141 Rock Hill Rd 04-149 Screen Roomr
CITY OF SANFORD PERMIT'APPLICATION
Permit # : Date `®
Job Address: q \ c
Description of Work: l r
Historic District: Zoning: Value of Work: Q Q—_Q1_
Permit Type: BuildingElectrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New;Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: J _ — p - \ 5 (Attach Proof of Ownership & Legal Description)
Owners Name & Address:
l k i — A. i i s
3a Phone: 1_4
Contractor Name & Address:
Phone & Fax:
Bonding Company:
Address:
Mortgage Lender: .
Address:
Architect/Engineer:
Address:
Atate License Number:
Contact Person: Phone:
Phone:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR P/'.YING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there.may be additional restrictions applicable to this property that may be found in the public records of
this county, and ther may be additional permits required from other governmental entities such as slater management districts, state agencies, or federal agencies.
Acceptance of p it is v Aficath 1 will the o P e roperty of the r v ` ' da L# LaVT3-N_ ji r
Q-
G°""`J , %,,::i 2 '
Sig ture of Owner/Agent Date Signature of Contractor/Agent Date
Print Owner/Agent's Name rin Co tractor/Agent's Na
to (`) C
Signature of Notary -State of Florida Date Q.S1gAiTKure of Notary -State of Florida Date
PO FLORENCE A. DE GRAVE
MY COMMISSION # DO 164280
Owner/Agent is _ Personally Known to Me or Co ant t4eM to Me or
Produced ID IIraRJat®@d [DBond r66 9niiess
APPLICATION APPROVED BY: Bldg\ J(:) Zoning:
Initial & Date)
Special Conditions:
Debbie 0. McNeal
Commission#0195542
Expires: Mar 23, 2007
o-
9 of F°Q ` Bonded Thru
Atlantic, Bonding Co., Inc.
Utilities: FD:
initial & Date) (Initial & Date) (Initial & Date)
0k-nzo
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL DETAIL
409-6$c-7114kf,
GENERAL
2004 WORKING VALUE SUMMARY
33-19-30-516-0000-
Value Method: Market
Parcel Id: 1530 Tax District: S1 SANFORD Number of Buildings: 1
Owner: DELLA CHIESA Exemptions: 00- MICHELE & HOMESTEAD
Depreciated Bldg Value: $106,307
Depreciated EXFT Value: $0
Own/Addr: VICTORIA E
Land Value (Market): $22,400
Address: 141 ROCKHILL DR
Land Value Ag: $0
City,State,ZipCode: SANFORD FL 32771 Just/Market Value: $128,707
Property Address: 141 ROCKHILL DR SANFORD 32771 Assessed Value (SOH): $115,196
Subdivision Name: COUNTRY CLUB PARK PH 2 Exempt Value: $25,000
Dor: 01-SINGLE FAMILY Taxable Value: $90,196
SALES
Deed Date Book Page Amount Vac/Imp 2003 VALUE SUMMARY
SPECIAL WARRANTY DEED 09/2000 03927 0860 $119,800 Improved 2003 Tax Bill Amount: $1,700
WARRANTY DEED 06/2000 03870 1632 $23,500 Vacant 2003 Taxable Value: $87,496
Find Comparable Sales within this Subdivision
LAND LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 153 COUNTRY CLUB PARK PH 2 PB 54
LOT 0 0 1.000 22,400.00 $22,400 PGS 22 THRU 24
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 2000 8 2,205 1,718 CB/STUCCO FINISH $106,307 $108,477
Appendage / Sgft OPEN PORCH FINISHED / 52
Appendage / Sgft OPEN PORCH FINISHED / 35
Appendage / Sgft GARAGE FINISHED / 400
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem
tax purposes.
If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value.
re_web.seminole_county_title?parcel=33193051600001530&cpad=ROCKHILL&cpad_num= lI 0/3/03
Country Club Park Homeowners Assoc., Inc.
c/o Specialty Management Company of Central Florida
444 W. New England Avenue Suite B
Winter Park, FL 32789-4213
407) 647-2622
March 13, 2001
Michele & Victoria Della Chiesa
141 Rockhill Drive
Sanford, FL 32771
Dear Mr. & Mrs. Della Cheisa,
The Board of Directors for Country Club Park, H.O.A. have reviewed your application for a
screened porch and have approved it as submitted. Please feel free to start on the work.
