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<br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />DOOR JAMB REFER 1x4 1/2" DRYWALL
<br />(
<br />UNACCEPTABLE INSTALLTION
<br />DOORJAMB (REFER
<br />P.T. TO PRODUCT
<br />TO PRODUCT
<br />To PRODUCT
<br />PROPER INSTALLATION MAX.
<br />$ DO NOT DO THIS
<br />2"x BOT. PLATE W/ (2)10d @ 6" O.C..
<br />APPROVAL FOR CONN. �' APPROVAL FOR CONN. i /� ; 1x4
<br />1x4 P.T. �/
<br />APPROVAL FOR CONN. %, //00
<br />1 X 4
<br />// FURRING
<br />#5 REBAR P,
<br />3/4" PLYWOOD DECKING GLUED
<br />AND NAILED W/ 8d COMMON �'
<br />ATTACHED WALL SHEATHING TO
<br />2X BOTTOM PLATE W/ 8d @ 4"
<br />i
<br />3/16"� X 3" LONG FURRING
<br />i i'' FURRING i %�
<br />�� �� i// ;
<br />(2) ROWS 3/16 x 3-1/2
<br />#5 REBAR `
<br />�
<br />@
<br />O.C., 2 ROWS STAGGERED
<br />3-1/4" LONG X 3/16" i' TAPCONS
<br />(TYP,)
<br />6" O.C. EDGES AND 12" O.C. FIELD
<br />TAPCON. INTO STAGGERED @ 16°
<br />TAPCON @ 16" O.C. & 4" 2X$
<br />`cA
<br />1x8 P.T.
<br />BLOCK@ SPACING �� O.C. 2-ROWS INTO
<br />1 DETAIL
<br />FROM EACH END w/MIN. 1X8
<br />2" EDGE DIST. ATTACH
<br />`STD.
<br />2x BAND JOIST W/ FACE NAIL 10d
<br />PER MANUFACTURE MASONRY THROUGH n
<br />1-1 /2 DETAIL
<br />1x8 w/ 2 ROWS 8d NALS r�
<br />O 3 DETAIL L
<br />STD. 90A ® /�
<br />90° HOOK
<br />(TYP.)
<br />TOP & BTTM CHORD, AND 8
<br />@ ( )
<br />1x4 P.T. & 1x8 P.T.
<br />STAGGERED @ 12" O.C.
<br />FILL SOLID
<br />BOTH CELLS
<br />HOOK (TYP.)
<br />FACE NAILS 10d @ TRUSS VERT.
<br />WEB
<br />3/16" x 3 -1/2"
<br />TAPCON @ 16" 1x4 P.T.
<br />DOOR JAMB (REFER
<br />TO PRODUCTVL
<br />4%
<br />METAL SEAT PLATE
<br />O.C. & 4" FROM DOOR JAMB (REFER
<br />APPROVAL FOR CONN. 1x4 1/2" DRYWALL
<br />�, %
<br />;�, j
<br />NOTE:
<br />LAP SHEATHING TO
<br />EACH END W/ MIN. TO PRODUCT
<br />DOOR JAMB (REFER i , ,
<br />TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. % �,/��%
<br />2x8 P.T. w/ (2) ROWS 3/16"
<br />® ®
<br />BOTTOM OF
<br />CAAND
<br />APPROVAL FOR CONN. / ii'
<br />/,/�; (2) ROWS 3/16 x 3-1/2 ,/, �/,
<br />x 3-1/2" TAPCON @ 16" 1x444
<br />O.C. & 4" FROM EACH
<br />TAPCON @ 16 O.C. &
<br />FURRING
<br />END w/ MIN. 2"EDGE DIST.
<br />NOTC
<br />FIRST COURSE
<br />SIMPSON HGAMIOKTA 12" O.C.
<br />@
<br />-; i ;/ /, 4 FROM EACH END w/ 2x8 P.T.
<br />ATTACH SECOND PLY w/
<br />® +2
<br />-
<br />wl (4) 1/4xl 1/2" SDS SCREWS
<br />2x P.T. AS REQ'D MIN. 2" EDGE DIST.
