|
1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL
<br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 (
<br />UNACCEPTABLE INSTALLTION
<br />MAX. 8
<br />DOOR JAMB (REFER
<br />P.T. TO PRODUCT TO PRODUCT
<br />TO PRODUCT APPROVAL FOR CONN.
<br />PROPER INSTALLATION DO NOT DO THIS
<br />2"x BOT. PLATE W/ (2)10d @ 6" O.C.
<br />APPROVAL FOR CONN. APPROVAL FOR 1 X 4
<br />#5 REBAR (TYP,)
<br />3/4" PLYWOOD DECKING GLUED
<br />ATTACHED WALL SHEATHING TO
<br />x4 P.T.3/16"0 X 3" LONG FURRING rr rr FURRING
<br />3-1/4" LONG X 3/16"QJ FURRING (2) ROWS 3/16 x 3-1/2
<br />TAPCON. INTO TAPCONS TAPCON @ 16" O.C. & 4" 2Xg
<br />#5 REBAR
<br />�P')
<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 />N
<br />o
<br />,� ` .ti
<br />r -
<br />'y N
<br />STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8
<br />BLOCK@ SPACING „ O.C. 2-ROWS INTO
<br />PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH
<br />D. 90* HOOK
<br />2x BAND JOIST 1h'/ FACE NAIL 10dj.
<br />, (°
<br />f-
<br />�tE�^J J a'
<br />— MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NAGS ��
<br />(TYP.)
<br />@ TOP & BTTM CHORD, AND (8)
<br />a,.k
<br />1x4 P.T. & 1x8 P.T. 3 DETAIL
<br />STAGGERED @ 12" O.C.
<br />STD. 90^
<br />FILL SOLID HOOK (TYP.)
<br />BOTH CELLS
<br />FACE NAILS 10d @ TRUSS VERT.
<br />e �
<br />.• ,� y �.� Lo
<br />;'�•� "
<br />3/16" x 3 -1/2" DOOR JAMB REFER
<br />TAPCON @ 16" 1x4 P.T. TO PRODUCT
<br />i
<br />Ll' 1]NOTE:
<br />WEB
<br />METAL SEAT PLATE
<br />� s~;t �
<br />�� ` � /�'' � �
<br />" \ SOS �A,
<br />O.C. & 4" FROM DOOR JAMB (REFER 1/2 DRYWALL
<br />EACH END W/ MIN TO PRODUCT APPROVAL FOR CONN. 1x4
<br />LAP SHEATHING TO
<br />-
<br />=
<br />DOOR JAMB (REFER �� APPROVAL FOR CONN. 2x8 P.T. 2 ROWS 3/16"
<br />BOTTOM OF BAND
<br />.
<br />a n
<br />w/
<br />TO PRODUCT 2 EDGE DIST. O�
<br />JOIST TYPICAL
<br />w O
<br />.
<br />APPROVAL FOR COLl
<br />NN. x 3-1/2" TAPCON @ 16" 1x4
<br />(2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH
<br />� \
<br />TAPCON @ 16" O.C. & FURRING
<br />END w/ MIN. 2" EDGE DIST.
<br />4" FROM EACH END w/
<br />NOTC FIRST COURSE
<br />±2 @
<br />SIMPSON HGAM1OKTA @ 12" O.C.
<br />�
<br />w
<br />w
<br />2x8 P.T. ATTACH SECOND PLY w/
<br />w/ (4)1/4x1 1/2"SDS SCREWS
<br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8
<br />INTO BAND JOIST & (4)1/4"x2 3/4"
<br />zz
<br />2x DETAIL 2 1/4" DETAIL 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 H
<br />RETROFIT FOR MISSING
<br />EMBEDDED STRAP
<br />`a^)' u > o^ o
<br />SCALE: N.T.S. SS
<br />SCALE: N.T.S.
<br />SS
<br />W L 0 M v^ m
<br />(� N
<br />�
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
<br />to 7
<br />} M
<br />/t''
<br />V o O � M
<br />-0 70 W w O)
<br />M
<br />� � � O
<br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION
<br />A -A
<br />UPLIFT CAPACITY = 805 #FOR 1 STRAP
<br />O U-8 ° cc),
<br />i -�
<br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN.