Thank you for submitting your application to the ARC.
Sincerely,
Marc P. Davis
Agent for Country Club Park, H.O.A.
POWER OF ATTORNEY
Date.- VO-`-I-O
do hereby authorizec-
to pull the \ Aa, . permit for
type o t address
Signature
V
Notaq
Personally known toter drivers license # Personally
of on day of2003-
boa' N& Wendy M. Jolley
My Commiasion DD199976
a a Expires APO 19, 2007
0
MARYANNE MORSEL CLERK OF' CIRCUIT COURT i
Permit Number_ SEMINOLE COUNTY
Parcel identiflcatlon Number ' 05050 PIS 1 102
ERK' S # 2003180292
Preptired by, RECORDED 10/07/2003 10s44a30 AM ,
RECORDING FEES 6.00
i1r1C RECORDED BY L McKinley
Return to; MARYANNE MORSE
CLERK OF CIRCUIT
i Ui11MA
ry F EERe
NOTICE OF COi M-r=NCEMENT
State of RQ OCT 07
County of jai 4AJO A'—
The undersigned hereby glyes, notice that irrtprovement(s) wOf be made to certain real property, and in accordancewithChapter7'13,' Florida Statutes, the following 'information Is provided In this Notice of Commencement.
1. Description of property (legal description 'bf the property, and street address If available) ,
N7 i. u 6 Pam. t4l4:
2. General description of Improvements) 3i7-7 ,
Sew •
3. Owner information
Name
Address
M23 M2$' I(iA CC., s Telephone Number `-°7. 665 -235- 141 ` ca td Oe Ss Y&a 3 7?/ Fax Number
Interest in Property: 4. Fee Simple Title Holder (if other than owner shown above) Name
Telephonephone Number
Fax Number
Contractor ,
Name wkf 17"c &,Oewe t _J Tale hone Number BCp407 --&-gF3Z3AddressMA`-.XIDA ..'lo 1 Fax Number 6.
Surety (if any) Name.
Telephone
Number ' AddressFax
Number Amount
of bond $ p 7.
Lender (If any) Name
Telephone Number Address
Fax Number 8.
Persons within the State of Florida designated by Owner upon whom notices or other documents may.be servedasprovidedby §713.13(1)(e)7., Florida Statutes, Name
Telephone Number Address
Fax Number . 8.
In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice s ° providedin §713.13(1)(b), Florida Statutes. Name t
Telephone Number Address ' Fax
Number 10.. Expiration
date of notice of commencement (the expiration date Is one year from the date of recordin! uliit ss'a'differont data is' specified); . q lard
t,c Date Signed
gnature of Owner [Ue: per §713.13(1)(g),. "ow ner mustsign ...
and no one else may be permitted to sign Ii his or
her. stead," Sworn to
and subscribed CJof r
me
i is day of St?D ±_, 20 _ by W who is personally
known to me OR _produced 73 a' - -® as identification. "RrPos,
WendyM:.Jolley
My Comm"& DD1eW6 !
as Expires April
1e 2007 Signature of Notary ( otarial seal to appe r below) ' Form Revlsed: 12/
00 for 10. to 20 .
r ..
SF.IVIINOLE COL&W
Baas urann4%L OWIC t
SENaNOLE COUX"RESEDENTIAL PERMFT APPLICAMN
Job Address. Street: 141 Kcack f4 tT I K:.. Date:
City: 59,.,c,2 1 iGf' Zip Code;
Directions To Jobsite: 4( 4 . 7 L
Owner Name: [14, 1,/, - 6//A Cl, ,cis-e Contractor: WA i M AA^ t •y A,
Address: h / , r, jD. Address: 2,3a 2
Ci tyWZip: i c rta / 3 - 7, City/SZip: (941Q ,too / 3 290 7
Phone#: 407 4 9 -2 354 Fax#: Phone#: 4)7 6e/- F?S 2-3 gam:-7 629 4404
Contact Person: License Holder's Name:`
Daytime Phone: Ste RegJCaW: "C- ba l 4 7
Attach proof of ownership: Tax Record from Seminole Co. Property Appraiser's Office, Tax Receipt, or Deed, etc.
