|
DOOR JAMB (REFER t1l 1/2" DRYWALL DOOR JAMB (REFER1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />TO PRODUCT TO PRODUCTTO PRODUCT APPROVAL FOR CONN. ; j, APPROVAL FOR CONK.`%,APPROVAL FOR CONN.j '1 X 4
<br />x4I FURRING
<br />1x4 P.T. 3/16"0 X 3" LONGFURRING 3-1/4" LONG X 3/16"0�; FURRING TAPCONS (2) ROWS 3/16" x 3-1/2'
<br />TAPCON. INTO TAPCON @ 16" O.C. & 4' 2X8
<br />STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8
<br />BLOCK@ SPACING "DETAIL 2-ROWS INTO
<br />PER MANUFACTURE 1 DETAIL MASONRY THROUGH 2" EDGE DIST, ATTACH
<br />rr
<br />1x4 P.T. & 1x8 P.T. 1-1/2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL
<br />STAGGERED @ 1211
<br />O.C.
<br />3/16" x 3 -1/2"
<br />TAPCON @ 16"
<br />1x4 P.T.
<br />DOOR JAMB (REFER
<br />TO PRODUCT
<br />O.C. & 4" FROM
<br />DOOR JAMB (REFER
<br />APPROVAL FOR CONN. 1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER EACH END W/ MIN.
<br />TO PRODUCT
<br />TO PRODUCT DGE DIST.
<br />APPROVAL FOR CONN. i%'i' ' i
<br />2x8 P.T. w/ (2) ROWS 3/16"
<br />APPROVAL FOR CONN.j6/,///��j
<br />��
<br />(2) ROWS 3/16" x 3-1/2" ���/,�%
<br />�j,
<br />x 3-1/2" TAPCON @ 16" 1x4
<br />O.C. & 4" FROM EACH
<br />TAPCON @ 16 O.C. &
<br />FURRII
<br />END w/ MIN. 2" EDGE DIST.
<br />4" FROM EACH END w/ 2x8 P.T.
<br />ATTACH SECOND PLY w/
<br />2x P.T. AS REQ'D
<br />MIN. 2" EDGE DIST.
<br />(2) ROWS 10dx3" 2x8
<br />2x DETAIL
<br />2 1/4" DETAIL
<br />STAGGERED @ 12" 0` 3-1/411 DETAIL
<br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSf CC
<br />SCALE: N.T.S. SS
<br />2x8 P.T. BUCK -CONNECT TO BLOCK
<br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN.
<br />EMBEDMENT INTO BLK.)
<br />1 X 4 FURRING
<br />BLOCK HEADER
<br />1/2" DRYWALL
<br />8d NAILS AT 8" O.C. AT BUCK
<br />2 x 8 45^ DIAGONAL (4) 10d NAILS INTO
<br />BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG.
<br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA
<br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8
<br />CONNECT W/ 8d NAILS BRACE/ BLKG.
<br />2 x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8
<br />A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
<br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
<br />ARCH DETAIL J
<br />SCALE: N.T.S. SS
<br />INSTALL WDW. SCREW ANCHOR-1
<br />INTO ARCH BLKG. PER
<br />INSTALLATION DETAILS
<br />1/4" MAX
<br />SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK
<br />2 x 8 BUCK - CONNECT TO BLOCK
<br />WITH
<br />,t
<br />1/4" x 31/4" TAPCON (1 1/4" MIN. -
<br />-1/4" MAX EMBEDMENT INTO K.)
<br />2-0„
<br />BLOCK HEADER
<br />SOLID BLKG, AT TOP BTWN. ARCH
<br />1 X 4 FURRING
<br />BLKG. & BUCK
<br />8d NAILS @ 8" O.C. AT BUCK
<br />2 x 8 VERT. W/ (2)10d
<br />NAILS AT EA. END
<br />PROVIDE 2 x 8 DIAG, BRACE BTWN"'.
