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THESE PLANS AND ALL PROPOSED VVOI
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II h ca.lr-c�ac, tv'�o 2'•0 '-o'I�'' _Zb" ''ol \d THESE PLANS HAVE BEEN REVIEWED - {
116 X � � a �� � . • -- - ,, . � IN ACCORDANCE WITH THE FLORIDA
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BUILDING CODE, W
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THIS STRUCTURE HAS BEEN DESIGNED ST. LUCIE COUNTY
AND REVIEWED FOR COMPLIANCE OF. BUILDING. DIVISION
FBC. 1606.1.4 FOR ONE OF THE FOLLOWING: , REVIEWED_
FOR
INTERNAL WIND PRESSURE - RE%n 6Y
DATE
WINDBORNE DEBRIS PROTECTION --WANSANU PERMIT
Int.) MUST BE KEPT ON JOB -
IMPACT RESISTANCE GLAZING NO INSPECTION WILL BE MADE
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4 thick concslab w/6x610110 w.w.m. over clean,compacted,non-organic fill to 95/" 50 (;OW6L- ':�(p I" I ll
density.Compacted soils Shall be tested to a minimum of 95� of Modified Proctor in Acrordance a TI ivd f i� -tf P a _
with F.B.C.1804.2.1- A5TM D 1557 and compacted and tested in lifts not to exceed 12",If sufficient -- �� 1,00 PDWELl ;-(I W -TD tit- �bwo Fizi o'lu( es ate of Plan MC-ILc
compatibilities exiot,soiis may be compacted and tested in greater lift thicknesses.5oll to be FILE
COPY
termite treated in accordance with section 1816 F.B.C. prior to slab pour.Min.2500 p.s.l .fibermix #e ON*A, -1 j60 -(D lzil 5-rL,
conic over 6 mil vapor barrier -lap and tape at 12 " f \V III j �b\V' OPE�I►Qgs /Loc-A-rI 6t'� . f
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GENERAL CONSTRUCTION NOTES CONCRETE FLOCK P1\/(1L :-5
1) All interior dimensions pulled from Inside bare block �Ec,i:P'(l ow 0-t-4
2) All Windowo,511ding Glass Dre,French Dre.to be per PGT Industries Inc. P — IMPIz.,( �►�ArS
3) Overhead Garage Pro per Wayne Dalton Pro _ I �1 X Z4p
4) Exterior Service Dr 0 garage per Therma Tru Pre
5) Use 1/z " Denehield in all wet areas
6) Frame walle are offset at block walls per note on dimensioned flr plan '(.D•\Y 15� 8
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St. Lucie County Health Del,:
Environmental Health Section
Site Plan Approved for Construction
Super I��reviousWel
OSDS#
Reviewer:
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ecked By
FILE C®Py
job # a-04- OS i
ate of Plan RILK/
Page # 2 Of -7
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CAv pt0 48o THESE PLANS AND
ARE SUBJECT TO ANY CORRECTIONS
a p REQUIRED BY FIELD INSPECTORS THAT
$ O , p ' 'I�D'�f1 l 49 ,:!�,o 41 a MAY BE NECESSARY IN ORDER TO
it COMPLY WITH ALL APPLICABLE COD'
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0ENERAL CON5T UCTION NOTES CONCKETE MOCK • PIX6tL-ZS5 -
R,Ec,�P (Ids A2 �A
1) All interior dimensions pulled from inside bare block ,fob #
IMP�� FILE COP).
2) All W(ndowop,5111ing Glass Drs,French Drs.to be per POT Industries Inc, SLEEPING ROOMS PROVID1 AN EMS$WINDOW WITH A NET CLEAR OPENING
3) Overhead Garage Drop per Wayne Dalton Drop _ I �' x +f OF 5 SQ, FL FOR GROUND FLOORS, ite of Plan ;I,XN-IL-
4) Exterior Service Or 0 garage per Therma Tru Drop
SHALL NOT BEOL SS THAN �H OR 20W GS i
5) Use t/a " Denshield in all wet areas l I X Z', it
SILL NOT MORE THAN 44" ABOVE FLOOR, � �
6) Frame walls are of Fopet at block walls per note on dimensioned flr plan 'C.o•\V I S' `b Page # Of r
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Product Review Affidavit
St Lucie County, Public Works Department
Code Compliance Division
2305-zsosa.r
-..... SECTION 2305 Eaceplim: F7wAceiling asscmmics 500 sq Ror =_
PROJECT NAME AND ADDRESS FIRE PROTECTION less and "m be sepaatd mto two area.
