|
L
<br />IX4 1/2" DRYWALL DOOR JAMB (REFER 1x4 /2" DRYWALL
<br />1X4
<br />DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />F
<br />UNACCEPTABLE INSTALLTION
<br />a
<br />DOOR JAMB (REFER P.T. TO PRODUCT
<br />P.T. F
<br />TO PRODUCT
<br />MAX.
<br />PROPER INSTALLATION
<br />8"
<br />DO NOT DO THIS
<br />2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.
<br />TO PRODUCT
<br />APPROVAL FOR CONN. APPROVAL FOR CONN.
<br />x4
<br />)N
<br />APPROVAL FOR CONN.
<br />X 4
<br />IRE
<br /># BAR ITYP,'
<br />1 #5 REBAR (TYP,)
<br />3/4" PLYWOOD DECKING GLUED
<br />-ATTACHED WALL SHEATHING TO
<br />2X BOTTOM PLATE W/ 8d @ 4"
<br />C\j
<br />x4 P.T. 3/16"0 X 3" LONG FURRING
<br />F
<br />3-1/4" LONG X 3/16"0 FURRING TAPCONS
<br />FURRING
<br />(2) ROWS 3/16" x 3 1/2",
<br />#51REBAR
<br />(TYP)
<br />AND NAILED W/ 8d COMMON @
<br />6" O.C. EDGES AND 12" O.C. FIELD
<br />:
<br />O.C., 2 ROWS STAGGERED
<br />04
<br />0
<br />04
<br />TAPCON. INTO STAGGERED @ 16" 1 x8 P.T.
<br />4" 28
<br />TAIPCON @ 16" O.C. & 4" 2X8
<br />FROM EACH END wl MIN. 1X8
<br />. .....
<br />BLOCK@ SPACING O.C. 2-ROWS INTO
<br />PER MANUFACTURE 1 DETAIL
<br />2" EDGE DIST. ATTACH
<br />TD go HOOK (TYP.)
<br />TD. 90- HOOK (TYP.)
<br />2x BAND JOIST W/ FACE NAIL 1 Od
<br />.
<br />LID
<br />MASONRYTHROUGH
<br />1-1/211 DETAIL
<br />1x8 w/ (2) ROWS 8d NALS
<br />3" DETAIL
<br />-
<br />FILL SOLID
<br />STD. 90^
<br />@ TOP & BTTM CHORD, AND (8)
<br />VERT.
<br />C)
<br />00
<br />1x4 P.T. & 1x8 P.T, —
<br />S I AGGERED @ 12" O.C.
<br />BOTH CELLS
<br />HOOK (TYP.)
<br />FACE NAILS 1 Od @ TRUSS
<br />3/16" x 3 -112"
<br />TAPCON @ 16" 1x4 P.T.
<br />DOOR JAMB (REFER
<br />TO PRODUCT
<br />Lj L
<br />WEB
<br />METAL SEAT PLATE
<br />NOTE:
<br />kL
<br />it
<br /><
<br />O.C. & 4" FROM DOOR JAMB (REFER
<br />112"DI
<br />N. 1x4 11/2" DRYWALL
<br />APPROVAL FOR CONN. 1x4
<br />L Ella
<br />-1
<br />7
<br />LAP SHEATHING TO
<br />4
<br />W
<br />2
<br />DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT
<br />2" EDGE DIST. APPROVAL FOR CONN.
<br />DIS'
<br />�j 6"
<br />2x8 P.T. wl (2) ROWS 3/16'
<br />1
<br />;e0001
<br />TO PRODUCT
<br />,*2',"EDGE
<br />k
<br />APPROVAL FOR CONN.
<br />(2) ROWS 3/16" x 3-1/2"
<br />x 3-1 /2" 1 APCON @ 16" 1x4
<br />i
<br />O.C. & 4" FROM EACH
<br />A
<br />0
<br />\_
<br />TAPCON @ 16" O.C, &
<br />L
<br />END w/ MIN. 2" EDGE DIST. FURRING
<br />D IST
<br />P,
<br />@ FIRST COURSE
<br />NOTC @ FIRST COURSE
<br />�
<br />SIMPSON HGAM10KTA @ 12" O.C.
<br />W
<br />0�
<br />4" FROM EACH END w/ 2x8 P.T.
<br />ATTACH SECOND PLY w/
<br />—±2-L
<br />w/ (4) 1/4xl 112" SDS SCREWS
<br />0
<br />2x P.T. AS REQ'D MIN. 2" EDGE DIST.