<br />VERT. BRACES WHEN HGT. OF
<br />BRACE EXCEEDS 24"
<br />LEAVE A CUT OUT IN O.S.B. ON T
<br />2 x 8 VERT. BRACE(S)
<br />INSIDE TO ALLOW FOR INSULATION
<br />TO BE INSTALLED
<br />BUILT UP PLWD. BUCK -
<br />SCRIBE (NOTCH) BACKSIDE
<br />7/16" OSB ARCH PANEL
<br />TO FIT ARCH CONNECT W/
<br />8d NAILS
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />INSTALL WDW, SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />BTWN. OSB ARCH FACES W/ (4)10d NAILS. EQUAL
<br />THRU OSB INTO 2 x 8
<br />PER INSTALLATION DETAILS
<br />B-g
<br />ARCH DETAIL rK
<br />SCALE: N.T.S. SS
<br />SECTION
<br />A -A
<br />1/4" x 31/4" TAPCONS
<br />LEAVE A CUT OUT IN O.S.B. ON THE
<br />INSIDE TO ALLOW FOR INSULATION
<br />TO BE INSTALLED
<br />��- 2 x 8 45 DIAGONAL BRACE AT EA.
<br />FACE OF ARCH W/ (3)10d NAILS
<br />AT EA. END
<br />PROVIDE TAPCON WITHIN
<br />4" MIN. OF BRACE
<br />START OF ARC
<br />4' MAX. RAD.
<br />SECTION
<br />B-B
<br />8"
<br />EQUAL
<br />PROVIDE 2x
<br />PROVIDE (2) MIN. CONT. W/ (3)
<br />TAPCON AT EA. SIDE 12d NAILS
<br />BUCK - (1) WITHIN 4"
<br />MIN. OF START OF
<br />ARCH
<br />START OF ARC
<br />PROPEL INSTALLATION MAX. $
<br />#5 REBj
<br />(TYP,)
<br />FILL SOLID
<br />BOTH CELLS
<br />STD. 90'
<br />HOOK (1
<br />Ell
<br />NOTCH WEB AT
<br />+5A
<br />FIRST 2 COURSI
<br />""' — ,APACITY = 805 # FOR 1 STRAP
<br />= 1610 # FOR 2 STRAPS
<br />1 PLY PRE-ENGINEERED TRUSS
<br />SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS
<br />SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
<br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d
<br />SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #)
<br />BOND BEAM OR CAST IN PLACE BEAM
<br />RETROFIT TRUSS DETAIL
<br />N.T.S.
<br />2X6 SYP #2 CONT, (MATCH TRUSS DEPTH
<br />IF TRUSSES USED) W/ (3) #6 X 4Y2" WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
<br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/
<br />MIN. 4" EMBEDMENT AT 16" O.C.
<br />12
<br />JACK TRUSS PROVIDED BY SEE
<br />TRUSS COMPANY OR PLAN
<br />2x6 #2 SYP @ 24" O.C.
<br />ROOF SHEATHING ATTACHED
<br />PER NAILING SCHEDULE
<br />(5)12d NAILS SIMPSON
<br />2X6 TO 2X4 H2.5A w/ (10)
<br />8d NAILS
<br />NOTE:
<br />SHED ROOF ENDS TO BE
<br />GABLE ONLY, CORNERS
<br />SHALL NOT BE FRAMED AS
<br />HIP.
<br />DESIGNED ONLY FOR THE
<br />INSTALLATION OF SHINGLE
<br />AND METAL ROOF FINISH
<br />JACK TRUSS PROVIDED BY—/
<br />TRUSS COMPANY OR 2x4
<br />#2 SYP @ 24" O.C.
<br />4'-0" MAX SEE PLAN
<br />2X4 SYP #2 CONT (MATCH TRUSS DEPTH
<br />IF TRUSSES USED) W/ (2) #6 X 4'YV WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16"
<br />O.C.
<br />SECTION @ ENTRY L
<br />SCALE: 3/4" = V-0" SS
<br />i
<br />J
<br />LFILLED CELL PER
<br />FOUNDATION PLAN
<br />® UNACCEPTABLE INSTALLTION
<br />DO NOT DO THIS
<br />,R
<br />THE
<br />:S
<br />♦
<br />FILLED CELL INSTALLATION
<br />SEE ARCH PLAN AND
<br />PRE-ENG TRUSS DESIGN
<br />SEE NOTE 1 BELOW
<br />BRG WALL TYPE
<br />PER PLAN
<br />F CHANNEL, �_�
<br />FASTENED PER
<br />NOTE 2 BELOW
<br />CONT 2x4 NAILED TO
<br />BLOCKING w/ 2-12d NAILS (*')
<br />#5 REBAR (TYP,)
<br />00
<br />r TD. 90° HOOK (TYP.)