Drawd Res
y v M If( 'I (two or more) dwellin motels
Germany Canal Rd
2305.1 .1-1 FFnvblnrrtmg
23al Firrharcr ng slur,, on to rat offal, vet-
- ° ' amr Y above �
in
The following products will be installed in the structure located at Germany Canal Rd
Ft Pierce VI
tied and horizontal wnccald draft openin&s.
a concealed
Fucbl,,king shall be w indicated I. this secfim and as
sand
Itce With am tomott separation. When amount t>�-
extend
tint walls do rat extend to wn floor sheathing
Building Permit #
pmvidd in 7053.
above
3. Other buildings, In floodoeiling assemblies so that
Owners Name Justin Drawdy '
owner's Address Ft Pierce F)
2MS.L2 Fireblocking, when of wood, shall effectively rill
all spaces for the entire width m depth of the Earring or
immortal auras do not exceed LOWsq it(92.9 m2).
Contractor same as above Contractor's Address
STATEMENT:
I cord that to the best of knowledge and belief,these plans and specifications have been designed to wm I with the applicable
fY Y P Pw � P Y
sm)ranml °pOodn
230523 Single
I. Single family dwellings. Norm requied.
fa
structural portion ofthe Building Code as smended,adopted,and enforced by St LucieCounty Building Department) also certify that the structural
23� 13 F)neblmkiog, wfmn of odor mamdsk as pmvid-
2 Multifamily (two or mom) dwellings, omtels,
wmponents,systems,and related elements provide adequate resistance m the wind loads and forces specified by the current code provisions.I hereby accept
ad in 7053, shall be securely and tightly fitted into place
howls. In the atim. nummd. owafum&"other con -
responsibility for the Structural Design
in the care of spacers between chummy. od woad tram
cea(d roof space above and in line with the recall
io,,rh spaces shall besoidly filed with mortmarioose
sePerafo who. mount separation walls do not
noncombustible mentel annonemnbuctime supports.
extend By,the roof sheathing above.
DESIGN PARAMETERS AND ANALYSIS
2305.1.4 Frebiwkmg shall be installed in wood frame
Emptims:
CODE EDITIONS FLORIDA BUILDING CODE 2001
contr actin, in the folbwing Inxatios:
1. in emnaakd spans of stud walls and partitions
1. Where corridor walls provide a mount Sopron,
tire, dafYstopping shall only roquird
E OF ASCE 7-98
including fund spans at calling and flow levels:
above ono of the corridor walls,
2. M all interconnections between concealed verical
2 Mice nat roars with solid joist constructim
Product*ProductRated
Manufacturer
ModelNumber
Method of Attachment
Desi n Pressures
Windows
* Fill in the rated wind design pressures listed by the manufacturer for each product listed
1st Choice
t5L4 - 1
j>KT IrJ0.IS jet'
S}f 4
d !t') 2 tpIr"V>>
Mullions
T1NW5l'Qt
IX O
c( w e
and hodzound spaces such as occur No soffits, drop are used, dmflstopPog over m"am separation 1%ed Glass
ceilings, cove wiling, etc walls is dot required
BUILDING DESIGNED AS: ENCLOSED Cat B 3. Where approved spookiest am provided,
m 3. In cttaled es spacbetween stair stringers a elm
lop ad boom oes me dmRaoPPung shall be required for men, over
BASIC WIND SPEED: 120 MPR 3 SEC GUSTS 9,000 sq fr (836 m2).
4. At opeamp almmd vents, pipes, duos, chimmeys 3. Other buildings. In atic spaces so that horimnol
INTERNAL PRESSURE COEFFICIENT 0-IS ad fireplaces at selling ad Boa levels with arms do ma exceed 3.000 sq.it(279 nit).
d mat 'al tdano with 7054
► &=A-F, w
1st Choice'b(7
-
I
1V 0
i� (IZ� ItSkylightsA�1
app mv en s rn attm flS5(Other)
IMPORTANCE USE FACTOR: 1.0 except in theeaseMappmved metal chimney, inset- Exeepfi-.