<br />(2) ROWS 10dx3" 2x8 i
<br />j
<br />INTO BAND JOIST & (4) 1/4"x2 3/4"
<br />TITEN
<br />2x DETAIL2 1 /4" D ETAI L
<br />STAGGERED @ 12" O,C. 3-1 /4" D ETAI L
<br />+5^
<br />NOTCH WEB AT THE
<br />FIRST 2 COURSES ®
<br />�
<br />J r-
<br />INTO K.O. BLOCK
<br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS
<br />CC
<br />FOUNDCELLN PR
<br />FILLED CELL INSTALLATION
<br />H
<br />RETROFIT FOR MISSING
<br />EMBEDDED STRAP
<br />SCALE: N.T.S.
<br />SS
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL,
<br />SCALE: N.T.S.
<br />SS
<br />INFO SCALE: N.T.S.
<br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION
<br />UPLIFT CAPACITY = 805 # FOR 1 STRAP
<br />W/ 1i4" x 31/4" TAPCON (1 1/4" MIN. A -A
<br />= 1610 # FOR 2 STRAPS
<br />UR ES
<br />soul t4 COURSES
<br />EMBEDMENT INTO BLK.) 1/4" MAX
<br />,2'-0" 8"
<br />1 PLY PRE-ENGINEERED TRUSS
<br />SEE ARCH PLAN AND
<br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS
<br />PRDOEVSVIGN
<br />BLOCK HEADER ARCH BLKG. &BUCK
<br />SIMPSON HM9KT w/ (4)1/4"x1 1/2"SDS
<br />SEE NOTE 1TRUSS
<br />a
<br />1/2" DRYWALL *
<br />SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS
<br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d
<br />8d NAILS AT 8" O.C. AT BUCK
<br />/+ •• SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)2x
<br />SUB
<br />;
<br />2 x 8 45^ DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B.
<br />ON THE
<br />ALUM DRIP EDGE
<br />BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION
<br />7/16" OSB TO BE INSTALLED
<br />CUT HOLE IN O.S.B. FOR
<br />BOND BEAM OR CAST IN PLACE BEAM
<br />BRG WALL TYPE ALUM FASCIA
<br />FOR OVERHANGS BETWEEN OVER 1 112"
<br />CONTACT ENGINEER OF RECORD FOR
<br />BUILT UP PLWD. BUCK ARCH PANEL
<br />N'
<br />POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA.
<br />PER PLAN I 1-3/4" TRIM PAINTED
<br />FURTHER INSTRUCTIONS. " a•' •a ..
<br />SCRIBE (NOTCH)
<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 />SS NAIL w/ 5/16" HEAD
<br />F CHANNEL' DIA. @ 24" O.C.
<br />OVERHAN s.
<br />CONNECT W/ 8d NAILS BRACE/ BLKG.
<br />FASTENED PER
<br />N.T.S.
<br />NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT
<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 WITHIN
<br />CONT 2x4 NAILED TOL 2x BLOCKING NAILED TO TOP
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />INTO ARCH BLKG. PER BRACEAPCON
<br />4 MIN. OF BRACE
<br />BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS
<br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
<br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />w/ 3-12d NAILS, TYP. **
<br />( )
<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 "
<br />) O #6 X 4%WOOD
<br />NOTE; FOR OVERHANGS LESS THAN 3l4" - NO REPAIR REO'D.
<br />1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
<br />SCR
<br />/
<br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
<br />4' MAX. RAD.
<br />ARCH DETAIL J
<br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/
<br />LISTED IN THE DESIGN CRITERIA ON SHEET SN.
<br />MIN. 4" EMBEDMENT AT 16" O.C.
<br />2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL
<br />1'-0" 5r-0"
<br />SCALE: N.T.S. SS
<br />12
<br />JACK TRUSS PROVIDED BY SEE
<br />PRODUCT APPROVAL) F CHANNEL FASTENED TO:
<br />TRUSS COMPANY OR
<br />CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT
<br />PLAN
<br />2x6 #2 SYP @ 24" O.C.
<br />- WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND
<br />OlLf INISH FLO
<br />2
<br />WITH
<br />x 8 BUCK - CONNECT TO BLOCK SECTION
<br />1/4" x 31/4" TAPCON (1 1/4" MIN.
