|
1 _ 1 1 I I 1:1 i FI III I
<br />1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL
<br />1/2" DRYWALL DOOR JAMB (REFER 1x4 (
<br />DOOR JAMB
<br />® UNACCEPTABLE INSTALLTION
<br />♦♦
<br />(REFER
<br />TO PRODUCT TO PRODUCT TO PRODUCT
<br />APPROVAL FOR CONN.
<br />M 8"
<br />PROPER INSTALLATION ♦® DO NOT DO THIS ♦®
<br />2"x BOT. PLATE W/ (2) 10d @ 6" o.c.
<br />tx4
<br />APPROVAL FOR CONN. ;, , ,
<br />APPROVAL FOR CONN.!' , ' '/ ; 1X 4
<br />1x41x4
<br />®♦
<br />(TYP,)
<br />♦ #5 REBAR TYP,i
<br />3/4" PLYWOOD DECKING GLUED
<br />ATTACHED WALL SHEATHING TO
<br />P.T. i
<br />3/16"� X 3" LONGi FURRING FURRING
<br />LONG X 3/16"�/'.� FURRING (2) ROWS 3/16 x 3-1/2 '
<br />#5 REBAR ®♦ ®®
<br />♦ ♦
<br />@
<br />10MOM0NFIELD3-1/4"
<br />,''
<br />2X BOTTOM PLATE W/ 8d @ 4"
<br />O.C., 2 ROWS STAGGERED
<br />TAPCONS TAPCON 16 O.C. & 4
<br />(TYP,)
<br />♦ ♦
<br />6" 0CEIDGES AN
<br />TAPCON. INTO @ 2X8
<br />STAGGERED @ 16"
<br />♦♦ ®♦
<br /><
<br />1x8 P.T. FROM EACH END w/ MIN. 1X8
<br />BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH
<br />1 DETAIL
<br />-
<br />PER MANUFACTURE MASONRY THROUGH „
<br />-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL
<br />♦♦ #sT�. 90° HOOK (TYP.)
<br />STD. 90 ♦ ♦
<br />®♦®
<br />'
<br />-
<br />2x BAND JOIST W/ FACE NAIL 10d
<br />@TOP & BTTM CHORD, AND (8)
<br />1 x4 P.T. & i x8 P.T. STAGGERED @ 12" O.C.
<br />BOTH OCEILDLS HOOK (TYP.) ®®♦
<br />FACE NAILS 10d @TRUSS VERT.
<br />WEB
<br />(
<br />TAP x 3 -@ 1 DOOR JAMB REFER
<br />TAPCON @ 16" 1x4 P.T. TO PRODUCT
<br />METAL SEAT PLATE
<br />O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL
<br />APPROVAL FOR CONN. 1x4
<br />j,'/�" ! ,�'�
<br />• /
<br />NOTE:
<br />DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT
<br />2" EDGE DIST. APPROVAL FOR CONN. %'/ !j 2x8 P.T. w/ (2) ROWS 3/16"
<br />♦ ♦
<br />®♦
<br />LAP SHEATHING TO
<br />BOTTOM OF BAND
<br />TO PRODUCT ,
<br />APPROVAL FOR CONN. / / % � ,% x 3-1/2" TAPCON @ 16' 1x4
<br />'
<br />®®
<br />1111,
<br />JOIST TYPICAL
<br />2 ROWS 3/16 x 3-1/2
<br />�ij O ; ; ,= , % O.C. & 4 FROM EACH FURRING
<br />® ®®
<br />• ��%;;,
<br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.
<br />4" FROM EACH END w/
<br />♦
<br />♦ +2„ NOTCHIV�B @FIRST COURSE
<br />SIMPSON HGAMIOKTA 12" O.C.