,mions as sex forth in 2MC4. 1. Where flat roofs with solid joist construction
VELOCITY PRESSURE : 22 Psi 5. At all interconnections between concealed ver iral are used. dralca"piag ovm Moat separation
surd wall or pan;tion spars and concealed spans walls is our requited.
GARAGE DR DESIGN PRESSURE 222 +PSF (POSITIVE) 27.1- PSF ( NEGATIVE) creamed by an assembly of /lam joists or rrtssea, 2. Wbene approved sprinklers are provided, the
frmmocking shall be provided fur dre fail depth of area may be tripled.
Butt Glassss
Block
tUa _�
u�5_led%Gl
DOOR DESIGN PRESSURE:(INT ZONE ) 22.7+PSF 24.9 -PSF (END ZONE) No +PSF No -PSF
ume joists or trusses a the ends and ova the sup
230524 Continuous exterior wmias of wood, or of
_ IIg ass Doors
WINDOW DESIGN PRESSURE (TNT ZONE) 253 +PSF 275 -PSF (ENDZONE)253 +PSF 33.4-PSF
Po"s
wad farms, shall be dafistoppd u intervals not
exceeding 20 R (fi096 not).
ice
MINIMUM SOIL BEARING PRESSURE: 2500 PSF
230&1S Except m providedin 2305.L4(4), fimbbcUng
shall consist of 2-loch nominal lumber, or two thickness-
Exception: Draftslapping ofwmices is not tagand in
oice frmq�sk)EXPOSURE:B
esof]-inch nominal lmberwith broker lapjointsormre
single family dwellings_thickness
of 3/32-inch (783 mad wood slrmctmal panelMEAN
e Doorsseances
BUILDING HEIGHT 19.9 ft
wWithtural inn backed by 2M2-inch (183 mm) wod strum-
�2.5 Vewta ie, of onmyed roof
shall odFLOORLOADS:
°imnt°'°d'°acc°'du'ce w'd'309'7-
ice2WU
Drafts)°ppi"8
230521 Drafts[opping shalt be provided in wood Creme
2305.2.E Dmftstopping mamrials shall be not less than
boar,
Phe
Olce
ROOFDEADLOAD:17 0
in the locations listed in M522 through
IP_-inch (127 ram) gypsum 15/32-irmh (L1.9 ram)
wood structural panel. 12-inch (I27 ram) particleboardROOFLIVELOAD:2o
or,rpr�st.lcomvudm
#
230524
orotorapprovd materials adequaely supported
arage Doors
SHEAR WALL CONSIDERED: YES a NO 23a5 Si Fro familytdw assmBTies2305.L7'iie m ofall stint be mavuamdn. single family asses. li Flcorheiliog assemblies Mg<ity draflstopssepartiog useable spares into two or moo appmx- 7�3 Fire resistance munpimae seas with no aura greater than 500sq it(465 23a53.1 Who flu resistance ratio are fid this
CONTINUOUS LOAD PATH PROVIDED YES x NO m2). Daftstopping "1 be pmvlded parallel to theg 'COMPONENTS AND CLADDING DETAILS PROVIDED YES a NO train farming members,e"d°' 1heY siuB p'dd '° °°°f°r'nw"a wuE me
W4
AS WITNESSED BY MY SEAL] HEREBY CERTIFY THAT THE ABOVE INFORMATION IS TRUE &CORRECT TO THE BEST OF MY KNOWI-EDGE
NAME: John C. Weber P,E.
CERTIFICATION# 17455 FI&State
DATE: April 2005
DESIGN FIRM:Linda A Pease
(Z1f �Ui?S te�O !%X d E cr Au- rr4"kiu>r0/14j1
it
DsCn led " 9o'(I co
LA•rE
o
234153.2 Where fire resistance ratings am involved, wood
spacers, backup cleats or othu dawcls shall not be used
. unless specifically approved for such use
2305A Fire wfs Where joins, beams, or girders mum and
terminate in a nmsomy, wall, they shall be provided with a
foe cut of 3 Inches (76 mad m provided with wall plate
boxes of self -releasing type or approved hangers. If locate
in a requiredfare resistant wall. Ihejoists, beams, "girders ,
shall be separated from the opposite side of the wall by at
least 4 inches (102 tom) of mlid masmry.