Parcel#: 3 3 - M - ' -s' l o0o 0
Plat Boole _ S4 Page(s): _ -- - Subdivision Name: , u,v l i aua ,e Ci _ <f 2—
Valuation of Work: (Estimate) $ Total Square Footage: ! 3 0
Total HVACUving Space Square Footage:
WOm DES ®P1
Single Family Detached .... Addition/Alteration.... ElEl Low Voltage ..... .._..... DWlex...............................
Roof...... .......... Plumbing............... . - - Otber.................... ...... MobilHome .... ..................
well ........ ................... enical ................ Cisrage/
CarPort..... ........ Demolish..._.. ...... ............................. Describe
exact nature of work: ScXGci--) goo M /U ' X / 2' Identify
type of structure or location within Madura where work will be perf=ed. ie. Kitichen, Shed, Gazebo, etc. R4azol WE
is be removed: Yes No Ea, If Yes, please complete Arbor Permit 0
UTEL1TIES
c
Tank ............... Well.. Public Water.............. Public Sewer....:......: Septi.. Existing
Well ............ Utility better (Inchuie Ifi ty letter from appropriate agency) ................ SUBCONTRACTORS
Seminole
County State ofFlorida Card Holder's Name i tonal
Lic # License # Reg/Cert Elect
Phtmb.
Roof
Low
Vofltag Other
R10TICE
SEPARATE
PERMTS ARE RZQP=D FOR =qTRICAL9 PLUMBING, G, VENTMAMNG
O gR+AT tl@C GIp eMO G. * NOT
PEr_ RE C®IDS NUM VOIDIF v'
r ORK OR CONS i & c ii O A O D IS 1Q O 8 CO NC 6 MONTHSv OR
IF CONS UC`TION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 6
MONTHS AT ANY IMMM AFTER WORK IS CO LACED. I
hereby certify drat I have read and wwained this application and know the same to be true and correct. All provisions of laws and
ordinances governing this type of work will be complied with whether specified herein or not, the granting of a permit does
not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the
permatnence or construction. 130.
d 3 Signature
of Contractor Date Signature of Owner Date
RESIDENTIAL WORIKSREET
COMPLETE ITEMS ON WORKSHEET BELOW IF PERMIT TO BE ISSUED FOR OTTER THAN
SINGLE FANULY RESIDENTIAL NEW CONSTRUCTION.
ELECTRIC
Electric Company Florida Power Corp. Florida Power at Light Service Sipe Old Amps. Vohs Phase 1 ph Phase 3 ph
New Amps. Vohs Phase 1 ph Phase 3 ph
TI'EMS iJNiTS OTMR APPLIANCES UNM
Outlets dr Switches (each)
Li htiag Fixtures
Outlets (Window A/C)
Continuous Receptacle Strip Per outlet
SERVICE
Number of Amperes
Each Sub Feed Pool
Temporary Pole
HVAC EQUIPMENT
Number of 1Kilowans
ELECTRIC
Electric Elevator
Pool Wiring
Change of Service
Pump Service
List a flu r smd daf!riiep-
Water Heater
Dryw
Dishwasher
Electric Raoge
Cook Top
Built -ice Oven
Exhaust Fans Under Ya JHF
Ei i.FG'IWC WELDER
Transformer
Up To and Including 50 Amps
Over SO Amps
POWER TIL414SFORN1ERS
List No. of Kilowaus (ICVA)
MOTORS A GENERATORS
Horsepower (List HP)
GFA7AATOR TYPE
Time Switch
N E CAI,: Valuation of Work: $
PLUMBING: Number of Traps:
V1 I LS
C®NTRiTCTI®N: Shallow Well Deep Well Abmdonme of Well
PpmBNemt man
i NOTE: Water system supplying more than 25 people, a Construction Pertnit through St John's River Water
ement District must have approval through the Department of Envizonmental.Services at State level
All wells over 4" in diametw shall have a construction pemmk and consumpdve use permit prier
Building Division. to a permit being issued by dte
ROOF
FhMulid Up ........«...._..« Wood S4dagles/Shskes «...«.... AsphalNFilseiglass.....«.«.....«...
Tile..« ..........................«.... $la0e «»...........«.......... OmeC u / i ro uivr 16Z1
I hereby certify that at the time of the application and issuance of the above permit, all accessary Workmen'sCantpe®Mon Insurance required by the state of Florida has been obtained to effect the propea protection ofthoseworkersundermyemploy.