<br />ROOF SHEATHING ATTACHED
<br />PATTERN
<br />- SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @EACH GROOVE
<br />°
<br />n yD
<br />1/4" MAX EMBEDMENT INTO K.) B-B
<br />PER NAILING SCHEDULE ALL
<br />e ° o•• #5 BAR
<br />SIMPSON i
<br />STRUCTURAL SOFFIT
<br />V 10 • .' CENTERED W/ g
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />(5)12d NAILS
<br />FO
<br />p :
<br />0° 9 H. IN TOP b
<br />1 X 4 FURRING
<br />BLKG. &BUCK
<br />2X6 TO 2X4 H2.5A w/ (10)
<br />SCALE: 3/4" = V-0" ** FOR ALUMINUM SOFFITS WITH SPANS
<br />O
<br />> °
<br />KNOCKOUT / N
<br />$d NAILS
<br />REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER
<br />o I�.
<br />8d NAILS @ 8" O.C. AT BUCK
<br />i
<br />THE SOFFIT FL PA INSTALLATION CRITERIA
<br />_ -I ° CHAIR BLOCK
<br />i •n
<br />PROVIDE 2 x 8 DIAG. BRACE B
<br />2 x 8 VERT, W/ (2)1Old
<br />NAILS AT EA. END
<br />PROVIDE
<br />(2) MIN.
<br />PROVIDE 2x
<br />CONT. W/ (3)
<br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
<br />D•
<br />MONO FOOTING - _- ,': e ' A.
<br />VERT. BRACES WHEN HGT. OF
<br />TAPCON AT EA. SIDE
<br />12d NAILS
<br />SIZE AND REINF. PER PLAN
<br />AND SECTION DETAILS -,
<br />BRACE EXCEEDS 24"
<br />BUCK
<br />- (1) WITHIN 4"
<br />JACK TRUSS PROVIDED BY
<br />ii
<br />LEAVE A CUT OUT IN O.S.B. ON T
<br />MIN. OF START OF
<br />TRUSS COMPANY OR 2x4
<br />°
<br />CLEAN FILL °
<br />2 x 8 VERT. BRACES
<br />O
<br />INSIDE TO ALLOW FOR INSULATION
<br />ARCH
<br />#2 SYP @ 24" O.C. �
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />.o
<br />DIRT , b z
<br />TO BE INSTALLED
<br />4'-0" MAX SEE PLAN
<br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
<br />2k0�F
<br />° STANDARD
<br />BUILT UP PLWD.)BUCK -
<br />Rhq * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H.
<br />•: o
<br />N
<br />SCRIBE NOTCH BACKSIDE
<br />7/16" OSB ARCH PANEL
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />+ OAF
<br />+ + NOT (2)10d NAILS @ 8" O.C.
<br />N
<br />i 90° HOOK
<br />#5 BAR IN
<br />TO FIT ARCH CONNECT W/
<br />NOTE: IF TRUSSES USED) W/ (2) #6 X 4Yz' WOOD
<br />+ TO TRUSS TOP CHORD
<br />FILLED CELL • -; -
<br />��.,
<br />8d NAILS
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />START OF ARC
<br />4' MAX. RAD.
<br />SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />+ +
<br />. _ .�•j �., . _ •.,
<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 />O
<br />+ + PLYWOOD SHEATHINGIV
<br />111,°
<br />`� °� �'� °� N'�
<br />sk
<br />ANCHOR INTO ARCH BLKG.
<br />THRU OSB INTO 2 x 8
<br />SHALL NOT BE FRAMED AS O.C.
<br />+ +
<br />PER INSTALLATION DETAILS
<br />B-g
<br />ARCH DETAIL K
<br />HIP.
<br />DESIGNED ONLY FOR THE SECTION @ ENTRY L
<br />BLOCKING AS
<br />STEMWALL FOOTING SIZE AND
<br />REINF. PERLAN AND STEMWALL
<br />SCALE: N.T.S. SS
<br />INSTALLATION OF SHINGLE SCALE: 3/4" = V-0"
<br />SS
<br />TRUSS + + REQUIRED TO
<br />SUPPORT
<br />MONO TO STEMWALL FOOTING SECTION DETAILS
<br />AND METAL ROOF FINISH
<br />+ SOFFIT
<br />2X4 SYP • ®°
<br />SCALE: 3/4" = 1'-0"
<br />EACH TRUSS
<br />GLASS BLOCK INSTALLATION NOTES
<br />NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT,
<br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
<br />CONNECTOR '�®°
<br />CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR.
<br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
<br />SEE LINTEL
<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 />SCHED.