�uu-o
?P' Lo1Jc� Itso
powtL-(lrt? P
1`b YID How> 4-
Nb'(Es #13
ice
_
�������
litI(D
ice or,vrs^,we,t
1
eta
Asphalt/Fiberglass _
Metal
Other
XL"Cc>yF1t� SI:lExtlS.
anurcers MPAf,E9.1 ldrlhlllF/SL:rW4 t
Choice Ll� 1b ic2°n ?Jv �A`iTlr. tf�-2c MAO(4 - �e _ (r
KA FQ. I Car 1A 9A-5Ti_ 7 - w lOch kin o r rz.I r�/I�•
I have reviewed the above components and cladding, and have approved their use in the structure to
provide adequate resistance to the wind loads and forces specified by current code provisions.
Name: JOhh C Weber PE Signature
Design Firm Linda A Pease Cert. No, 17455 --_-_ Date: April 2005
ale IItl ilV
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STRUCTURAL NOTES - F.13.C.2001 A5CE 7-98120 MPH 3 5ec Gusts
1) DE51GN LOADS
Roof - Live Load & Dead Load - #47 PSF Shingles/ Metal - #55 P5F Tile
Wind Velocity -120 mph Roof System 1120 mph Supporting 5trueture
Truss Mean Height - Refer to Roof Structural Plan
2) Soli Bearing Capacity - 2500 P5F
3) All Structural Concrete & Grout shall have a minimum compressive strength of
3000 psi ®) 26 days
> 51ab / Fooatnngs to be concrete with a minimum 2500 psi compressive strength
a 28 days
Refer to foundation plan for ftg size and steel requirements
Minimum concrete coverage for reifrforcing bars:
A) Footings: 3"
13) Beams :1 */a
Q Suspended Slabs :1"
For Grade 40 5tl lap 25" For Grade.60 5tl lap 30
4) All standard lumber in contact with concrete or masonry shall be pressure treated
5) 5p1-ruing or crac d" of structural components due to installation of hardware is
NOT PERMITTED
6) Unless otherwise stated the installation of specified hardware shall conform to the
Manufacturers instructions and standard practice
7) Bearing points of header o4irders and beams shall have vertical supports sufficient
To support loads and shall be properly anchored for uplift and gravity loads per the
Roof5tructural Plan
In
in
L J
to
t
GENEKAL NOTES: _
1) Construction Shall follow "Florida Building Code 2001" as adopted by the jurisdiction v
And as applicable to the area in which the building is to be constructed 2
2) Exterior 5huttere are required as part of the Design Pressures c
4.
3) The COlrtractor,5ub Contractor5,5uppliers etc. Shall verify all dimensions,condition5
At jobsite,plans,specifications etc. Prior to start of construction,and report arly
Discrepancies to the Designer/Engineer ,otherwise we assume no responsibility for
Any delays /errors that may result from failure to report.
4) All written dimensions shall take precedence over scaled dimensions. o
5) 5tructurai features not addressed on these plans may be addressed by the
Engineer of Record as construction progresses.
r•nIli00
F.B.C. 15032 Flashing- _. - - _- vJ
Flashing shall be installed in Stich a manner as to pretreat moisnue entering I "�'
the call through the join': in the coping,rhrough moisture 'V permeable material,
at intersections with the r00rpiane or at parapet wall penetrations,
F.B.C. 1503.2-1 Locations - - M
Flashings shall be installed at (I)W211 and roof intensectior s,(2)At gutters, l `
(3)Wherew there is a cdimnge in wofsiope or direetiot,aod(4) around roofpronirig,
Where flashing is of inetal,the metal shall be corrosion -resistant with a thido esstd
Ofnot km than 0-019 imdr(26 gauge 0.551 ram galvanized sheet) (� t�yT
