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<br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />UNACCEPTABLE INSTALLTION
<br />MAX.8"
<br />DOOR JAMB (REFER TO PRODUCT
<br />P.T. TO PRODUCT
<br />PROPER INSTALLATION DO NOT DO THIS
<br />2"x BOT. PLATE W/ (2)10d @ 6" O.C.
<br />TO PRODUCT
<br />-; APPROVAL FOR CONN. APPROVAL FOR CONN.
<br />APPROVAL FOR CONN, 1 X 4
<br />/ 1x4 C
<br />#5 REBAR (TYP,)
<br />3/4' PLYWOOD DECKING GLUED
<br />ATTACHED WALL SHEATHING TO
<br />2X BOTTOM PLATE W/ 8d @ 4"
<br />ix4 P.T. 3/16"� X 3" LONG FURRING
<br />r FURRING
<br />3-1/4" LONG X 3/16"� �, ';L FURRING (2) ROWS 3/16 x 3-1/2 '! '
<br />#S REBAR
<br />40
<br />(TYP,)
<br />AND NAILED W/ 8d COMMON @
<br />6" O.C. EDGES AND 12" O.C. FIELD
<br />O.C., 2 ROWS STAGGERED
<br />TAPCONS TAPCON @ 16" O.C. & 4" 2X8
<br />TAPCON. INTO STAGGERED @ 16"
<br />400
<br />1x8 P.T. FROM EACH END w/ MIN. 1X8
<br />BLOCK@ SPACING „ O.C.2-ROWS INTO
<br />1 DETAIL 2" EDGE DIST, ATTACH
<br />TD. 90° HOOK
<br />-'
<br />2x BAND JOIST W/ FACE NAIL 1 Od
<br />PER MANUFACTURE MASONRY THROUGH 1-1 �2" DETAIL 1x8 w/ (2) ROWS 8d NALS ��
<br />DETAIL
<br />(TYP.)
<br />STD. 90^
<br />@ TOP & BTTM CHORD, AND (8)
<br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C.
<br />FILL SOLID HOOK (TYP.)
<br />BOTH CELLS
<br />FACE NAILS 1Od @ TRUSS VERT.
<br />WEB
<br />3/16" x 3 -1/2" DOOR JAMB (REFER
<br />1x4 P.T.
<br />METAL SEAT PLATE
<br />TAPCON @ 16" TO PRODUCT
<br />O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL
<br />NOTE:
<br />LAP SHEATHING TO
<br />DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT
<br />BOTTOM OF BAND
<br />TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"
<br />JOIST TYPICAL
<br />..
<br />n
<br />APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" LJ x 3-1/2" TAPCON @ 16° 1x4
<br />"� �' O.C. & 4" FROM EACH FURRING
<br />TAPCON 16" O.C. &
<br />@ END w/ MIN. 2" EDGE DIST.
<br />NOTG
<br />±2° @FIRST COURSE
<br />S!IMPSON HGAM1OKTA @ 12" O.C.
<br />4" FROM EACH END w/ P.T. ATTACH SECOND PLY w/
<br />2x8
<br />w/ 4 1/4x1 1/2" SDS SCREWS
<br />( )
<br />2x P T AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8
<br />-
<br />INTO BAND JOIST & (4)1/4"x2 3/4"
<br />TITEN INTO K.O. BLOCK
<br />2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3- I4�� DETAIL
<br />NOTCH WEB AT THE
<br />+5^ FIRST 2 COURSES
<br />BUILDOUT OVER SIDE DOOR -WINDOW ROUGH OPENINGS CC
<br />FoLED ELL PER
<br />FILLED CELL INSTALLATION H
<br />RETROFIT FOR MISSING
<br />EMBEDDED STRAP
<br />SCALE: N.T.S. SS
<br />SCALE: N.T.S.
<br />SS
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL.
<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 1st4 COURSES
<br />soup w/GRouT
<br />EMBEDMENT INTO BILK.) 1/4" MAX 2'-0" 8"
<br />m
<br />1 PLY PRE-ENGINEERED TRUSS
<br />SEE ARCH PLAN AND
<br />a
<br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS
<br />PRE-ENG TRUSS DESIGN
<br />BLOCK HEADER ARCH BLKG. & BUCK
<br />SIMPSON HM9KT w/ (4)1/4"x1 1/2"SDS01
<br />SEE NOTE 1 BELOW
<br />4
<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 />.
<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 />"
<br />ALUM DRIP EDGE
<br />INSIDE TO ALLOW FOR INSULATION
<br />BRACE(S) 2 x 8 BRACE/ BLKG.
<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 />POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA.
