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<br />1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />1x4 1/2" DRYWALL DOOR JAMB (REFER [-lx4
<br />DOOR JAMB (REFER F TO PRODUCT F
<br />TO PRODUCT P.T. TO PRODUCT 77
<br />APPROVAL FOR CONN. APPROVAL FOR CONN.
<br />IX4
<br />APPROVAL FOR CONN. x4 F
<br />x4 P.T. "L- FURRING
<br />�E
<br />FURRING
<br />3 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" 3 1/2"
<br />X
<br />-1/4" LONG X 3/16"0 TAPCONS
<br />TAPCON @ 16"O.�. & 4"
<br />2X8
<br />TAPCON. INTO STAGGERED @ 16"
<br />1x8 P.T. FROM EACH END wl MIN. 1X8
<br />BLOCK@ SPACING O.C. 2-ROWS INTO
<br />PER MANUFACTURI;: 1 DETAIL 2" EDGE DIST. ATTACH
<br />MASONRYTHROUGH
<br />1x4 P.T. & 1x8 P.T.
<br />1 1/211 DETAIL 1x8 w/ (2) ROWS 8d NALS
<br />STAGGERED @ 12" O.C. 3" DETAIL
<br />3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER
<br />TAPCON @ 16"
<br />TO PRODUCT
<br />O.C. & 4" FROM DOOR JAMB (REFER
<br />EACH END W/ MIN TO PRODUCT APPROVAL FOR CONN. 1X4 F1/2" DRYWALL
<br />DOOR JAMB (REFER
<br />x
<br />2" EDGE DIST. APPROVAL FOR CONN. 2 8 P.T. w/ (2) ROWS 3/16
<br />TO PRODUCT
<br />x 3 1/2" TAPCON @ 16" 1x4
<br />(2) ROWS 3/16" x 3-1/21' Ql'�
<br />APPROVAL FOR CONN. O.C. & 4" FROM EACH FURRINI
<br />TAPCON @ 16" O.C. &
<br />END w/ MIN. 2" E DGE DIST.
<br />4" FROM EACH END w/
<br />2x8 P.T.
<br />ATTACH SECOND PLY wl
<br />2x P.T. AS REQID MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8
<br />STAGGERED @ 12" O.C.
<br />2x DETAIL 2 1/4" DETAIL 3-1/4" DETAIL
<br />BUILDOUT I(@ OVER SIZE DOOR -WINDOW ROUGH OPENINGS� �cc
<br />N 1X4 112" DI
<br />'X"
<br />-T
<br />q N.
<br />4" 2X8
<br />IKI
<br />16"
<br />D IST
<br />W/
<br />SCALE: N.T.S.
<br />2x8 P.T. BUCK -CONNECT TO BLOCK
<br />W1 1/4" x 3 1/4" TAPCON ( 1 1/4" M IN.
<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 />BRACE(S)
<br />2 x 8 45 A DIAGONAL (4)lOdNAILSINTO
<br />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
<br />(4) 1 Od NAILS INTO 2 x 8
<br />CONNECT W1 8d NAILS BRACE/BLKG.
<br />\\\-2 x 4 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 />-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
<br />ARCH DETAIL
<br />SCALE: N.T.S.
<br />� �S
<br />7A
<br />INSTALL WDW. SCREW ANCHOR --I
<br />INTO ARCH BLKG. PER
<br />INSTALLATION DETAILS
<br />1/4" MAX
<br />it
<br />SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK
<br />2 x 8 BUCK - CONNECT TO BLOCK
<br />2'-0"
<br />WITH
<br />1/4" x 3 1/4" TAPCON (11/4" MIN.
<br />1/4" MAX
<br />EMBEDMENT INTOI�\) Z-O"
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />1 X4 FURRING
<br />BLKG. & BUCK
<br />8d NAILS @ 8" O.C. AT BUCK
<br />2 x 8 VERT. W1 (2) 1 Od
<br />NAILS AT EA. END
<br />PROVIDE 2 x 8 DIAG. BRACE BT
<br />VERT. BRACES WHEN HGT. OFWRI_�
<br />BRACE EXCEEDS 24"
<br />*ON
<br />T
<br />LEAVE A CUT OUT IN O.S.B. ON T
<br />2 x 8 VERT. BRACE(S) --------
<br />JB
<br />ULATION
<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, SCRE
<br />BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL
<br />ANCHOR INTO ARCH BLKG.