<br />= 1610 # FOR 2 STRAPS
<br />SEE ARCH PLAN AND
<br />FILL 1st4COURSES
<br />�: SOLID W/GROUT
<br />•N
<br />Q�
<br />EMBEDMENT INTO BLK.) 1/4" MAX "
<br />e 2-0 8
<br />1 PLY PRE-ENGINEERED TRUSS
<br />PRE-ENG TRUSS DESIC'A
<br />;.
<br />V Lu
<br />L C) rn
<br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN.
<br />1/4" x 3 1/4" TAPCONS
<br />- .- SEE NC a F 1 BELpVJ
<br />n -aa
<br />BLOCK HEADER ARCH BLKG. & BUCK:<,;
<br />:,-. ..;4,_ <. -
<br />• -'°" SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS
<br />1/2" DRYWALL
<br />- t'! SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
<br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
<br />,
<br />- 5 - 2x SUB FASCIA
<br />{
<br />8d NAILS AT 8" O.C. AT BUCK
<br />"'`"' "°"`�" '"' "- ` "' SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)
<br />tip'_;..;.;:... ,...a;- '
<br />_
<br />�_ r ALUM DRIP EDGE
<br />2 x 8 45" DIAGONAL (4)10d NAILS INTO
<br />LEAVE A CUT OUT IN O.S.B. ON THEa<"
<br />INSIDE TO ALLOW FOR INSULATION
<br />' . "` ''t ` :
<br />', `r:.-:' '
<br />I -��
<br />BR WALL TYPE ALUM FASCIA
<br />'.
<br />BRACE(S) 2 x 8 BRACE/ BLKG.
<br />rr
<br />7/16 OSB
<br />TO BE INSTALLED
<br />, y .: T a....
<br />BOND BEAM OR CAST IN PLACE BEAM
<br />'
<br />T" _ _
<br />PEP, PLAN 1 1-3/4" TRIM PAINTED
<br />I 1,
<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 -CELL IN THIS AREA
<br />2 x 8 45 DIAGONAL BRACE AT EA.
<br />, -.
<br />SS NAIL w15116" HEAP
<br />F :-'HANNF`,-E------- 1` ' ` - DIA @ 24" O.0
<br />FURTHER INSTRUCTIONS. ,r' ` '•.' '
<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 />A` TENED PER I, I-
<br />NOTF 1 BF OW CONT VENTED OR SOLID SOFFIT
<br />'
<br />OVERHAN •, ' ..
<br />:4
<br />CONNECT W/ 8d NAILS BRACE/ BLKG.
<br />N.T.S.
<br />CONT 2x4 NAILED TiD 2x BLOCKING NAILED TO TOP
<br />BLDCK►NG w/ "-I'd NAIL'S(-) C:HDRD EVERY OTHER TRUSS
<br />,,
<br />INSTALL WDW. SCREW ANCHO 2 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 />w./ 3-12d NAILS, TYP, (•-)
<br />- - - -- -
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />w
<br />w w w w 0 0
<br />F -
<br />INTO ARCH BLKG. PER
<br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
<br />4" MIN. OF BRACE
<br />1. G.C.. BUILDER TO VERIFY.!PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
<br />ON THE DESIGN PRE..SURES SPECIFIED FOR COMPONENTS AND CLADDING
<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'%" WOOD
<br />�� ) ()
<br />LISTED IN THE DESIGN CRITERIA ON SHEET SN.
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D.
<br />W
<br />(�j W
<br />w 0 a g < Y z z
<br />¢ X J < o w < LL O OQ J O
<br />SCREWS @ 16 O.C. MAX. OR IF MASONRY WALL
<br />2 FOR St�FFIT ATTACHMENT AT `"JALL PER ALPHA ALUh1. INC FL# 16544 R5 FL
<br />(
<br />Q Q U
<br />: 0 z w LL o z m o a s
<br />O � 0 � 0 0
<br />ARCH DETAIL i
<br />4' MAX. RAD.