<br />(2) ROWS 10dx3" 2x8
<br />\—NOTCHWEBATTHE
<br />INTO BAND JOIST & (4) 1/4"x2 3/4"
<br />z
<br /><
<br />2x DETAIL 2 1/4" DETAIL
<br />STAGGERED @ 12"
<br />0' 3-1/4" DETAIL
<br />A
<br />FIRST 2 COURSES
<br />TITEN INTO K.O. BLOCK
<br />±5
<br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENIN GS�
<br />�cc
<br />FILLED CELL PER
<br />FOUNDATION PLAN FILLED CELL INSTALLATION
<br />H
<br />RETROFIT FOR MISSING
<br />EMBEDDED STRAP
<br />a) LO [0- E
<br />0 lr� 0
<br />SCALE: N.T.S.
<br />SCALE: N,T.S.
<br />SCALE: N.T.S.
<br />L. "0 Iq 0
<br />0 (y) lzt- 0)
<br />(y) C14
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL.
<br />INFO
<br />4- U, m
<br />U :D
<br />P
<br />E - -
<br />C: 6 u ,
<br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION
<br />UPLIFT CAPACITY = 805 # FOR 1 STRAP
<br />COURSES
<br />8 OIC
<br />UO 6 <
<br />C -5�
<br />W/ 1/4" x 3 1/4" TAPCON (11 1/4" MIN. A -A
<br />= 1610 # FOR 2 STRAPS
<br />SEE ARICH PLAN AND
<br />FILL 1st4
<br />SOLID W/GROUT
<br />V) U LU 0- -
<br />Nt C:
<br />EMBEDMENT INTO BILK.) 1/4" MAX
<br />ir Z_� 8"
<br />1 PLY PRE-ENGINEERED TRUSS
<br />PIRE-ENG TRUSS DESIG4J
<br />'SEE
<br />c.0 E":
<br />C')
<br />1 X 4 FURRING SOLID BLIKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCON S
<br />ING-1 F BELO W
<br />CL _0
<br />BLOCK HEADER ARCH BLKG. & BUCK
<br />N.i
<br />SIMPSON HM9KT W/ (4) 1/4"xl 1/2" SDS
<br />1/2" DRYWALL
<br />SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
<br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (116) 16d
<br />2x SUL
<br />8d NAILS AT 8" O.C. AT BUCK
<br />SINKERS AND (7) 1/4"11/4" TITEN 2150
<br />ALU,k'D�F
<br />2 x 8 45' DIAGONAL INTO __-rLEAVE A CUT OUT IN O.S.B.
<br />(4) 10d NAILS INTO
<br />INSIDE TO ALLOW FOR INSULATION
<br />7KG
<br />ON THE
<br />BRC, WALL'r�eFE P ALUIV,
<br />BRACE(S) 2 x 8 BRACE/ BLKG.
<br />7/16" OSB TO BE INSTALLED
<br />BOND BEAM OR CAST IN PLACE BEAM
<br />,
<br />PIE P P11 AN I I
<br />V K
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />.B LEIN 0 S.B FOR
<br />io
<br />BUILT UP PLWD. BUCK NEL CUT HOLE IN O.S.B. FOR
<br />ARCH PA
<br />CELL IN HI�AREA% 2 x 8 45 DIAGONAL BRACE AT EA.
<br />POLY -CELL IN THIS AREA
<br />SS
<br />F CHALMNIFL- -4 -------- DIA
<br />FURTHER INSTRUCTIONS.
<br />SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS
<br />FAS
<br />NOTF 2 BELOW I , L CONT %rENTED OFI!��OL
<br />OVERHAN
<br />i 2x8
<br />BACKSIDE TO FIT ARC[ (4) 10d NAILS INTO 2 x 8 AT EA. END
<br />RETROFIT TRUSS DETAIL
<br />LRIIOCK
<br />CONNECT W/ 8d NAILS BRACE/ BLKG.
<br />CxDNT 2x4 NA" NAILEDTOTC.1P
<br />N.T.S.
<br />8!_0r_;KIN1_- wl 2-12'd �_IAIILS CHOPD EVERY OTHI-ER TPU
<br />INSTALL WDW. SCREW ANCHOR SIB
<br />-M\\\-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN
<br />-3-12d NAILS, TYP- i��)
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
<br />INTO ARCH BLKG. PER 4" MIN. OF BRACE
<br />A
<br />FOR OVERHANGS BETWEEN 314" TO 1 1/2"
<br />1 G.C.1 BUILDER TO VERIF-Y� VIDE SOFFIT NILATERIAL SPAN CARACIT
<br />0 C6 W 0
<br />W 2
<br />W W 0
<br />INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
<br />N-1
<br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />CIN THE DE516N PRE155URF_53PECIF�ED FOR a-,�rviPCINLINIT:5 jiND OIL
<br />LU
<br />1-- < Of j z W Z
<br />W 0
<br />1-112" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
<br />START OF ARC
<br />4'MAX. RAID.