<br />THRU OSB INTO 2 x 8
<br />PER INSTALLATION DETAILS
<br />ARCH DETAIL rK
<br />B -B
<br />SCALE: N.T.S.
<br />�S
<br />SECTION
<br />A -A
<br />8"
<br />1/4" x 3 1/4" TAPCONS
<br />TO BE INSTALLED
<br />—LEAVE A CUT OUT IN O.S.B. ON THE
<br />INSIDE TO ALLOW FOR INSULATION
<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 />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 />4'MAX, RAD.
<br />EQUAL
<br />MAX. 8"
<br />PROPER INSTALLATION
<br />FILL SO LID
<br />BOTH CELLS
<br />#5 REB,
<br />'1-- (TYPI)
<br />STD. 90,
<br />HOOK
<br />E7
<br />L:1111"',
<br />Z
<br />±5 A
<br />�
<br />NOTCH WEB AT
<br />FIRST 2 COURSI
<br />L
<br />,APACITY = 805 # FOR 1 STRAP
<br />= 1610 # FOR 2 STRAPS
<br />1 PLY PRE-ENGINEERED TRUSS
<br />SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SIDS
<br />SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
<br />IS 2 PLY INSTALL SIMPSON LGT2 W1 (16) 16d
<br />SINKERS AND (7) 14�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 4Y? WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
<br />USE (1) SIMPSON 1/2" HID TITEN (CENTERED) W/
<br />MIN, 4" EMBEDMENT AT 16" O.C.
<br />12
<br />JACK TRUSS PROVIDED BY SEE
<br />AN
<br />TRUSS COMPANY OR PLAN
<br />2x6 #2 SYP @ 24" O.C.
<br />4' 0 C'
<br />NG A17ACHED
<br />ROOF SHEATHING ATTACHED
<br />'CHEDULE
<br />PER NAILING SCHEDULE
<br />(5) 12d NAILS
<br />SIMPSON
<br />2X6 TO 2X4
<br />H2.5A W1 (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 />GLASS BLOCK INSTALLATION NOTES
<br />A)
<br />COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR.
<br />B)
<br />ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
<br />EXTENDS TO SILL.
<br />C)
<br />SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />D)
<br />SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
<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
<br />EXPANSION STRIP
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
<br />20 ga. PANEL
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
<br />ANCHOR
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
<br />/4" EXPANSION BOLT (2
<br />E)
<br />INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />9 ga. PANEL
<br />PER ANCHOR)
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
<br />REINFORCING
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
<br />(EVERY OTHER
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
<br />COURSE)
<br />EXPANSION STRIP
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />W7
<br />REINFORCING AS FOLLOWS:
<br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />SEALANT
<br />PRESS PANEL REINFORCING INTO PLACE.
<br />6" MIN. LAP SPLICE W/
<br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />REINFORCING PANEL
<br />SMOOTH. DO NO FURROW.
<br />F)
<br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />6" MIN. LAP
<br />G)
<br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />SPLICE
<br />REMAIN FREE OF MORTAR.
<br />NOTE:
<br />H)
<br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<br />SEE GLASS BLOCK INSTALLATION NOTES.
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
<br />SEALANT
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
<br />GLASS BLOCK DETAIL
<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 R1 60
<br />1)
<br />AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
<br />J)
<br />APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />K)
<br />A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
<br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
<br />INSTALLATION OF GLASS BLOCK.
<br />JACK TRUSS PROVIDED BY
<br />TRUSS COMPANY OR 2X4
<br />#2 SYP @ 24" O.C.
