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<br />1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL
<br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" (
<br />, UNACCEPTABLE INSTALLTION
<br />DOOR JAMB (REFER TO PRODUCT
<br />TO PRODUCT P.T.O PRODUCT
<br />APPROVAL FOR CONN.
<br />MAX. 8°
<br />PROPER INSTALLATION DO NOT DO THIS
<br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C..
<br />APPROVAL FOR CONN. ix4
<br />APPROVAL FOR CONN. ,':-' 1 X 4
<br />1x4 P.T. FURRING
<br />o
<br />R TYP,
<br />#5 REBAR (TYP,)
<br />3/4" PLYWOOD DECKING GLUED
<br />ATTACHED WALL SHEATHING TO
<br />2X BOTTOM PLATE W/ 8d @ 4„
<br />3/16"�7 X 3" LONG FURRING ,.
<br />3-1/4" LONG X 3/16" O %, FURRING (2) ROWS 3/16 x 3-1/2'
<br />#5 REBAR
<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 />(TYP)
<br />1x8 P.T. FROM EACH END w/ MIN. 1X8
<br />BLOCK@ SPACING „ O.C. 2-ROWS INTO
<br />DETAIL 2 EDGE DIST. ATTACH
<br />W/ FA
<br />2x BAND JOISTCE NAIL 10d
<br />PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NAILS ��
<br />3 DETAIL
<br />TD. 90° HOOK (TYP.)
<br />STD. 90^ ®
<br />TOP & BTTM CHORD, AND 8
<br />@ ( )
<br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12' O.C.
<br />FILL SOLID
<br />BOTH CELLS HOOK (TYP.)
<br />FACE NAILS 10d @ TRUSS VERT.
<br />WEB
<br />3/16" x 3 -1/2" 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 />NOTE:TO
<br />APPROVAL FOR CONN. 1x4
<br />EACH END W/ MIN. TO PRODUCT
<br />LAP SHEATHING
<br />DOOR JAMB (REFER
<br />TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T.w/ (2) ROWS 3116"
<br />BOTTOM OF BAND
<br />D
<br />JOIST TYPICAL
<br />APPROVAL FOR CONN. ;;; ,;❑ x 3-1/2" TAPCON @ 16° 1x4
<br />(2) ROWS 3/16" x 3-1/2" ,. O.C. & 4" FROM EACH
<br />, FURRING
<br />�! TAPCON @ 16" O.C. & END w/MIN. 2"EDGE DIST.
<br />NOTC F�3 (a) FIRST COURSE
<br />SIMPSON HGAMI OKTA @ 12" O.C.
<br />4" FROM EACH END w/2rr
<br />2x8 P.T.PTATTACH SECOND PLY w/
<br />-
<br />w/ (4)1/4x1 1/2" SIDS SCREWS
<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 />2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL
<br />NOTCH WEB AT THE ®
<br />±5^ FIRST 2 COURSES
<br />TITEN INTO K.O. BLOCK
<br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC
<br />FILLED CELL PER
<br />FOUNDATION PLAN
<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 31/4" TAPCON (1 1/4"MIN. A"A
<br />= 1610 # FOR 2 STRAPS
<br />FILL 1st4 COURSES
<br />EMBEDMENT INTO BLK.) 1/4" MAX
<br />2'-0" 8"
<br />SOLID W/GROUT
<br />Ir
<br />1 PLY PRE-ENGINEERED TRUSS
<br />SEE ARCH PLAN AND
<br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN.
<br />1/4" x 31/4" TAPCONS
<br />P DESIGN
<br />BLOCK HEADER ARCH BLKG. &BUCK
<br />SIMPSON HM9KT w/ {4} 1/4"x1 1/2" SIDS
<br />SEE NOTE 1SB
<br />' ' e
<br />°.
<br />1/2" DRYWALL *
<br />SCREWS2 (IF TRUSS
<br />S
<br />P Y
<br />TALL SIMPSON T2w/ ( 6) S
<br />Gd
<br />8d NAILS AT 8" O.C. AT BUCK
<br />SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)2x
<br />SUB FASCIA
<br />, .
<br />2 x 8 45" DIAGONAL (2 10d NAILS INTO
<br />LEAVE A CUT OUT IN O.S.B. ON THE
<br />ALUM DRIP EDGE
<br />BRACE'S) 2 x 8 BRACES BLKG.