<br />IF TRUSSES USED) W/ (3) #6 X 41/2" WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
<br />USE (1) SIMPSON 112" HID TITEN (CENTERED) W/
<br />LISTED IN THE DESIGN i�R'7ERIA ON SHEET SN.
<br />12 FO R 30 FF1 T ATTAC H MEN T_ -1 T V�A L L (P ER ALPH A A L U M 1 N-C F 1 A 14352��
<br />PRODUCT APPROVAL) F CHANNEL FASTENEUTO:
<br />" IN/
<br />FN��HANIGS LESS THAN 3/4" - NO REPAIR REQD.
<br />w
<br />(D W
<br />< < 2
<br />0 0
<br />< 000
<br />W:) 0 ILL
<br />U) W U) U- 0 _j
<br />< C3 x W OZ20
<br />0C00T9z0--0R00,-0mz 0
<br />U) W 0 -wFnz wu)0�13fz=),
<br />q _,:,zWWI_zLL <06�_j
<br />11-011 51-011
<br />ARCH DETAIL J�
<br />MIN. 4" EMBEDMENT AT 16" O.C.
<br />CLILI W� T NAIL.09? 02-A f@ 24" CI.C. 5&' MIN. EMBEDMEN-T
<br />vruo'D 111 (3) 16 (:,�,A_ &4�xi_/4` CRCYWINSTAPLES, @ 247 MAX. O.C. `1 4-
<br />0
<br />U) 0z
<br />_j a- , a-
<br />< < 0 LU Y Z 0
<br />W z W Q 0 IL
<br />< M-_;�Wya<< <
<br />SCALE: N.T.S.
<br />�S
<br />12
<br />JACK TRUSS PROVIDED BY SEE
<br />PATTILRIN
<br />,IA 0,1i � (,,s GA 34114' GIRO'0 8TAPLE @ E G
<br />'I FASC
<br />U_
<br />0 W
<br />0 W z
<br />U_ < 0
<br />TRUSS COMPANY OR PLAN
<br />2x6 #2 SYP @ 24" O.C.
<br />INISH FLOQ3
<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 A17ACHED
<br />LL
<br />STRUCTURAL- SOFFIT
<br />SE-01 SCALE: 1,U` - 1'0` (**l FOR ALUP-41NUM SO. FITS WIT -
<br />> V . . . V
<br />EMBEDMENT INTOI�.)
<br />PER NAILING SCHEDULE
<br />—#5 BAR
<br />/4" MAX
<br />2'-0"
<br />REV 09 2� 2 21 > N5,TALL N11 D, SPAN RLOC
<br />x
<br />1 C> 4 `�
<br />C:)
<br />SIMPSON
<br />THE S-C.TFFIT FL PA INSTALLATIC4 f P
<br />1> . . .6 .0" 1 .6 ... V b CENTERED W/
<br />C:)
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />(5) 12d NAILS
<br />H2.5A W/ (10)
<br />�REFER
<br />. 190 "14 011 — IN TOP C?
<br />r1i
<br />1 X4 FURRING
<br />BLKG. & BUCK
<br />2X6 TO 2X4
<br />8d NAILS
<br />TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS,'
<br />KNOCKOUT/ N
<br />LU
<br />0
<br />CHAIR BLOCK
<br />14 P__4
<br />Ln :D
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />TRUSS AS SHOWN FOR O.H. UP TO Z-15"
<br />8d NAILS @ 8" O.C. AT BUCK
<br />2 x 8 VERT. W/ (2) 1 Od
<br />NAILS AT EA. END
<br />PROVIDE MIN.
<br />PROVIDE 2x
<br />7Z
<br />MONO FOOTING
<br />> U-) C:)
<br />1,� 'D C:)
<br />PROVIDE 2 x 8 DIAG. BRACE BTW4_1
<br />VERT. BRACES WHEN HGT. OF N
<br />1-1
<br />(2)
<br />TAPCON AT EA. SIDE
<br />BUCK WITHIN 4"
<br />CONT. W/ (3)
<br />12d NAILS
<br />DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H.
<br />1 Od NAILS 8" O.C.