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />IF TRUSSES USED) W/ (2) #6 X 4Y? WOOD
<br />SCREWS @ 16" O,C. MAX. OR IF MASONRY
<br />WALL USE (2) 1/4" X 3 1/2"TAPCONS AT 16"
<br />O.CL
<br />SECTION @ ENTRY
<br />SCALE: 3/4" V-0"
<br />#5 CONT. TOP & MID
<br />"
<br />MASONRY WALL. SEE PLAN FOR
<br />REINFORCING. PROVIDE LOWER
<br />HOOKED DOWEL
<br />FILLED CELL PER
<br />FOUNDATION PLAN
<br />UNACCEPTABLE INSTALLTION
<br />#* #4
<br />DO NOT DO THIS
<br />m
<br />2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C..
<br />#5 REBAR (TYP,)
<br />kR
<br />1111111 #10,
<br />3/4" PLYWOOD DECKING GLUED
<br />AND NAILED W/ 8d COMMON @
<br />6" O.C. EDGES AND 12" O.C. FIELD
<br />ATTACHED WALL SHEATHING TO
<br />2X BOTTOM PLATE W/ 8d @ 4"
<br />O.C., 2 ROWS STAGGERED
<br />I eD. 90- HOOK (TYP.)
<br />_2x BAND JOIST W1 FACE NAIL 1 Od
<br />@ TOP & BTTM CHORD, AND (8)
<br />YP.)
<br />FACE NAILS 1 Od @ TRUSS VERT.
<br />WEB
<br />>
<br />NOTE:
<br />LAP SHEATHING TO
<br />BOTTOM OF BAND
<br />JOIST TYPICAL
<br />SIMPSON HGAM10KTA @ 12" O.C.
<br />wl (4) 1/4xl 1/2" SDS SCREWS
<br />#
<br />44
<br />111111
<br />_.
<br />..
<br />0 Tclh��
<br />_±_2 L N FIRST COURSE
<br />THE
<br />:S
<br />INTO BAND JOIST & (4) 1/4"x2 3/4"
<br />TITEN INTO K.O. BLOCK
<br />FILLED CELL INSTALLATION
<br />SEE ARCH PLAN AND
<br />PRE-ENG TRUSS DESIGN
<br />CC= kin-f-C -1 01=1 n%A1
<br />BRG WALL TYPE
<br />PER PLAN
<br />2x2 #2 P.T. MIN,
<br />FASTENED PER NOTE
<br />2 BELOW__L__�
<br />CONT 2X4 NAILED TO
<br />BLOCKING W/ 2-12d NAILS
<br />SCALE: N.T,S.
<br />ALUM DRIP EDGE
<br />2x SUB FASCIA
<br />CONT VENTED OR SOLID SOFFIT
<br />2x BLOCKING NAILED TO TOP
<br />CHORD EVERY OTHER TRUSS
<br />W/ 3-12d NAILS, TYP.
<br />I . 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. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO:
<br />- CMU w/ 3116"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/
<br />MIN. 1" EMBEDMENT @ 16" O,C.)
<br />- WOOD w/ 0.148"x 3 1/4" @ 16" O.C.
<br />3. [171 CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE
<br />STRUCTURAL SOFFIT
<br />SF01 CALE:3/4" V-0" FOR ALUMINUM SOFFITS 71'-4"
<br />S
<br />REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4"
<br />MID BLOCKING NOT REQUIRED
<br />FOR VINYL SOFFITS > V-0" SHALL HAVE MID
<br />BLOCKING PER R704.2.1
<br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
<br />W.W.M. AT PERIMETER
<br />WHERE THIS CONDITION
<br />OCCURS
<br />WITH MIN. 3
<br />COVER 61-0"
<br />N It'. . , 4—
<br />. \\-,� X ,
<br />A
<br />H—
<br />k
<br />-11 F-I I I: -
<br />GRADE
<br />t>
<br />7
<br />C\1
<br />z
<br />(2) #5 REBAR. (1 -STORY)
<br />16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY)
<br />20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
<br />SECTION AT DEEP MONO FOUNDATION
<br />REV. 07.28.21 SCALE: 3/4" = V-0"
<br />0
<br />+
<br />+ 4
<br />+
<br />?7y
<br />+ +
<br />+ +
<br />+ +
<br />+
<br />+
<br />�AIQ
<br />+ +
<br />+
<br />+
<br />TRUSS
<br />2X4 SYP
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL-
<br />SCHEID.