<br />@
<br />2x8 P.T. ATTACH SECOND PLY w/
<br />® ♦
<br />♦♦
<br />-
<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 />♦®
<br />♦♦®
<br />INTO BAND JOIST & (4) 1/4"x2 3/4"
<br />2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /41' DETAIL
<br />NOTCH WEB AT THE ®®®
<br />C
<br />TITEN INTO K.O. BLOCK
<br />+5^ FIRST 2 COURSES
<br />♦♦®+
<br />®®®®
<br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC
<br />CELL PP
<br />FOUNDATIONFILLED
<br />AN
<br />FILLED CELL INSTALLATION H
<br />RETROFIT FOR MISSING
<br />EMBEDDED STRAP
<br />SCALE: N.T.S. 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/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A -A
<br />= 1610 # FOR 2 STRAPS
<br />FILL Ist4COURSES
<br />EMBEDMENT INTO BLK.) 1/4" MAX
<br />SOLID W/GROUT
<br />tt
<br />1 PLY PRE-ENGINEERED TRUSS
<br />SEE ARCH PLAN AND
<br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS
<br />PRE-ENG TRUSS DESIGN
<br />BLOCK HEADER ARCH BLKG. & BUCK
<br />SIMPSON HM9KT w/ (4) 1/4"x1 1/2"SDS
<br />SEE NOTE 1 BELOW 70,
<br />1/2" DRYWALL *
<br />SCREWS & (5) 1/4" x 2 1/4" 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 #)
<br />2x SUB FASCIA
<br />2 x 8 45^ DIAGONAL 4 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE
<br />(4)
<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 />BOND BEAM OR CAST IN PLACE BEAM
<br />I i ALUM FASCIA
<br />BRG WALL TYPE —1---
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA.
<br />(
<br />PER PLAN I I 1-3/4" TRIM PAINTED
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS. ° " a••
<br />SCRIBE (NOTCH)
<br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS
<br />AT EA. END
<br />RETROFIT TRUSS DETAIL
<br />I I
<br />F CHANNEL, SS NAIL w/ 5/16" HEAD
<br />DIA. @ 24" O.C.
<br />°
<br />OVERRAN
<br />CONNECT W/ 8d NAILS BRACE/BLKG.
<br />N.T.S.
<br />FASTENED PER I
<br />NOTE 2 BELOW—L CONT VENTED OR SOLID SOFFIT
<br />;..
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />INSTALL WDW, SCREW ANCHORgoz— () 10d NAILS THRU OSB INTO 2 x PROVIDE TAPCON WITHIN
<br />ARCH FACES W48
<br />CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />INTO ARCH BLKG. PER 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 />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'/2" WOOD
<br />) ()
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REGD.
<br />-- -- ---
<br />1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
<br />4' MAX. RAD.
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
<br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/
<br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
<br />ARCH DETAIL J
<br />MIN. 4" EMBEDMENT AT 16" O.C.
<br />LISTED IN THE DESIGN CRITERIA ON SHEET SN.
<br />SCALE: N.T.S.
<br />12
<br />2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL
<br />11_ Q1' 51- Q1"
<br />SS
<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"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND
<br />WISH 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 i
<br />PATTERN
<br />- SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE EACH GROOVE
<br />@
<br />B-B
<br />EMBEDMENT INTO K.)
<br />PER NAILING SCHEDULE ALL
<br />° °
<br />/4" MAX
<br />2-0 8r,
<br />STRUCTURAL SOFFIT
<br />• #5 BAR
<br />° p °
<br />10 • CENTERED W/
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />5 12d NAILS SIMPSON
<br />()
<br />S F0oil
<br />p 9 ° .
<br />1 X 4 FURRING
<br />BLKG. & BUCK
<br />H2.5A w/ 10
<br />2X6 TO 2X4 ( )
<br />SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS
<br />p ° `b IN TOP o
<br />8d NAILS
<br />REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER
<br />i > : ' KNOCKOUT / CAI
<br />8d NAILS @ 8" O.C. AT BUCK
<br />i
<br />THE SOFFIT FL PA INSTALLATION CRITERIA
<br />,a A ° CHAIR BLOCK
<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 />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
<br />MONO FOOTING
<br />VERT. BRACES WHEN HGT. OF
<br />BRACE EXCEEDS 24"
<br />TAPCON AT EA, SIDE
<br />BUCK-(1) WITHIN 4"
<br />12d NAILS
<br />JACK TRUSS PROVIDED BY
<br />SIZE AND REINF. PER PLAN - -
<br />AND SECTION DETAILS -I
<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 />DIRT • � z
<br />T
<br />TO BE INSTALLED
<br />4'-0" MAX SEE PLAN
<br />� .�
<br />TRUSS AS SHOWN FOR O.H. UP TO 2-6
<br />2xO�
<br />° STANDARD
<br />BUILT UP PLWD. BUCK-
<br />� *DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
<br />Ryq
<br />° � o
<br />N
<br />SCRIBE (NOTCH) BACKSIDE
<br />7/16" OSB ARCH PANEL
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />+
<br />+ �FNO (2) 10d NAILS 8" O.C.