F.B-C.1503.4-4 Protection Against Decay&Te4mitesvj.M
Conderrsate fines and reddmynspouts shall discharge at least one torn (305mm) ((f''//}� OI W
away from the structure aa ture sideil whether by underground piping tail extensions, GO 41 111ry���
or sphuh blacks.Guar: with downspouts are required on all buildings with eaves co
t
less than 6"(152mm) horizontal projection exert for gable end takes or on a roof N r
above a raoElrrigation/sprinkler systems and risers for spray heads shall not be Eon
5v cI�I P P WD U,IME- Mix (W(� �zi%iif1 installed within l ft(30:5 ram) ofthe building sidewalk _ o
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FILE COPY
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'Job # C) -C`E�'
Oate of Plan
Page # 4 Of 7
"5-V CRIMP' METAL ROOF PANELS
251/2"
11
12
FASTENING PATTERN FOR 5V-CRIMP AT INTERIOR OF PANEL
11
7/16"
251/2" -
121/2"
FASTENING PATTERN FOR 5V-CRIMP AT EAVE & RIDGE
TNFSE PLANS AND ALL PROPOSED WORK
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GENERAL CONSTRUCTION NOTE5 CONCRETE BLOCK Fw cj"Ss
1) All Interior dimensions pulled from inside bare block FtL&KI b"
2) All Wlndows,511ding Glass Drs,French Drs.to be per PGT Industries Inc.- II�IP�•1' <-(LaSS
3) Overhead Garage Pro per Wayne Dalton Pre
4) Exterior 5ervice Dr ® garage per Therma Tru Pro ��
5) Use %z " Denshield in all wet areas 1Z X Z4a
6) Frame walls are offset at block walls per note on dimensioned flr plan -(.om e
/ ace of Plan AU-
FI,O� EZU Page # 2 Of
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i
GIRDER CONNECTION SCHEDULE
CONNECTION SIMPSON WALL TRUSS
In ANCHOR CONNECTION CONNECTION
Al
GIRDER CONNECTION SCHEDULE
CONNECTION SIMPSON WALL TRUSS
In ANCHOR CONNECTION CONNECTION
Al
I HETAI6,
5" EMBED
(9) 16d
1 FACE
NAILS
A 2
I MGT
5/8" EPDXIED
(22) IOd
ROD w/ 8" EMBED
NAILS
B
I HETAI2
5" EMBED
(10) IOd x 1 1/2"
I FACE
NAILS
C
I HETAI2
5" EMBED
(10) IOd x 11/2"
I FACE
NAILS
®
I HETAI2
5" EMBED
(10) IOd x 1 1/2"
FACE
NAILS
E 1
I MGT
5/8" EPDXIED
(22) IOd
ROD w/ 8" EMBED
NAILS
E2
I HETAI6.
5" EMBED
(9) 16d
I FACE
NAILS
F
I HETAI2
5" EMBED
(10) IOd x 11/2"
I FACE
NAILS
G
I HETAI2
5" EMBED
(10) IOd x 1 1/2"
I FACE
NAILS
H1
I MGT
5/8" EPDXIED
(22)'IOd
ROD w/ 8" EMBED
NAILS
H2
I MGT
5/8" EPDXIED
(22) IOd
ROD w/ 8" EMBED
NAILS
I HETAI2
5" EMBED
(10) IOd x 1 1/2"
1 FACE
NAILS
J 1
I MGT
5/8" EPDXIED
(22) IOd
ROD w/ 8" EMBED
NAILS
J2
I MGT
5/8" EPDXIED
(22) IOd
I
ROD w/ 8" EMBED
NAILS
BRACING NOTES:
I. BRACING SHOWN DOES NOT INCLUDE TEMPORARY BRACING
REQUIRED FOR THE ERECTION AND INSTALLATION OF TRUSSES
PRIOR TO THE INSTALLATION OF PERMANENT CROSS BRACING
AND WEB LATERAL BRACING REQUIREMENTS. TEMPORARY
BRACING IS THE RESPONSIBILITY OF THE TRUSS INSTALLER
AND SHOULD REMAIN N PLACE AS LONG AS NECESSARY FOR THE
SAFE AND ACCEPTABLE INSTALLATION OF THE ROOF OR FLOOR.
(REF: HIB-9I SUMMARY SHEET),
2. PERMANENT WEB LATERAL BRACING IS TO BE INSTALLED AS
SHOWN ON THE INDIVIDUAL TRUSS DRAWINGS (WEB LATERAL
BRACING IS NOT SHOWN ON THIS SHEET). PERMANENT WEB
LATERAL BRACING IS TO BE RESTRAINED TO PREVENT LATERAL
MOVEMENT BY SOLID ANCHORAGE TO END WALLS. OR BY
PERMANENT DIAGONAL BRACING (NOT SHOWN IN THE PLANE OF
THE WEB MEMBER AT INTERVALS NOT TO EXCEED 20 FEET ALONG
CONTINUOUS WEB BRACE. (REF: HIB-91. SEC. 132.3.1).