<br />0
<br />SCALE: N.T.S.
<br />2x SUB FASCIA
<br />ALUM DRIP EDGE
<br />• ALUM FASCIA
<br />1-3/4" TRIM PAINTED
<br />SS NAIL w/ 5/16" HEAD
<br />DIA. @ 24" O.C.
<br />CONT VENTED OR SOLID SOFFIT
<br />2x BLOCKING NAILED TO TOP
<br />CHORD EVERY OTHER TRUSS
<br />w/ 3-12d NAILS, TYP. (**)
<br />1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
<br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
<br />LISTED IN THE DESIGN CRITERIA ON SHEET SN.
<br />2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL
<br />PRODUCT APPROVAL) F CHANNEL FASTENED TO:
<br />- CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT
<br />- WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND
<br />PATTERN
<br />- SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE
<br />STRUCTURAL SOFFIT
<br />rF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS
<br />REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER
<br />i THE SOFFIT FL PA INSTALLATION CRITERIA
<br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
<br />zX
<br />+ �Fy�ry
<br />+ +
<br />2X4 SYP I I�rI
<br />EACH TRUSS
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
<br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
<br />(2) 10d NAILS @ 8" O.C.
<br />TO TRUSS TOP CHORD
<br />PLYWOOD SHEATHING
<br />BLOCKING AS
<br />/ + REQUIRED TO
<br />SUPPORT SOFFIT
<br />@ FIRST COURSE
<br />2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.
<br />3/4" PLYWOOD DECKING GLUED
<br />ATTACHED WALL SHEATHING TO
<br />AND NAILED W/ 8d COMMON @
<br />2X BOTTOM PLATE W/ 8d @ 4"
<br />6" O.C. EDGES AND 12" O.C. FIELD
<br />O.C., 2 ROWS STAGGERED
<br />x
<br />2x BAND JOIST W/ FACE NAIL 1 Od
<br />-
<br />@ TOP & BTTM CHORD, AND (8)
<br />FACE NAILS 1 Od @ TRUSS VERT.
<br />WEB
<br />METAL SEAT PLATE
<br />NOTE:
<br />LAP SHEATHING TO
<br />BOTTOM OF BAND
<br />JOIST TYPICAL
<br />r
<br />SIMPSON HGAM1OKTA @ 12" O.C.
<br />w/ (4) 1/4x1 1/2" SDS SCREWS
<br />INTO BAND JOIST & (4) 1/4"x2 3/4"
<br />f
<br />TITEN INTO K.O. BLOCK
<br />RETROFIT FOR MISSING
<br />EMBEDDED STRAP
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
<br />FILL 1st 4 COURSES
<br />SOLID W/GROUT
<br />FOR OVERHANGS BETWEEN OVER 1 1/2" °
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS.
<br />OVERHAN F.
<br />:°
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />FOR OVERHANGS BETWEEN 3/4" TO 1 112"
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
<br />1'-0" 5'-0"
<br />INISH
<br />°-
<br />'� ? A '
<br />°
<br />#5 BAR
<br />k.p • , s ° . .• CENTERED W/
<br />..' ° • . �s 97
<br />IN TOP o
<br />v '' KNOCKOUT / c14
<br />° CHAIR BLOCK
<br />MONO FOOTING
<br />s
<br />i
<br />SIZE AND REINF. PER PLAN _ _ •
<br />AND SECTION DETAILS - -
<br />CLEAN FILL °
<br />DIRT z
<br />A. ° STANDARD o
<br />e 90 HOOK cv
<br />#5 BAR IN
<br />FILLED CELL,sk
<br />i
<br />STEMWALL FOOTING SIZE AND
<br />MONO TO STEMWALL FOOTING SECTION DETAILS D STEMWALL
<br />SCALE: 3/4" = V-0"
<br />GLASS BLOCK INSTALLATION NOTES
<br />NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT,
<br />A)
<br />COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
<br />CONNECTOR
<br />'.
<br />®
<br />CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR.
<br />B)
<br />ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
<br />SEE LINTEL
<br />EXTENDS TO SILL.
<br />EXISTING BOND BEAM.
<br />C)
<br />SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />MASONRY WALL. SEE PLAN FOR
<br />SCHED.
