0 . ° , p
<br />D [��CENTERED g
<br />O
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />5 12 SIMPSON
<br />() d NAILS
<br />/
<br />PHE 6C_)) FiT FL PA IW7;1ALLA1I, r.
<br />D. 10 ° ° W/
<br />°
<br />O
<br />N
<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 DE i ' I
<br />° ° °D 90° H IN TOP o
<br />_ _ ° tg KNOCKOUT / c�
<br />O W
<br />/
<br />CHAIR BLOCK
<br />I~
<br />8d NAILS @ 8" O.C. AT BUCK
<br />_ _ °
<br />I —
<br />L �
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />TRUSS AS SHOWN FOR O.H. UP TO Z-6"
<br />PROVIDE 2 x 8 DIAG. BRACE B
<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 />_
<br />- = p.
<br />MONO FOOTING _ _ D , °
<br />(
<br />� O O
<br />M O
<br />VERT. BRACES WHEN HGT. OF
<br />BRACE EXCEEDS 24"
<br />LEAVE A CUT OUT IN O.S.B. ON T
<br />TAPCON AT EA. SIDE
<br />BUCK - (1) WITHIN 4"
<br />MIN. OF START OF
<br />12d NAILS
<br />JACK TRUSS PROVIDED BY
<br />TRUSS COMPANY OR 2x4
<br />/
<br />' DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H.
<br />XOVF (2) 10d NAILS @ 8 O.C.
<br />RygN TO TRUSS TOP CHORD
<br />SIZE AND REINF. PER PLAN — °
<br />AND SECTION DETAILS I
<br />I o
<br />D
<br />Q M Ln
<br />J
<br />' ^ 1 1
<br />v, LL
<br />2 x 8 VERT. BRACE(S)
<br />INSIDE TO ALLOW FOR INSULATION
<br />ARCH
<br />CLEAN FILL D p
<br />Q W QLin
<br />TO BE INSTALLED
<br />#2 SYP @ 24" O.C.
<br />+ �F
<br />+ + yGTy PLYWOOD SHEATHING
<br />DIRT p Z
<br />0� a M
<br />4'-0" MAX SEE PLAN
<br />+ +
<br />° STANDARD o
<br />BUILT UP PLWD. BUCK-
<br />7/16 OSB ARCH PANEL
<br />+ +
<br />D ° 90` HOOK N
<br />Q Q 00
<br />U
<br />SCRIBE (NOTCH) BACKSIDE
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />+
<br />#5 BAR IN
<br />z I —
<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:
<br />SHED ROOF
<br />IF TRUSSES USED) W/ (2) #6 X 4'/2' WOOD
<br />ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />+
<br />+ + BLOCKING AS
<br />+ REQUIRED
<br />FILLED CELL ; a '
<br />• > ^ - -
<br />o o' ,� e
<br />z
<br />J
<br />INSTALL WDW, SCREW
<br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL
<br />4' MAX. RAD,
<br />GABLE ONLY,
<br />CORNERS WALL USE (2) 1l4" X 3 1/2" TAPCONS AT 16"
<br />TO SUPPORT
<br />TRUSS SOFFIT
<br />-
<br />° p -
<br />O
<br />THRU OSB INTO 2 x 8
<br />SHALL NOT BE FRAMED AS O.C.
<br />+ +
<br />�s r r r•
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />B-B
<br />ARCH DETAIL �(
<br />DESIGNED ONLY FOR THE SECTION @ ENTRY L
<br />2X4 SYP a +
<br />STEMWALL FOOTING
<br />REINF. PERLAN AND
<br />SIZE AND
<br />STEMWALL
<br />SCALE: N.T.S. SS
<br />INSTALLATION OF SHINGLE SCALE: 3/4" = V-0"
<br />EACH TRUSS
<br />MONO TO STEMWALL FOOTING SECTION DETAILS
<br />AND METAL
<br />ROOF FINISH SS
<br />NO
<br />o
<br />NO
<br />CONNECTOR
<br />SCALE: 3/4" = 1'-0"
<br />N
<br />'
<br />N
<br />'
<br />N
<br />'
<br />GLASS BLOCK INSTALLATION NOTES
<br />SEE LINTEL
<br />NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT,
<br />p
<br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY7
<br />SCHED.
<br />CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR.