3. PERMANENT DIAGONAL BRACING AS SHOWN ON THIS SHEET DOES
NOT INCLUDE BRACING REQUIRED FOR GABLE END STUDS OR
BOTTOM CHORD OF GABLE END AT WALL. REFER TO STANDARD
GABLE END DETAIL FOR BRACING REQUIREMENTS.
4. ALL TOP CHORDS ARE ASSUMED TO BE SHEATHED. AND ALL
BOTTOM CHORDS BRACED BY A RIGID CEILING SYSTEM. REFER
TO INDIVIDUAL TRUSS DRAWINGS FOR BRACING REQUIREMENTS
OF NON -SHEATHED TOP CHORDS AND UNSUPPORTED BOTTOM
CHORDS.
5. REFER TO 'HIB-91: COMMENTARY AND RECOMMENDATIONS FOR
HANDLING. INSTALLATION AND BRACING METAL PLATE
CONNECTED WOOD TRUSSES'. APPENDIX C. FOR RECOMMENDED
SEQUENCE OF INSTALLING BRACING COMPONENTS.
6. THE STRUCTURAL ADEQUACY OF THE INDIVIDUAL TRUSS DESIGNS
TO WITHSTAND GRAVITY AND WIND LOADINGS AS WELL AS
GIRDER CONNECTIONS AND LOADS ARE THE RESPONSIBILITY OF
THE TRUSS DESIGNER. ANCHORAGE OF THE TRUSSES AND
GIRDERS TO THE SUPPORTING STRUCTURE TO WITHSTAND WIND
UPLIFT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER OR
ARCHITECT.
7. THE BRACING FOR THE ROOF SYSTEM IS DESIGNED FOR BOTH
POSITIVE G NEGATIVE PRESSURE AND MEETS THE
REQUIREMENTS OF 2001 F.B.C.
BRACING LEGEND:
\ / PERMANENT 2x4 DIAGONAL BRACING IN THE PLANE OF
THE NEAREST WEB MEMBER CONNECTION WITH 2-16d
x NAILS IN EACH WEB IN AT LEAST (3) TRUSSES AT
APPROXIMATELY 45 DEGREE ANGLE (REF: HIB-91. FIG.
37. 38 6 39).
HORIZONTAL BRIDGING WITH A MINIMUM 2x6 STRONGBACK
CONNECTION TO EACH TRUSS WITH 3-I0d NAILS AND
ATTACHED TO WALLS OR OTHER RIGID POINT AT EACH
END (REF: HIB-91. SEC. 132.3.2). PROVIDE
OVERLAP OF AT LEAST (3) TRUSSES (FLOORS ONLY).
II PERMANENT Ix4 BRACING IN THE PLANE OF THE
STRUCTURAL BOTTOM CHORD OF THE TRUSS. CONNECT
II WITH 2-I0d NAILS IN EACH TRUSS (ROOF ONLY).
ROOF CRITERIA
6/12 PITCH
4 3/16" HEEL
18" OVERHANG
SQUARE ENDCUTS
Simpwn Strong —Tie
MGT
USE SIMPSON H8 FOR ALL TRUSS TO
WOOD ANCHORS AT THE TOWER
AND FRONT PORCH LEDGER
NAIL USING (5) IOd x 1 1/2" NAILS
IN EACH MEMBER
FOYER TOWER
FRAMING PLAN
W KNEE WALL TO
A
DBL
I EA FACE (5) 18d NAILS I EA. FACE D
GIRDER FG1
'G'RDER F02 j GIRDER FG2
HANGS i—
&6 PT WOOD COLLM (wJPT WOOD COLLM
SIMPSON
HARDWARE
KEY
A - SP6
B- SPH6
C - DSP
D - MTS212
INSTALL ALL HARDWARE
PER MANUFACTURERS
INSTRUTIONS '
FD8A
SECTION C
THESE PLANS AND ALL PROPOSEu
ARE SUBJECT TO ANY CORRECTION
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE C01)
FILE COPY
Reviewed for Structural Integrity
I3y
John C, weber Professional Engineer
hate of Florida #17455
1371 SW Heather St.
Port tat. Lucie, FL 34983
'772-879-9447
r
SECTION A -A
SECTION B-B