<br />PER PLAN I I 1-3/4" TRIM PAINTED
<br />FURTHER INSTRUCTIONS. " ° ' ,
<br />• 'e 1. �d. ..• .
<br />SCRIBE (NOTCH)
<br />BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3)10d NAILSF
<br />(4) 10d NAILS INTO 2 x 8 AT EA. END
<br />RETROFIT TRUSS DETAIL
<br />CHANNEL,SS NAIL W/ 5/16" HEAD
<br />DIA. @ 24" O.C.
<br />.
<br />OVERRAN -
<br />CONNECT W/ 8d NAILS BRACE/BLKG.
<br />FASTENED PER
<br />N.T.S.
<br />NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT
<br />a .
<br />INSTALL WDW, SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />PROVIDE TAPCON WITHIN
<br />CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP
<br />'
<br />/
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8
<br />4" MIN. OF BRACE
<br />BLOCKING W/2-12dNAILS ( ) 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 />** TYP.
<br />w/ 3-12d NAILS, ( )
<br />FOR OVERHANGS BETWEEN 3/4" TO 1 112"
<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'Y2' WOOD
<br />NERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
<br />OTE: FOR OV
<br />1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
<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 />,
<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 />11-011 51-011
<br />SCALE: N.T.S. SS
<br />12
<br />PRODUCT APPROVAL) F CHANNEL FASTENED TO:
<br />JACK TRUSS PROVIDED BY SEE
<br />CMU W/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT
<br />TRUSS COMPANY OR PLAN
<br />2x6 #2 SYP @ 24" O.C.
<br />- WOOD w/ (3) 16 GA. 3/4"x174" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND
<br />PATTERN
<br />AlLf 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 />1
<br />- SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE
<br />>• > ,p
<br />B-B
<br />EMBEDMENT INTO K.)
<br />1/4" MAX
<br />2'-0 g"
<br />PER NAILING SCHEDULE
<br />ALL
<br />e' ' #5 BAR
<br />i e e
<br />P >
<br />STRUCTURAL SOFFIT
<br />�Q„ e 4 CENTE W/ g
<br />°
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />(5) 12d NAILS SIMPSON
<br />,
<br />SFO 1
<br />s H s ' INTOPRED
<br />'
<br />BLKG. & BUCK
<br />2X6 TO 2X4 H2.5Aw/ (10)
<br />SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS
<br />'' e ' �'
<br />' KNOCKOUT/ N
<br />n .
<br />i
<br />THE SOFFIT FL PA INSTALLATION CRITERIA
<br />8d NAILS @ 8" O.C. AT BUCK
<br />2 x 8 VERT. W/ (2)10d
<br />-
<br />NAILS AT EA. END
<br />PROVIDE 2x
<br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
<br />MONO FOOTING �-
<br />PROVIDE 2 x 8 DIAG. BRACE B
<br />PROVIDE (2) MIN.
<br />CONT. W/ (3)
<br />SIZE AND REINF. PER PLAN -
<br />VERT. BRACES WHEN HGT. OF
<br />TAPCON AT EA. SIDE
<br />12d NAILS
<br />AND SECTION DETAILS -
<br />BRACE EXCEEDS 24"
<br />BUCK - (1) WITHIN 4"
<br />JACK TRUSS PROVIDED BY
<br />LEAVE A CUT OUT IN O.S.B. ON T
<br />MIN. OF START OF
<br />TRUSS COMPANY OR 2X4
<br />CLEAN FILL .o e • °
<br />2 x 8 VERT. BRACE(S)
<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 />TO BE INSTALLED
<br />2 TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
<br />xoVF *
<br />e 2
<br />STANDARD o
<br />4'-0" MAX SEE PLAN
<br />BUILT UP PLWD. BUCK -
<br />RHq DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H.
<br />o 99 HOOK N
<br />SCRIBE (NOTCH) BACKSIDE
<br />7/16" OSB ARCH PANEL
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />+ + C' �FNOT (2)10d NAILS @ 8" O.C.
<br />N
<br />#5 BAR IN _
<br />TO FIT ARCH CONNECT W/
<br />NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD
<br />+ TO TRUSS TOP CHORD
<br />FILLED CELL,
<br />8d NAILS
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />START OF ARC
<br />SHED ROOF ENDS TO BE SCREWS 16" O.C. MAX. OR IF MASONRY
<br />@
<br />+
<br />+ +
<br />V - e , V e 's a 'Lo _ V ,,
<br />INSTALL WDW, SCREW
<br />N. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL
<br />4' MAX. RAD.
<br />GABLE ONLY, CORNERS WALL USE 2 1/4" X 3112" TAPCONS AT 16"
<br />O
<br />+ + PLYWOOD SHEATHING
<br />,
<br />ANCHOR INTO ARCH BLKG.