<br />PRECAST LINTEL
<br />0
<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 Z-15" TO 4'-0" O.H.
<br />(2) 1 Od NAILS @ 8" O.C.
<br />TO TRUSS TOP CHORD
<br />PLYWOOD SHEATHING
<br />BLOCKING AS
<br />+ REQUIRED TO
<br />SUPPORT SOFFIT
<br />+
<br />"Lvv,
<br />SEE ELEVATION
<br />J14D,_� FOR OVER HANG
<br />MAX. 4'-0")
<br />EXTENSION
<br />SECTION @ ROOF rM
<br />SCALE: 3/4" V-0"
<br />SS
<br />SIMPSON HTT4 W/ (18) 1 Od x 1
<br />1/2" NAILS TO STUDS & (1) -
<br />5/8" DIA. ALL THREAD ROD
<br />EPDXY MIN, 6" EMBEDMENT 8
<br />3" MIN. EDGE DISTANCE
<br />RETROFIT FOR MIS
<br />MSTAM STRAP
<br />SCALE: 3, -
<br />cZr:P (ZPP:PT nq ANin
<br />z
<br />0
<br />U)
<br />U_
<br />o
<br />LLj
<br />U_
<br />l_
<br />Cn
<br />MIS
<br />RETROFIT FOR SING EMBEDDED STRAP
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
<br />FILL 1 st 4 COURSES
<br />4 SOLID W/GROUT
<br />FOR OVERHANGS BETWEEN OVER 1
<br />112"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS.�:'
<br />N
<br />OVERHA
<br />4
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />FOR OVERHANGS BETWEEN 3/4" TO 1112"
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REGD.
<br />11-011 51-10"
<br />�P_
<br />IV . . , , ., #5BAR
<br />.1-01, A
<br />CENTERED W/ 2
<br />..LffH4DK� - A IN TOP 9:
<br />A 9
<br />to
<br />KNOCKOUT/
<br />A CHAIR BLOCK
<br />MONO FOOTING
<br />SIZE AND REINF. PER PLAN
<br />E
<br />AND SECTION DETAILS
<br />CLEAN FILL A
<br />.0, A .
<br />2�
<br />DIRT
<br />'A
<br />STANDARD
<br />9
<br />99 HOOK
<br />#5 BAR IN
<br />FILLED CELL
<br />L, V L,
<br />I
<br />L
<br />STEMWALL FOOTMING SIZE AND
<br />REINF. PERLAN AND STEMWALL
<br />MONO TO STEMWALL FOOTING SECTION DETAILS
<br />SCALE: 3/4"= T-O"
<br />L
<br />OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC-
<br />ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
<br />EXISTING BOND BEAM,
<br />DRILL 3/4"x5" MIN. HOLE SET BAR IN
<br />EPDXY CAP TO PREVENT LEAKAGE
<br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
<br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2")
<br />#5x6'EMBEDDED INTO EXISTING BOND BEAM
<br />FILL CELL FULL HEIGHT W/
<br />NON SHRINK GROUT.
<br />#5x6'EMBEDDED INTO
<br />EXISTING FOOTING
<br />DRILL 3/4"x5" MIN. HOLE
<br />SET BAR IN EPDXY
<br />SAW CUT
<br />SE
<br />rA CTION
<br />EXISTING FOOTING
<br />� �j SCALE: N.T.S.
<br />RETROFIT FILLED CELL DETAIL
<br />SCALE: N,T.S.
<br />C%j
<br />C=
<br />C%j
<br />C"
<br />cp�_ LU
<br />4: am >e,
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<br />P)
<br />Op ESSIO0�,
<br />oor
<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. Engineers signature and seal is only for
<br />the structural
<br />engineering portions of the drawing pages bearing
<br />Engineer's
<br />signature and seal.
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<br />W
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<br />SCALE AS NOTED
<br />SHEEF NO.
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