<br />USE (1 SIMPSON 1/2" HD TITEN CENTERED w/
<br />l ) (CENTERED)
<br />/
<br />PRODUCT APPROVAL) F CHANNEL FASTENED TO:
<br />n -
<br />t.7�1U w. T NAIL DIA. rm 24 O.C. w 5 B' rti11N. EMBEDMENT
<br />F-- �
<br />o
<br />cy in z o m z z � �
<br />inwiLw(n Www65of 0
<br />0 > Ov
<br />MIN. 4" EMBEDMENT AT 16" O.C.
<br />.057"
<br />WOOD wi i 31 16 GA. _V4"x1 i4" CROWN STAPLES r&_ 24" MAX- O.C. IN DIAMOND
<br />�� ��
<br />-0 rj -0
<br />cy
<br />Q Z
<br />z
<br />n- z y o z w z 0 w a
<br />< a a 0 w a - - w z o a
<br />a
<br />SCALE: N.T.S. SS
<br />12
<br />JACK TRUSS PROVIDED BY SEE
<br />TRUSS COMPANY OR PLAN
<br />2x6 #2 SYP @ 24" O.C.
<br />/
<br />PATTERN
<br />SUB FASCIA phi 16 G'A. 3/4"x IJ4" CRGWN STAPLE d EACH GROOVE
<br />�.
<br />INISH FLO
<br />u-
<br />o w o ? o Y z a a
<br />LL a 0 F a LL
<br />2 x 8 BUCK -CONNECT TO BLOCK SECTION
<br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B
<br />EMBEDMENT INTO C.)
<br />ROOF SHEATHING ATTACHED
<br />PER NAILING SCHEDULE
<br />ALL
<br />STRUCTURAL SOFFIT
<br />CS' FO •� SCALE: 3j4" -1' 0" (`*) FOR ALUMINUM SOFFITS WITH SPANS
<br />°
<br />`�
<br />e
<br />° o
<br />p
<br />�1/4" MAX r "
<br />{ 2-08"
<br />REV. 09 23,2021 > 1'-4', INSTALL MID SPAN BLOCKING PER
<br />,: #5 BAR
<br />°p. P o
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />(5) 12d NAILS SIMPSON
<br />/
<br />THE SOFFIT FL PA INSTALLATION CRITERIA
<br />10" s CENTERED W/
<br />b °
<br />N
<br />1 X 4 FURRING
<br />BLKG. & BUCK
<br />2X6 TO 2X4 H2.5A w/ (10)
<br />8d NAILS
<br />/
<br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.
<br />P e TOP o
<br />- — o �� d. KNOCKOUT/ N
<br />CHAIR BLOCK
<br />O W
<br />( II
<br />V r*-.
<br />2 X 4 #2 SYP SCAB TO SIDE OF '�
<br />TRUSS AS SHOWN FOR O.H. UP TO 2-6
<br />8d NAILS @ 8" O.C. AT BUCK
<br />PROVIDE 2 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 />II —I
<br />MONO FOOTING - _ D �
<br />-I I •a o °.
<br />°.
<br />> � O �
<br />0 . M O
<br />x
<br />VERT. BRACES WHEN HGT. OF
<br />TAPCON AT EA. SIDE
<br />BUCK - (1) WITHIN 4"
<br />12d NAILS
<br />/
<br />*DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
<br />(2) 10d NAILS @ 8" O.C.
<br />_
<br />SIZE AND REINF. PER PLAN III —I
<br />AND SECTION DETAILS
<br />MLn
<br />BRACE EXCEEDS 24"
<br />JACK TRUSS PROVIDED BYJ
<br />X OV
<br />2 8 VERT. BRACE(S)
<br />LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF
<br />INSIDE TO ALLOW FOR INSULATION ARCH
<br />TRUSS COMPANY OR 2x4
<br />/
<br />FR/y TO TRUSS TOP CHORD
<br />qN �Fiy
<br />CLEAN FILL o ° °
<br />Q Ln
<br />x
<br />TO BE INSTALLED
<br />#2 SYP @ 24" O.C.
<br />+ + �T/y PLYWOOD SHEATHING
<br />DIRT z
<br />� �- M
<br />4'-0" MAX SEE PLAN
<br />+
<br />° STANDARD b
<br />.