SICNATiJRI OF, CONTRAcrom DATE
w
r
t
aLU 9=
LLI =
LU 4^
LA-
0
J
Fj,rjnipQiy.
z l L/ iY1".
M
i/pTG/'C r/67L/C Go G . Y
ou/EiC ri ER
co.<_ Scvd
N a,¢. c
sd
O
co.G•
ti a
I\ 1 so'
Go 2.ST /.i.7' 1
Ga E,t,Eo
o - iYI
S/. 62
M
S
BFAIIS OW IUM BIND
UN COW LINE EARINS OF
j SCREEN, ACRYLIC] VINYL, GLASS & MODULAR ROOMS I SECTION 3
INTERIOR BEAM TABLES:
SCREEN & VINYL ROOMS
3.1.3
GLASS ROOMS:
PARTIALLY ENCLOSED) 3.2.3
ENCLOSED) 3.3A
r
i
HOST STRUCTURE OR
FOURTH WALL FRAME
PANS OR PANELS
ALUMINUM ROOF SYSTEM
PER SECTION 7
CARRIER BEAM POST
TYPICAL SLOPED SOLID ROOF ENCLOSURE
SCALE: N.T.S.
ALUMINUM ROOF SYSTEM
PER SECTION 7
RIDGE BEAM TABLES:
SCREEN & VINYL ROOMS:
3.1.4
GLASS ROOMS:
PARTIALLY ENCLOSED) 3.2.4
ENCLOSED) 3.3.5
HOST STRUCTURE OR
FOURTH WALL FRAME
USE BEAM TO WALL DETAIL
TYPICAL GABLE SOLID ROOF ENCLOSURETYPICAL
SCALE: N.T.S.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368. SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767.6556
0
NOTTO B IEREPRODUCEDIN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 PAGE
3-
1 I
SECTION 3 + SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS
EDGE BEAM TABLES:
SCREEN & VINYL ROOMS:
3.1.1, 3.1.2
GLASS ROOMS:,
PARTIALLY ENCLOSED) 3.2.1,
LW` FOR 3.2 2
MAX. (ENCLOSED) 3.3.1, 3.3.2, 3.3.3
H' / UPRIGHT
HEIGHT (h) 1"x 2"
Wo MIN. 3-1/2" SLAB ON GRADE
VARIES Y
OR RAISED FOOTING
TYPICAL GLASS ROOM WITH SOLID ROOF (
FOR FOOTINGS SEE DETAILSPAGE3-23, 24, 25)
TYPICAL FRONT VIEW FRAMING
HEIGHT OF UPRIGHT IS MEASURED FROM
TOP OF I x 2" PLATE TO BOTTOM, OF WALL BEAM)
SIZE BEAM AND UPRIGHTS
SEE TABLES)
O.H
SOLID ROOF
LW' LOAD WIDTH
FOR ROOF BEAM
F'
P/2' 'P/2'
NO MAXIMUM
ELEVATION SLAB OR GRADE)
k-
VARIES VARIES
ALTERNATE CONNECTION
@ FASCIA ALLOWED
SEE SECTION 7 FOR DETAILS)
w
zD
F- U
Cn
P = PROJECTION FROM BLDG.
LW = LOAD WIDTH
NOTES: 'P' VARIES
1.ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C.
AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO'WOOD WALL W/ #10 x 2-1/2" S.M.S. W/
WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN
INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF
CONNECTION.
2.SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H.
SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLE 3.1.3 AND GLASS ROOM FOURTH WALL
BEAMS FROM TABLE 3.1.5 USING P/2
4.ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING
CONVERSION:
PAGE
3-2
100-1231 130 140 1 150
8 1 #10 1 #12 1 #12
TYPICAL SCREEN V GLASS ROOM
SCALE: 3/16" = l'-0"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 7674774
FAX (386) 767-6555
COPYRIGHT 2003
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
SECTION 3 + SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS
ALTERNATE CONNECTION'
DETAIL 1" x 2" WITH
3) #10 x 1-1/2" S.M.S. INTO
SCREW BOSS
2) #10 x 1 112" S. M. S. INTO
SCREW BOSS
ANCHOR 1"x 2" PLATE TO
CONCRETE W/ 1/4" x 2-1/2"
CONCRETE ANCHORS WITHIN -
6" OF EACH SIDE OF EACH
POST AND 24" O.C. MAX.