<br />-7 11V
<br />SIZE AND REINF. PER PLAN
<br />AND SECTION DETAILS -
<br />z
<br />< Ln Ln
<br />BRACE EXCEEDS 24"
<br />- (1)
<br />JACK TRUSS PROVIDED BY--/
<br />-k 0 (2) @
<br />-1 z
<br />LL_
<br />V)
<br />LEAVE A CUT OUT IN O.S.B. ON T
<br />MIN. OF START OF
<br />TRUSS COMPANY OR 2x4
<br />TO TRUSS TOP CHORD
<br />!��IYZN �1, �_
<br />CLEAN FILL ;2 1z V.
<br />< Lij 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 />000,
<br />+
<br />+ G
<br />+ PLYWOOD SHEATHING
<br />+
<br />DIRT 1 71 2�
<br />z .12
<br />/_ --STANDARD C�l
<br />11- 0�
<br />Cz a-
<br />PLAN
<br />4'-0" MAX SEE
<br />+
<br />-1
<br />>_ < 00
<br /><
<br />BUILT UP PLWD. BUCK -
<br />+
<br />99 HOOK C\1
<br />SCRIBE (NOTCH) BACKSIDE
<br />7/16" OSB ARCH PANEL
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />+
<br />BLOCKING AS
<br />#5 BAR IN
<br />TO FIT ARCH CONNECT W/
<br />8d NAILS
<br /><
<br />"'-2
<br />START OF ARC
<br />NOTE: IF TRUSSES USED) W1 (2) #6 X 41/2" WOOD
<br />SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />+ +
<br />+ REQUIRED
<br />FILLED CEL
<br />V .9. "? V
<br />LLI
<br />_j C:)
<br />x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />4'MAX. RAID
<br />TO SUPPORT
<br />CD
<br />BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL
<br />GABLE ONLY, CORNERS WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
<br />If
<br />TRUSS + SOFFIT
<br />ko
<br />INSTALL WDW, SCRE
<br />ANCHOR INTO ARCH BLKG.
<br />THRU OSB INTO 2 x 8
<br />SHALL NOT BE FRAMED AS O.C.
<br />HIP.
<br />I +
<br />7 _Ii� - - +
<br />STEMWALL FOOTING
<br />SIZE AND
<br />PER INSTALLATION DETAILS
<br />13-13
<br />ARCH DETAIL
<br />— rL_`**�
<br />DESIGNED ONLY FOR THE SECTION @ ENTRY
<br />—
<br />2X4 SYP III 5a
<br />EACH TRUSS A/
<br />z
<br />REINF. PERLAN AND
<br />MONO TO STEMWALL FOOTING
<br />STEMWALL
<br />NJ
<br />SCALE: N.T.S.
<br />INSTALLATION OF SHINGLE
<br />SCALE: 3/4" V-0"
<br />�,
<br />SECTION DETAILS
<br />AND METAL ROOF FINISH �S
<br />SCALE: 3/4" = V-0"
<br />C\I
<br />04
<br />CONNECTOR
<br />I
<br />C)
<br />04
<br />I
<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. 7
<br />CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
<br />C�
<br />C:)
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR.
<br />N.
<br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
<br />ENTER SOOIT
<br />EXISTING BOND BEAM.
<br />EXTENDS TO SILL.
<br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />MASONRY WALL. SEE PLAN FOR
<br />. I I
<br />PRECAST LINTEL
<br />C:)
<br />R E INIF ORCING. PROVIDE LOWER
<br />SEE ELEVATION
<br />DRILL 3/4"x5" MIN. HOLE SET BAR IN
<br />06
<br />(.0
<br />00
<br />00
<br />C)
<br />N
<br />C�l
<br />04
<br />c:)
<br />Cj
<br />-
<br />04
<br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
<br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
<br />HOOKED DOWEL
<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
<br />EXPANSION STRIP
<br />W/J-CHANNEL SECURED '(MAX. 4'-0")
<br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
<br />0
<br />CN
<br />C)
<br />04
<br />C)
<br />N
<br />C)
<br />04
<br />C)
<br />N
<br />CD
<br />04
<br />C)
<br />C\1
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 20 ga. PANEL
<br />@24" O.C. FASTENED TO
<br />CMU W/ 3" LONG T-NAILS @
<br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2")
<br />&
<br />CN
<br />6,6
<br />C)
<br />6
<br />Cb
<br />C)
<br />C�
<br />A
<br />C)
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR
<br />,
<br />WWM AT PERIMETER
<br />24" O.C.
<br />4
<br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
<br />1/4" EXPANSION BOLT (2
<br />PER ANCHOR)
<br />HE'
<br />W, RE THIS CONDITION
<br />(1) #5 BARS CONT. OCCURS
<br />SECTION@ ROOF EXTENSION
<br />#5x6'EMBEDDED INTO EXISTING BOND BEAM
<br />C)
<br />C)
<br />C)
<br />C:)
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL
<br />TOP WITH MIN. 3"
<br />0
<br />0
<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" F.F.