<br />Th
<br />_ p 90° HOOK
<br />#5 BAR IN I�
<br />TO FIT ARCH CONNECT W!
<br />START OF ARC
<br />NOTE: IF TRUSSES USED) W/ (2) #6 X 4Yz" WOOD
<br />+ + TO TRUSS TOP CHORD
<br />FILLED CELL I I I
<br />• �' +' °' °- ' ' '
<br />8d NAILS
<br />2 x4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />4' MAX. RAD.
<br />„
<br />SHED ROOF ENDS TO BE SCREWS @ 16 O.C. MAX. OR IF MASONRY
<br />+ +
<br />\ : \.,I�\ , N , \ ., \ _ \.,
<br />INSTALL WDW, SCREW
<br />BTWN. OSB ARCH FACES W/ 4 10d NAILS EQUAL EQUAL
<br />()
<br />GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16"
<br />+
<br />+ PLYWOOD SHEATHING
<br />L"
<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-B
<br />ARCH DETAIL rK
<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: 3l4" =1'-0"
<br />SS
<br />TRUSS +
<br />+ + REQUIRED TO
<br />MONO TO STEMWALL FOOTING SECTION DETAILS
<br />AND METAL ROOF FINISH
<br />+ SUPPORT SOFFIT
<br />2X4 SYP . e s
<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
<br />HOOKED DOWEL
<br />ENTER SO IT
<br />J
<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 EXPANSION STRIP
<br />PRECAST LINTEL I.
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
<br />20 ga. PANEL
<br />%
<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. 1/4" EXPANSION BOLT (2
<br />WHERE THIS CONDITION
<br />(MAX. 4'4")
<br />#5x6' EMBEDDED INTO EXISTING BOND BEAM
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR)
<br />#5 CONT. TOP &MID OCCURS
<br />SECTION @ ROOF EXTENSION M
<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 />o)
<br />(EVERY OTHER
<br />g
<br />FILL CELL FULL HEIGHT W/
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP
<br />t+- t' I
<br />NON SHRINK GROUT.
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />,
<br />p L-)
<br />SEE SHEET D2 AND
<br />SIMPSON HTT4 w/ (18)10d x 1
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />"� '` •'
<br />° x ,
<br />°
<br />LU
<br />v
<br />A
<br />REINFORCING AS FOLLOWS:
<br />* SEALANT
<br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />— — — — —
<br />c I �1=) I �T) I TTI-IT� T
<br />T
<br />FLOOR PLAN FOR
<br />1/2" NAILS TO STUDS & (1) - MORE INFO
<br />I— I=TI=I I j=�T--
<br />— — — -
<br />I
<br />II I
<br />5/8 DIA. ALL THREAD ROD
<br />I— g
<br />#5 EMB DDED INTO
<br />x6 E 0
<br />PRESS PANEL REINFORCING INTO PLACE. --
<br /><` 6 MIN. LAP SPLICE W/
<br />—I
<br />— —
<br />III
<br />EPDXIED w/ SIMPSON SET „
<br />� z
<br />EXISTING FOOTING (2) #5x6' IN CONC.
<br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ..ia:.`:'':r:
<br />REINFORCING PANEL
<br />° — —
<br />EPDXY MIN. 6 EMBEDMENT &
<br />N
<br />FILLED CELL
<br />SMOOTH. DO NO FURROW.
<br />u—ITI—T
<br />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 />, �T(
<br />GRADE �. I I r
<br />SET BAR IN EPDXY
<br />FURROW, MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP
<br />p
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE
<br />c.1 ° .Q
<br />REMAIN FREE OF MORTAR. NOTE:
<br />°' z_ \ ''
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES.
<br />r o
<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 />\ ' (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 />I
<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 />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />RETROFIT
<br />FILLED CELL DETAIL
<br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
<br />REV. 07.28.21 SCALE: 3/4" = 1'-0"
<br />RETROFIT FOR MISSING
<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"
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<br />To the best of the Engineer's 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 of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB
<br />NO: 22-08306
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />SIS
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