MIN. 3-1/2" SLAB 2500 PSI
CONC. 6 x 6 -10 x 10 W.W.M.
OR FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
AL
ANCHOR i"x 2" CHANNEL TO
CONCRETE WITH
1/4" x 2-1/4"CONCRETE
ANCHORS WITHIN 6" OF EACH
SIDE OF EACH POST AT 24"
O.C. MAX. OR THROUGH
ANGLE AT 24" O.C. MAX.
MIN. 3-1/2" SLAB 2500 PSI
CONC. 6x6-10x10 W.W.M. OR
FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
SCALE: 3" = V-0"
BEAM/HEADER
ANGLE CLIPS MAY BE
SUBSTITUTED FOR INTERNAL
SCREW SYSTEMS
MIN. (3) #10 x 1 1/2" S.M.S.
INTO SCREW BOSS
1" x 2" EXTRUSION
1-118" MIN. IN CONCRETE
E AND
HEADER BEAM
4) #10 x 1/2" S.M.S. EACH SIDE
OF POST
H-BAR OR GUSSET PLATE
2"x2"OR2"x3"OR2"S.M.B.
POST
MIN. (4) #10 x 1/2" S.M.S. @
EACH POST
1" x 2" EXTRUSION
1-1/8" MIN. IN CONCRETE
ALTERNATE PATIO SECTION TO UPRIGHT AND
PATIO SECTION TO BEAM DETAIL
SCALE: 3" = V-0"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA. FL 32121
TELEPHONE (985) 7674774
FAX (386) 767-6556
PAGE
COPYRIGHT 2003
3-14 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SECTION 3 I SCREEN, ACRYLIC / VINYL, GLASS &' MODULAR ROOMS
EDGE BEAM
1" x 2" OPEN BACK ATTACHED
TO FRONT POST W/
10 x 1-1/2" S.M.S. MAX. 6"
FROM EACH END OF POST
AND 24" O.C.
FRONT WALL GIRT
1" x 2" OPEN BACK ATTACHED
TO FRONT POST W/
10 x 1-1/2" S.M.S. MAX. 6"
FROM EACH END OF POST
AND 24" O.C.
ALTERNATE CONNECTION:
2) #10 x 1-1/2" S.M.S.
HROLIGH SPLINE GROOVES
IDE WALL HEADER
ITACHED TO 1" x 2" OPEN
ACK W/ MIN. (2) #10 x 1-1/2"
M.S.
ME WALL GIRT ATTACHED 1
x 2" OPEN BACK W/ MIN. (3)
10 x 1-1/2" S.M.S. IN SCREW
OSSES
FRONT AND SIDE BOTTOM
RAILS ATTACHED TO
ONCRETE W/ 1/4" x 2-1/4"
ONCRETE / MASONRY
ANCHORS @ 6" FROM EACH
IOST AND 24" O.C. MAX. AND
VALLS MIN. 1" FROM EDGE OF
ONCRETE
s-TYPICAL& ALTERNATE CORNER DETAIL,
SCALE: 3" = V-0"
y
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368. SOUTH DAYTONA, FL 32121
TELEPHONE (388I767A774
FAX (386) 787.6556
PAGE3-'1 6
O
NOTT O BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
l SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS SECTION 3
COMPOSITE ROOF PANELS:
4)1/4" x 4" LAG BOLTS W/
1-1/4" FENDER WASHERS PER
4'-0" PANEL ACROSS THE
FRONT AND 24" O.C. ALONG
SIDES
2" x 2" OR 2" x 3" HOLLOW
GIRT AND KICK PLATE 2" x 2"
HOLLOW RAIL
POST ATTACHED TO BOTTOM
I/ MIN. (3) #10,x 1-1/2" S.M.S. IN
SCREW BOSSES
a
RISER PANELS ATTACHED
CHAPTER
HEADER ATTACHED TO POST
W/ MIN. (3) #10 x 1-1/2" S.M.S.
IN SCREW BOSSES
2"x2",2"x3"OR3"x2"
HOLLOW (SEE SPAN TABLES)
FOR SNAP EXTRUSIONS GIRT
ATTACHED TO POST WITH
MIN. (3) #10 x 1/2" S.M.S. IN
SCREW BOSSES
1" x 2" OPEN BACK BOTTOM
RAIL
1/4" x 2-1/4" MASONRY
ANCHOR @ 6" FROM EACH
POST AND 24" O.C. (MAX.)
lYPICAL UPRIGHT -DETAIL .!