<br />SCALE: 3/4" = V-1)"
<br />�, �S
<br />U)
<br />< FILL CELL FULL HEIGHT W/
<br />2i
<br />U)
<br />CD
<br />CD
<br />C)
<br />C)
<br />CD
<br />C:)
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE)
<br />LL W NON SHRINK GROUT.
<br />Lo
<br />>1
<br />I
<br />C�
<br />I C,5
<br />1 41
<br />L6
<br />(61
<br />r,:
<br />EXPANSION STRIP
<br />0 0
<br />SIMPSON HTT4 W/ (118) 1 Od x 1 SEE SHEET D2 AND
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />LU rA
<br />U)
<br />4
<br />FLOOR PLAN FOR
<br />REINFORCING AS FOLLOWS:
<br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />SEALANT
<br />M I IEEI I Mi I IE] I IE1 I 1=-'
<br />=1 117111 lEd I I - I F�51 I F
<br />LrFW
<br />1/2" NAILS TO STUDS & (1) -
<br />5/8" DIA. ALL THREAD ROD MORE INFO
<br />LL
<br /><
<br />#5x6'EMBEDDED INTO
<br />Z Z
<br />PRESS PANEL REINFORCING INTO PLACE.
<br />El I EEd I E�d I I
<br />V I I— F� IF
<br />_11
<br />EPDXIED w/ SIMPSON "SET"
<br />Z
<br />EXISTING FOOTING CONIC.
<br />(2) #5x6' IN
<br />co
<br />z 0
<br />W �5
<br />6" MIN. LAP SPLICE W/
<br />EPDXY MIN. 6" EMBEDMENT &
<br />< =
<br />41
<br />W
<br />W
<br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />REINFORCING PANEL
<br />3" MIN. EDGE DISTANCE
<br />U) c� FILLED CELL
<br />C)
<br />SMOOTH. DO NO FURROW.
<br />DRILL 3/4"x5" MIN. HOLE
<br />0
<br /><
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />GRADE V III Lll=
<br />SET BAR IN EPDXY
<br />CF) -0
<br />0
<br />0 - a -
<br />Lr- LU
<br />6" MIN. LAP
<br />LL _L
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE
<br />REMAIN FREE OF MORTAR.
<br />NOTE:
<br />SEE GLASS BLOCK INSTALLATION NOTES.
<br />co z
<br />04
<br />k4"
<br />-0
<br />zw�
<br />W <
<br />0
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<br />9V : .
<br />SAW CUT
<br />m z
<br />=
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL
<br />_�_�(2)#5 REBAR. MIN. 3"
<br />�- z
<br />0 w
<br />z _j
<br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
<br />THE VOIDS WITH MORTAR.) SECTION R160
<br />16" MIN. COVER EA. WAY
<br />A SECTION
<br />wo
<br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING
<br />CODE RESIDENTIAL
<br />7 Of
<br />EXISTING FOOTING
<br />>�<
<br />2zaf
<br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
<br />SCALE: N.T.S.
<br />0 _zzu-
<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
<br />W
<br />0<
<br />< �-
<br />z
<br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />MANUFACTURIER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />SECTION AT DEEP MONO FOUNDATION
<br />RETROFIT FILLED CELL DETAIL
<br />>_ C:)
<br />2 00
<br /><
<br />1 2
<br />0- W
<br />>_ W
<br />L0 z
<br />SCALE: 3/4" V-0"
<br />RETROFIT FOR MISSING
<br />z T__1
<br />z
<br />m < 0
<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 RECONIMENDATIONS FOR
<br />SCALE: N.T.S.
<br />z
<br />F- 0
<br />MSTAM STRAP
<br /><
<br />INSTALLATION OF GLASS BLOCK.
<br />SCALE: 3/4" V-0"
<br />0 0
<br />_j
<br />OCT 2 8 2022
<br />z
<br />z
<br />z
<br />Virtual Review Assist, Inc.
<br />Plans Review
<br />W
<br />0
<br />completed and
<br />c)
<br />@
<br />approved
<br />for compliance with the 2020 FBC 7th Edi
<br />hy
<br />LAST PLOT DATE
<br />Jul. 15,22
<br />Debra Anne KiahrPX2300
<br />STRUCTURAL
<br />z 4_0
<br />0
<br />. _J
<br />DETAIL�'--RETRO FIT
<br />
|