<br />INSIDE TO ALLOW FOR INSULATION
<br />.
<br />e
<br />7/16" OSB
<br />CUT HOLE IN O.S.B. FOR
<br />TO BE INSTALLED
<br />BOND BEAM OR CAST IN PLACE BEAM
<br />BRG WALL TYPE ALUM FASCIA
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />BUILT UP PLWD. BUCK ARCH PANEL
<br />POLY CELL IN THIS AREA
<br />2 x 8 45 DIAGONAL BRACE AT EA.
<br />PER PLAN I 1-3/4" TRIM PAINTED
<br />. e ....,... . ; .
<br />FURTHER INSTRUCTIONS. e
<br />SCRIBE (NOTCH)
<br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8
<br />FACE OF ARCH W/ (3)10d NAILS
<br />AT EA. END
<br />RETROFIT TRUSS DETAIL
<br />F CHANNEL, SS NAIL w/ 5/16" HEAD
<br />DIA. @ 24" O.C.
<br />OVERRAN ' �y.. ��
<br />CONNECT W/ 8d NAILS BRACE! BLKG.
<br />FASTENED PER
<br />N.T.S.
<br />NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT
<br />; .
<br />x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />WDW. SCREW ANCHOR\_2CONT
<br />ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8
<br />PROVIDE WITHIN
<br />2x4 NAILED TO 2x BLOCKING NAILED TO TOP
<br />eINSTALL
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />INTO ARCH BLKG. PER
<br />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 />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 3 #6 X 4%" WOOD
<br />) W/ O
<br />NOTE: FOR OVERHANGS LESS THAN 3!4" - NO REPAIR REQ'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 />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
<br />ARCH DETAIL �
<br />4' MAX. RAID.
<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 />�- �� '" ��
<br />1 O 5 O
<br />SCALE: N.T.S. SS
<br />i2
<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 />INISH FLO
<br />2
<br />WITH
<br />x 8 BUCK - CONNECT TO BLOCK SECTION
<br />1/4"x 3 1/4 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 />, ° " �D
<br />B-B
<br />EMBEDMENT INTO K.)
<br />PER NAILING SCHEDULE ALL
<br />° o..
<br />1/4 MAX "
<br />2-0 8
<br />STRUCTURAL SOFFIT
<br />°..
<br />�. o P 4
<br />,'0, ° o CENTERED 2
<br />BLOCK HEADER
<br />SOLiD BLKG. AT TOP BTWN. ARCH
<br />() SIMPSON i
<br />5 12d NAILS
<br />S FO
<br />° •, 2
<br />D. 9 H IN TOP
<br />' to
<br />1 X 4 FURRING
<br />BLKG. &BUCK
<br />H2.5A w/ 10
<br />2X6 TO 2X4 ( )
<br />8d NAILS
<br />SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS WITH SPANS
<br />e ° - o
<br />KNOCKOUT / iv
<br />REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER
<br />.
<br />a E..
<br />8d NAILS @ 8" O.C. AT BUCK
<br />THE SOFFIT FL PA INSTALLATION CRITERIA
<br />-' - ;e CHAIR BLOCK
<br />2 x 8 VERT. W/ (2)10d
<br />NAILS AT EA. END
<br />PROVIDE 2x •
<br />REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.
<br />�
<br />MONO FOOTING
<br />PROVIDE 2 x 8 DIAG. BRACE B
<br />VERT. BRACES WHEN HGT. OF
<br />BRACE EXCEEDS 24"
<br />PROVIDE 2 MIN.
<br />O
<br />TAPCON AT EA. SIDE
<br />BUCK - (1) WITHIN 4"
<br />CONT. W/ (3)
<br />12d NAILS
<br />JACK TRUSS PROVIDED BY
<br />- •> °.
<br />SIZE AND REINF. PER PLAN
<br />AND SECTION DETAILS
<br />LEAVE A CUT OUT IN O.S.B. ON T
<br />MIN. OF START OF
<br />TRUSS COMPANY OR 2x4
<br />° 101,
<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 6
<br />TO BE INSTALLED
<br />4'4' MAX SEE PLAN
<br />2 TRUSS AS SHOWN FOR O.H. UP TO 2 -6 "
<br />k0
<br />VERy *DOUBLE
<br />" STANDARD o
<br />BUILT UP PLWD. BUCK -
<br />2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
<br />°'•
<br />99 HOOK N
<br />SCRIBE (NOTCH) BACKSIDE
<br />7/16 OSB ARCH PANEL
<br />2X4 SYP #2 CONT. MATCH TRUSS DEPTH
<br />(
<br />+ G4E
<br />+ + ^/Cry (2) 10d NAILS @ 8" O.C.