<br />+
<br />°.
<br />00
<br />BUILT UP PLWD. BUCK -
<br />SCRIBE (NOTCH) BACKSIDE
<br />�r
<br />7/16 OSB ARCH PANEL
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />+
<br />+ +
<br />0 9� HOOK N
<br />#5 BAR IN
<br />Q U Q
<br />z V I—
<br />TC FIT ARCH CONNECT W/
<br />8d NAILS
<br />START OF ARC
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />NOTE: IF TRUSSES USED) W/ (2) #6 X 4'/i' WOOD
<br />SHED ROOF ENDS TO BE SCREWS @ 16 O.C. MAX. OR IF MASONRY
<br />BLOCKING AS
<br />+ REQUIRED
<br />+ +[—TO
<br />FILLED CELL - -
<br />; ' �; ' ' �; ' ' ;
<br />. . a, a a, A,
<br />Z
<br />W
<br />J O
<br />4 MAX. RAID'
<br />SUPPORT
<br />_ ,
<br />- -
<br />p
<br />INSTALL WDW, SCREW
<br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL
<br />GABLE ONLY, CORNERS WALL USE (2) 1/4" X 31/2" TAPCONS AT 16"
<br />TRUSS + SOFFIT
<br />' �'� �'� �'� �'�
<br />.- .• a• a• a• a•
<br />kO
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />THRU OSB INTO 2 x 8
<br />ARCH DETAIL �(
<br />SHALL NOT BE FRAMED AS O.C.
<br />HIP.
<br />DESIGNED ONLY FOR THE SECTION @ENTRY
<br />+ +
<br />+
<br />2X4 SYP . a
<br />STEMWALL FOOTING SIZE AND
<br />B-B
<br />L
<br />EACH TRUSS
<br />REINF. PERLAN AND STEMWALL
<br />SCALE: N.T.S. SS
<br />INSTALLATION OF SHINGLE SCALE: 3/4" = V-0"
<br />SS
<br />MONO TO STEMWALL FOOTING SECTION DETAILS
<br />04
<br />AND METAL ROOF FINISH
<br />SCALE: 3/4" = 1'-0"
<br />CONNECTOR
<br />O
<br />N
<br />,
<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 DRY
<br />SCHED.
<br />CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
<br />o
<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 />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 />SEE ELEVATION
<br />DRILL 3/4"x5" MIN. HOLE SET BAR IN
<br />a0
<br />(0
<br />r-
<br />ao
<br />r-
<br />ao
<br />-
<br />O
<br />N
<br />O
<br />N
<br />o
<br />(N
<br />�-
<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 �_ "
<br />(MAX. 4 0)
<br />O
<br />O
<br />O
<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 />N
<br />N
<br />N
<br />N
<br />N
<br />N
<br />N
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAI_ PLACEMENT. FOR SOLID GLASS
<br />ANCHOR
<br />CMU W/ 3" LONG T-NAILS @
<br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2")
<br />&
<br />&
<br />o
<br />o
<br />a0
<br />cV
<br />M
<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 />N
<br />o
<br />p
<br />,
<br />�
<br />,
<br />,
<br />NO
<br />COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2
<br />WHERE THIS CONDITION
<br />(1) #5 BARS
<br />SECTION @ROOF EXTENSION M
<br />z #5x6' EMBEDDED INTO EXISTING BOND BEAM
<br />o
<br />0
<br />o
<br />O
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR)
<br />IN. 3"CONTOCCURS
<br />TOP WITH MIN. 3"
<br />z
<br />�—
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING
<br />COVER "
<br />6-0 F•F•
<br />SCALE: 3/4" = V-0" SS
<br />0
<br />O
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER
<br />FILL CELL FULL HEIGHT W/
<br />2
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
<br />NECESSARY TO USE MORE COURSE) EXPANSION STRIP
<br />0 v NON SHRINK GROUT.
<br />'^o
<br />Y ,
<br />N
<br />O
<br />M
<br />O
<br />.41
<br />O
<br />Ld
<br />o
<br />(fl
<br />0
<br />ti
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS
<br />°
<br />xt.