<br />o
<br />0
<br />0
<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 />p
<br />p
<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 />N IV
<br />SEE ELEVATION
<br />DRILL 3/4"x5" MIN. HOLE SET BAR IN
<br />00
<br />oi
<br />CD
<br />oo
<br />0
<br />00
<br />0
<br />o
<br />N
<br />O
<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 />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. EXPANSION STRIP
<br />2X2 #2 P.T. MIN. FOR OVER HANG
<br />EPDXY CAP TO PREVENT LEAKAGE
<br />(PLACE
<br />W/J-CHANNEL SECURED
<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 />N
<br />N
<br />N
<br />N
<br />N
<br />N
<br />N
<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 />d)
<br />6
<br />o
<br />6
<br />oo
<br />CN
<br />A
<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 />W.W.M. AT PERIMETER
<br />24" O.C.
<br />CV
<br />4
<br />o
<br />1
<br />T
<br />O
<br />O
<br />O
<br />O
<br />r
<br />O
<br />cV
<br />1/4" EXPANSION BOLT (2
<br />WHERE THIS CONDITION
<br />O
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR)
<br />(1) #5 BARS CONT. OCCURS
<br />TOP WITH MIN. 3"
<br />SECTION ROOF EXTENSION M
<br />@
<br />#5x6' EMBEDDED INTO EXISTING BOND BEAM
<br />Z
<br />O
<br />c
<br />O
<br />O
<br />o
<br />O
<br />O
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING
<br />( REINFORCING
<br />COVER
<br />„ _
<br />SCALE: 3/4 1-0' SS
<br />o
<br />to
<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/
<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 />w NON SHRINK GROUT.
<br />cD
<br />'^
<br />O
<br />CV
<br />O
<br />M
<br />O
<br />O
<br />O
<br />O
<br />SEE SHEET D2 AND
<br />SIMPSON HTT4 w/ (18) 10d x 1 FLOOR PLAN FOR
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />REINFORCING AS FOLLOWS:
<br />X °
<br />° ° _ _ _
<br />U_
<br />LU -� A
<br />¢ to
<br />Y ,
<br />~ SEALANT
<br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />o �—=III=III=III=III;
<br />'=I
<br />1/2" NAILS TO STUDS & (1) - MORE INFO
<br />1
<br />" Q
<br />:.;';`.r
<br />k I=I I=I I=,III-III_-
<br />'
<br />5!8 DIA. ALL THREAD ROD
<br />PRESS PANEL REINFORCING INTO PLACE. ;' _:"r:;':. " " ,;..:...`.'...'.: ;`;-,T; ;.:.''
<br />s MIN. LAP SPLICE W1
<br />"
<br />— — = I-
<br />I I II I I II I II I II I
<br />p ° I — — =
<br />EPDXIED w/ SIMPSON "SET
<br />#5x6' EMBEDDED INTO
<br />Z
<br />EXISTING FOOTING
<br />Z Z
<br />- z O
<br />:,j.>, :. :'
<br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL
<br />I=I I I=III ;
<br />EPDXY MIN. 6" EMBEDMENT &
<br />(2) #5x6 IN CONC.
<br />< o
<br />W
<br />w
<br />w v�
<br />w
<br />SMOOTH. DO NO FURROW.
<br />° ° III=III=I
<br />I
<br />3' MIN. EDGE DISTANCE
<br />r FILLED CELL
<br />DRILL 3/4"x5" MIN. HOLE
<br />U
<br />U
<br />_
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />— —
<br />I —III —I I
<br />III=) I I-
<br />GRADE ° p . ° �— -
<br />SET BAR IN EPDXY �.:
<br />O
<br />�
<br />Q
<br />—
<br />F•-
<br />o � Q
<br />00
<br />6" MIN. LAP
<br />o
<br />°
<br />w
<br />G) SET SUCCEEDING COURSE OF BLOCKS, SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE
<br />NOTE:
<br />�., _,
<br />M
<br />Ll
<br />Z
<br />Z
<br />w Q
<br />REMAIN FREE OF MORTAR.
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. Al THIS SEE GLASS BLOCK INSTALLATION NOTES.
<br />SEALANT
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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 />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. Of COVER EA. WAY
<br />EXISTING FOOTING A SECTION
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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.
<br />1 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 D ETA I L
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<br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING.
<br />SCALE: 3/4 = 1-0
<br />RETROFIT FOR MISSING
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<br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
<br />OF GLASS BLOCK.
<br />MSTAM STRAP0�INSTALLATION
<br />SCALE: N.T.S.
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<br />SCALE: 3/4" = V-0"
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<br />Virtual Review Assist, Inc.
<br />Plans Review completed and
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<br />approved
<br />for compliance with the 2020 F8C 7tI1 �I i,,.
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<br />by Debra Anne Klah, Py,2;tOr
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<br />LAST PLOT DATE
<br />Mar. 23, 23
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<br />STRUCTURAL
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<br />DETAILS-RETR
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