<br />D
<br />SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
<br />REINFORCING. PROVIDE LOWER
<br />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 />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 />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
<br />± 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 />y
<br />#5x6' EMBEDDED INTO EXISTING BOND BEAM
<br />E)
<br />INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />9 ga. PANEL
<br />PER ANCHOR)
<br />#5 CONT. TOP & MID
<br />OCCURS
<br />SECTION @ ROOF EXTENSION rM
<br />o
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
<br />APPLY PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
<br />REINFORCING
<br />WITH MIN. 3" COVER
<br />gr 011
<br />�/
<br />SCALE: 3/4" = V-0"
<br />SS
<br />¢
<br />SHALL TO
<br />(EVERY OTHER
<br />FILL CELL FULL HEIGHT W/
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
<br />COURSE)
<br />EXPANSION STRIP
<br />w Uj
<br />NON SHRINK GROUT.
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />A
<br />o v
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />o A c P
<br />SIMPSON HTT4 w/ (18) 10d x 1
<br />SEE SHEET D2 AND
<br />FLOOR PLAN FOR
<br />w a
<br />v
<br />/�
<br />REINFORCING AS FOLLOWS:
<br />*
<br />B D JOINT. D TF R
<br />R HALF F MORTAR IN E JO T 0 NO FURROW.
<br />PLACE LOWER HA 0 0
<br />SEALANT
<br />—� — I=
<br />A — — — — —
<br />I.
<br />I I��IT�� ( -IT
<br />g �
<br />1/2" NAILS TO STUDS & (1) -
<br />n
<br />5/8 DIA. ALL THREAD ROD
<br />MORE INFO
<br />w a
<br />F—
<br />1
<br />— — — �— , ,
<br />I ITI—IT
<br />� .
<br />,
<br />#5x6 EMBEDDED INTO
<br />* N REINFORCING INTO PACE.
<br />PRESS PANEL REIN 0 CI G O L A R
<br />_
<br />i;
<br />6 MIN. LAP SPLICE W/
<br />D I I I —I I I=�
<br />P ET EPDXIED w/ SIMPSON S N S
<br />I 0
<br />�
<br />c, z
<br />� �
<br />EXISTING FOOTING
<br />(2)#5x6 IN CONC.
<br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />_'. . ".:•>;'}
<br />REINFORCING PANEL
<br />_ =
<br />A I
<br />EPDXY MIN. 6 EMBEDMENT &
<br />3 MIN. EDGE DISTANCE
<br />¢ _
<br />rn rn
<br />N
<br />FILLED CELL
<br />F
<br />SMOOTH. DO NO FURROW,
<br />,
<br />DRILL 3/4"x5"MIN. HOLE
<br />F)
<br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />GRADE
<br />o
<br />SET BAR IN EPDXY
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />. . . . . . . . . . .
<br />6" MIN. LAP
<br />A
<br />.N
<br />D
<br />G)
<br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />.
<br />SPLICE
<br />NOTE:
<br />_
<br />M
<br />A
<br />Q
<br />REMAIN FREE OF MORTAR.
<br />H)
<br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET, AT THIS
<br />SEE GLASS BLOCK INSTALLATION NOTES.
<br />T
<br />o
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
<br />SEALANT
<br />A °
<br />4" SAW CUT
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
<br />GLASS BLOCK DETAIL
<br />\ ' (2) #5 REBAR. (1-STORY)
<br />\
<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.)
<br />GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
<br />3 #5 REBAR. (2-STORY
<br />16" MIN. (1-STORY) () )
<br />A
<br />S ECT I 0 N
<br />1)
<br />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 />I
<br />1
<br />SCALE: N.T.S.
<br />J)
<br />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 />RETROFIT
<br />FILLED CELL DETAIL
<br />K)
<br />A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
<br />REV. 07.28.21
<br />SCALE: 3/4" = 1'-0"
<br />RETROFIT FOR MISSING
<br />,a
<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" = V-0"
<br />N
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<br />To the best of the Engineers knowledge, information and belief,
<br />the structural
<br />plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential
<br />7th Edition. Engineer's signature and seal is only for
<br />the structural
<br />engineering portions
<br />of the drawing pages bearing
<br />Engineer's
<br />signature and seal.
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<br />JOB
<br />NO:
<br />22-06454
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />SS
<br />
|