<br />� A
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL '':
<br />''
<br />° °
<br />SEE SHEET D2 AND
<br />SIMPSON HTT4 w/ (18) 10d x 1 FLOOR PLAN FOR
<br />w
<br />REINFORCING AS FOLLOWS:
<br />* } SEALANT
<br />=;';'.t
<br />I=I I I� I I� I � I � I F
<br />' F '
<br />1/2" NAILS TO STUDS & (1) -
<br />MORE INFO
<br />< a
<br />g
<br />' �'
<br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.;'
<br />g°. I � I P I I� I I I
<br />I I� I � II r
<br />5/8" DIA. ALL THREAD ROD
<br />j #5x6 EMBEDDED INTO
<br />z Z
<br />* PRESS PANEL REINFORCING INTO PLACE.
<br />:;`.- :: Jh`: ;` - 6 MIN. LAP SPLICE W/
<br />P � I I� I I� I I-
<br />EPDXIED w/ SIMPSON "SET"
<br />EPDXY MIN. 6 EMBEDMENT &
<br />"
<br />v ? �
<br />EXISTING FOOTING 2 #5x6 IN CONC.
<br />O
<br />M �
<br />v`/
<br />z O
<br />-
<br />w c�
<br />* _ _
<br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ::: REINFORCING PANEL
<br />SMOOTH. DO NO FURROW. .,Y `ir
<br />I I
<br />o ° U I
<br />r.
<br />3 MIN. EDGE DISTANCE
<br />Q
<br />cn �r>
<br />N FILLED CELL
<br />�--�
<br />_
<br />O
<br />W
<br />w -
<br />_ >
<br />U-
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT ";`, = >' ' ' ::
<br />I I� I I-
<br />DRILL 3/4"x5" MIN. HOLE
<br />SET BAR IN EPDXY
<br />_
<br />F-
<br />00 w a
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. a',..,.'_ '` " 6" MIN. LAP
<br />GRADE o. o -� � �-
<br />D °
<br />}
<br />'s.� O
<br />0
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE:
<br />M ° e
<br />Z
<br />Z
<br />a 2
<br />w ~ ~
<br />H
<br />REMAIN FREE OF MORTAR.
<br />SEE GLASS BLOCK INSTALLATION NOTES.
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<br />N g \ o P
<br />t� Q
<br />�-
<br />fy
<br />w Z
<br />RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT
<br />° °
<br />4" SAW CUT
<br />=
<br />� 2 z
<br />TIME
<br />~
<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"
<br />(�
<br />O w
<br />z 3
<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 />L16" MIN. COVER EA. WAY
<br />A SECTION
<br />Q
<br />0
<br />Q w
<br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
<br />EXISTING FOOTING
<br />0
<br />2 z of
<br />z
<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
<br />1 SCALE: N.T.S.
<br />W I�
<br />0
<br />a- Q ~
<br />z
<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
<br />N
<br />Q
<br />V
<br />>_
<br />D z z
<br />SCALE: 3/4" = V-0"
<br />RETROFIT FOR MISSING
<br />= Q p
<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: N.T.S.
<br />z rl
<br />z
<br />~
<br />MSTAM STRAP
<br />INSTALLATION OF GLASS BLOCK -
<br />V
<br />SCALE: 3/4" = 1'-0"
<br />O
<br />d
<br />�
<br />m
<br />z
<br />a
<br />z
<br />Z
<br />J
<br />PJg15
<br />RE V`. t. n I
<br />vIRT�AL /\
<br />RC,,P' ,' ,��
<br />V
<br />Virtual
<br />�
<br />. Plans R�Vi�;`�"J �-`,'r,' - � �,�; '"�
<br />vu l � 1", t.
<br />�
<br />>
<br />LAST PLOT DATE
<br />Apr. 27, 22
<br />for 1piial �� c �o
<br />COn
<br />;t�
<br />r,C� r-�t�i
<br />dition by De'-
<br />z Q
<br />STRUCTURAL
<br />_I
<br />DETAILS—RETRO FIT
<br />
|