<br />e
<br />#5 BAR IN r
<br />TO FIT ARCH CONNECT W!
<br />START OF ARC
<br />, „
<br />NOTE: IF TRUSSES USED) W/ (2) #6 X 4% WOOD
<br />+ TO TRUSS TOP CHORD
<br />+
<br />FILLED CELL
<br />`' '- ' • ` '
<br />8d NAILS
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />4' MAX. RAID
<br />SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />+ +
<br />. , •. . ., . , •.,
<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 />+
<br />+ PLYWOOD SHEATHING
<br />•; , � , • � � , • � � � � , •
<br />r s s 1 s s
<br />THRU OSB INTO 2 x 8
<br />SHALL NOT BE FRAMED AS O,C.
<br />ANCHOR INTO ARCH BLKG.
<br />HIP.
<br />+
<br />STEMWALL FOOTING SIZE AND
<br />PER INSTALLATION DETAILS
<br />B-B
<br />ARCH DETAIL K
<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 SCALE: 3/4" =1'-0"
<br />SS
<br />TRUSS + + REQUIRED TO
<br />MONO TO STEMWALL FOOTING SECTION DETAILS
<br />AND METAL ROOF FINISH
<br />+ SUPPORT SOFFIT
<br />2X4 SYP . ®s
<br />SCALE: 3/4" = V-0"
<br />EACH TRUSS
<br />GLASS BLOCK INSTALLATION NOTES
<br />�
<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 s�s
<br />�
<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 />EXTENDS TO SILL7
<br />SEE LINTEL
<br />EXI TIN ND 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 />DRILL 3/4"x5" MIN. HOLE SET BAR IN
<br />4r
<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
<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 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 />OVER
<br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2
<br />WHERE THIS CONDITION
<br />(MAX. 4'-0")
<br />y
<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" = V-0"
<br />SS
<br />oU)
<br />(EVERY OTHER
<br /><
<br />FILL CELL FULL HEIGHT W/
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP
<br />U- w
<br />NON SHRINK GROUT.
<br />LAP REINFORCING NOT LESS THAN 61NCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />°
<br />p U
<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 />° X o
<br />°
<br />w �
<br />v �
<br />A
<br />REINFORCING AS FOLLOWS:
<br />PLACE LOWER OF MORTAR BED JOINT. DO NOT FURROW. SEALANT
<br />_
<br />_�_�� =
<br />u o I I-
<br />FLOOR PLAN FOR
<br />1/2" NAILS TO STUDS & 1
<br />( ) MORE INFO
<br />0-
<br />1
<br />HALF IN
<br />PRESS PANEL REINFORCING INTO PLACE.
<br />— — — — _r
<br />g . ��I —I I
<br />— — -
<br />5/8"DIA. ALL THREAD ROD
<br />EPDXIEDw/ SIMPSON SET
<br />z
<br />#5x6 EMBEDDED INTO
<br />„
<br />6 MIN. LAP SPLICE W/
<br />o I ��I I
<br />o —
<br />„
<br />EXISTING FOOTING 2 #5x6 IN CONC.
<br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />R 0 REINFORCING PANEL
<br />_
<br />III`"
<br />.,
<br />P EMBEDMENT
<br />EPDXY MIN. 6 EM E MENT &
<br />cn Ln
<br />FILLED CELL
<br />SMOOTH. DO NO FURROW.
<br />° —
<br />I�
<br />3 MIN. EDGE DISTANCE �
<br />c�
<br />DRILL 3/4"x5" MIN. HOLE
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />GRADE :.. , I F
<br />c. I ii7
<br />SET BAR IN EPDXY
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP
<br />p . °
<br />:
<br />.;,
<br />13.
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE
<br />NOTE:
<br />_ °
<br />C„ '�R
<br />M
<br />REMAIN FREE OF MORTAR.
<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 />i 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 />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 />a
<br />RETROFIT FOR MISSING 1
<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 />91*4
<br />CY-
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<br />n• .S� ar
<br />F��F9iPt8y�t'
<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specdications contained within these
<br />drawings comply with the 2020
<br />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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