<br />D SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
<br />REINFORCING. PROVIDE LOWER HOOKED DOWEL
<br />ENTER SO IT
<br />DRILL 3/4"x5" MIN. HOLE SET BAR IN
<br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
<br />J
<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 />PRECAST LINTEL
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
<br />20 ga. PANEL
<br />N N
<br />SEE ELEVATION
<br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
<br />ANCHOR
<br />FOR OVER HANG
<br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2")
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<br />W.W.M. AT PERIMETER
<br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
<br />1/4" EXPANSION BOLT (2
<br />WHERE THIS CONDITION
<br />(MAX. 4' _0")
<br />>
<br />#5x6' EMBEDDED INTO EXISTING BOND BEAM
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL
<br />PER ANCHOR)
<br />#5 CONT. TOP &MID OCCURS
<br />SECTION @ ROOF EXTENSIONrM
<br />z
<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
<br />WITH MIN. 3" COVER 6.0
<br />SCALE: 3/4" =1'-0"
<br />SS
<br />0
<br />(EVERY OTHER
<br />FILL CELL FULL HEIGHT W/
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE)
<br />EXPANSION STRIP
<br />'''
<br />NON SHRINK GROUT.
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />o
<br />O
<br />v
<br />A
<br />SEE SHEET D2 AND
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />D e u ♦-- D �
<br />SIMPSON HTT4 w/ (18)10d x 1
<br />w
<br />REINFORCING AS FOLLOWS:
<br />*
<br />SEALANT
<br />_
<br />I I 1=�= =III T
<br />FLOOR PLAN FOR
<br />1/2" NAILS TO STUDS & (1) - MORE INFO
<br />"
<br />�
<br />�
<br />a
<br />1
<br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />PRESS PANEL REINFORCING INTO PLACE.
<br />D — — — — -
<br />=I III rrrl I
<br />rj_
<br />— —
<br />5/8 DIA. ALL THREAD ROD
<br />EPDXIED w/ SIMPSON SET
<br />v
<br />, ..
<br />#5x6 EMBEDDED INTO
<br />"
<br />6 MIN. LAP SPLICE W/
<br />.D .D — -
<br />11i —
<br />I I I III-
<br />EXISTING FOOTING (2) #5x6 IN CONC.
<br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />•.:,
<br />REINFORCING PANEL
<br />_ — =
<br />I TI—I IT
<br />_ —
<br />EPDXY MIN. 6" EMBEDMENT &
<br />cn
<br />N
<br />FILLED CELL
<br />SMOOTH. DO NO FURROW. ....,..:.:........: •
<br />°
<br />D T—I I _Tt
<br />—
<br />e I —I � � �
<br />3 MIN. EDGE DISTANCE � �
<br />DRILL 3/4"x5"MIN. HOLE
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT ' ..... ,....
<br />GRADE D. DIir� II ly
<br />SET BAR IN EPDXY
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. - 6" MIN. LAP
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE
<br />NOTE:
<br />M
<br />REMAIN FREE OF MORTAR.
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<br />SEE GLASS BLOCK INSTALLATION NOTES.
<br />r D
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT
<br />, °
<br />4 , SAW CUT
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL
<br />\ D (2) #5 REBAR. (1-STORY)
<br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
<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. (1-STORY) (3) #5 REBAR. (2-STORY)
<br />A SECTION
<br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
<br />20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
<br />EXISTING FOOTING
<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
<br />j SCALE: N.T.S.
<br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />SECTION AT DEEP MONO FOUNDATION
<br />\ \'
<br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />� .
<br />RETROFIT
<br />FILLED CELL DETAIL
<br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING.
<br />REV. 07.28.21 SCALE: 3/4" = 1` 0"
<br />RETROFIT FOR MISSING D
<br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
<br />MSTAM STRAP
<br />SCALE: N.T.S.
<br />INSTALLATION OF GLASS BLOCK.
<br />SCALE: 3/4" = 1'-0"
<br />cam+
<br />�
<br />°®
<br />04
<br />F-- d
<br />C__) a
<br />M
<br />�6:-t-)
<br />N
<br />d
<br />N�ot
<br />d
<br />CD �
<br />cad
<br />67 'R S
<br />N O••
<br />v
<br />e�yg�l,�i9ElEltttd/ IE `',
<br />ROW
<br />'� h` E•
<br />4 Q) v N
<br />b< -J
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />NO: 22-09410
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />SS
<br />1
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