<br />THRU OSB INTO 2 x 8
<br />SHALL NOT BE FRAMED AS O.C.
<br />HIP.
<br />+ +
<br />STEMWALL FOOTING SIZE AND
<br />PER INSTALLATION DETAILS
<br />B-B
<br />ARCH DETAIL �(
<br />DESIGNED ONLY FOR THE SECTION @ENTRY L
<br />BLOCKING AS
<br />REINF. PERLAN AND STEMWALL
<br />SCALE: N.T.S. SS
<br />INSTALLATION OF SHINGLE „ _
<br />SCALE: 3/4 -1-0
<br />TRUSS + REQUIRED TO
<br />+
<br />MONO TO STEMWALL FOOTING SECTION DETAILS
<br />AND METAL ROOF FINISH SS
<br />+ SUPPORT SOFFIT
<br />2X4 SYP . ®s
<br />SCALE: 3/4" = V-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 />EXISTING BOND BEAM.
<br />EXTENDS TO SILL.
<br />MASONRY WALL.. SEE PLAN FOR
<br />SCHED.
<br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />REINFORCING. PROVIDE LOWER
<br />S1 1%
<br />DRILL 3/4"1 MIN. HOLE SET BAR IN
<br />D SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
<br />HOOKED DOWEL
<br />ENTER SO IT
<br />EPDXY CAP TO PREVENT LEAKAGE
<br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
<br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE 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 ± 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 -0)
<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 TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
<br />WITH MIN. 3" COVER g'_0"
<br />SCALE: 3/4" = V-0"
<br />SS
<br />O0
<br />APPLY (EVERY OTHER
<br />FILL CELL FULL HEIGHT W/
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP
<br />u- v
<br />NON SHRINK GROUT.
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />— °
<br />'°
<br />O
<br />A
<br />SEE SHEET D2 AND
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />o o ,
<br />SIMPSON HTT4 w/ (18)10d x 1 FLOOR PLAN FOR
<br />W a
<br />O6"5
<br />REINFORCING AS FOLLOWS:
<br />`+ SEALANT
<br />_
<br />I=III �I�I 1=TI=�
<br />1/2" NAILS TO STUDS & (1) - MORE INFO
<br />" a
<br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. '
<br />L ''`< '
<br />° — — — —
<br />g _ L I I I II ImI I �T
<br />T�f fl�
<br />5/8 DIA. ALL THREAD ROD
<br />"
<br />E- ¢
<br />,
<br />#5x6 EMBEDDED INTO
<br />* PRESS PANEL REINFORCING INTO PLACE. ;.....:•,>:`:"::. .:...:'::'' ::,.- 6„MIN. LAP SPLICE W/
<br />I_Tff
<br />c . .. .. u I I (=) I I—I�
<br />��
<br />EPDXIEDW/ SIMPSON SET" -t �
<br />c� z
<br />—
<br />� �
<br />EXISTINGFOOTING (2} #5x6' IN CONC.
<br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL
<br />—III TI I—
<br />EPDXY MIN. 6 EMBEDMENT & \
<br />Q _
<br />cf)N
<br />FILLED CELL
<br />SMOOTH. DO NO FURROW.
<br />° T I I=_�
<br />, I I I
<br />3" MIN. EDGE DISTANCE
<br />IIHDRILL 3/4"x5" MIN. HOLE
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />GRADE rl=1 I-
<br />SET BAR 1N 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 />C., ° Q
<br />REMAIN FREE OF MORTAR.
<br />z_ \ '
<br />SEE GLASS BLOCK INSTALLATION NOTES.
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS1C
<br />�t 2 •'
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT
<br />°
<br />°
<br />4" SAW CUT
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
<br />GLASS BLOCK DETAIL
<br />u
<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 />or
<br />SCALE: N.T.S.
<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 />I \
<br />RETROFIT
<br />FILLED CELL DETAIL
<br />REV. 07.28.21 SCALE: 3/4" = 1'-0"
<br />RETROFIT FOR MISSING ��
<br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING.
<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'-01,
<br />c�
<br />� 3
<br />i 3
<br />d C=11
<br />cc
<br />a v
<br />CD
<br />oM
<br />.�
<br />e® 0 �r,EN�' ,
<br />w vJ •
<br />p I o PE r/15.
<br />:"®>
<br />'r:
<br />STA E OF
<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within
<br />these
<br />drawings comply with the 2020 Flonda Building Code
<br />-
<br />Residential 7th Edition. Engineer's signature and seal
<br />is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB
<br />NO: 23-02469
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />SS
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