SCALE: 3" = l'-0"}
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 76741774
FAX (386) 767-6556
COPYR
NOTT O BIE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I
FAG
3-17
i
i
SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS SECTION 3
Table 3.1.5 Allowable Upright Heights, Chair Rail Spans_or,Header Spans
For Screen Rooms or Vinyl Rooms
Aluminum Alloy'6063-T-6-
For 3 second wind gust at 110 MPH velocity; using design load of 1.1 NSF
Sections
Tributary Load Width 'W' = Purlin Spacing
30-0"' 1 3'-0" 40,0-' 1 4'-0" 1 51-0" 1 51-6" 6'-0" 60,6" 7'-0°
Allowable Height 'H' I bending 'b' or deflection 'd'
2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b B'-2" b T-8" b 7'-4' b 6'-11" b 6--B' b 6'-5" b 6'-2" bj 5'-i 1" b
2" x 2" x 0.055" Hollow 10'-3" b 9'-6" b 8'-11' b 8'-5" b 7'c11' b 7'-7" b 7'-3' b 6'-11" b 6'-9" b 1 6'-6" b
3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8'-4" b 7'-11"..b 7'-B" b 7'-5" b 7'-2" b
3" x 2" x 0.070" Hollow 12'-9" d 12'T2" d 11-7" d 10'-11" b 10'-5" b 9'-11" b 9'-6" b 9'-2" b 8'-10" b 8'-6" b
2" x 3" x 0.045" Hollow. 12'-9" b 11'-9" b 11'-O" b 10'-5" b 9'-10" b 9'-5" b 8'-11" b 8'-8" b 8'-4" b 8'-l" b
2" x 4" x 0.050" Hollow 16'-3" b 15'-1" b 14'-1" b 13'-3" b 12'-7" b 12'-0" b 11'-6" b 11'-0" b 10'-8' b 10'-3" b
2" x 5" x 0.050" S.M.B. 23'-7" bj 21'--10" b 20'-5" b 1 g'-3' b 18'-3" b 17'-5" b 16'-8' b 16'-0" b 15'-5" b 14'-11" b
2" x 6" x 0.050" S.M.B: 26-1" b 24'-2" b 22'-7' b 21'-0" b 20'-2' b 19'-3" b 18'-5' b 17'-9" b 17'-1" b 16'-6" b
2" x 2" x 0.044" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3' b 7'-11" b 7'-7" b 7'-4" b 7'-1" b
2" x 3" x 0.045" Snap 14'-4" b 13'-4' b 12'-5" b 11'-9' b 11'-2" b 10'-7' b 10'-2" b 9'-9" b 9'-5" b 9'-1" b
2" x 4" x 0.045" .__Snap. - 17'-77 _b 16'-3' b 15'-3" b 14'-4' _b 13'-T b 12'-11"_b 12'-5" b 11'-11' b 11'-6" b 11'-1" b
For"3 second wind gust at 120 MPH velocity; using design load of 13 lSF
Sections
Tributary Load Width W = Purlin Spacing_
3'-0" 1 3'-0" 4'-0" 1 4'-8" 1 5'-0" I 5'-6" ; _ 6'-6" 7'-0" 1 7'-6"
Allowable Height 'H' / bending Vor defiection'd'
2" x 2" x 0.044" Hollow 8'-8' bi 8'-0' b 7'-6" b T-1" b 6'-8". b 6'-5' bj 6'-1' b 5'-11' b 5'-8" b 5'-6" b 2"
x 2" x 0.055" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-9" b T-4" b 6'-11" b 6'-8" b 6'-5" b W-2" b 5'-11' b 3" x
2" x 0.045" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" b T-4' b 7'-1" b 6'-10' b 6'-7" b 3" x
2" x 0.070" Hollow 12'-1" d 11 -5" b 10'-8' b 10'-1" b 9'-7" b 9'-2" b 8'-9' b 8'-5" b B'-l" b 7'-10' b 2" -x
3•'-x 0.045"- -Hollow,_ 12'-10" b 11'--11" b 11'-2" b 10'-6" b 9'-11" b 9' fi"___b 9'-1"_ _b 8'-9" b 8'-5' b 8'-2" b 2" x
4" x 0.050"- - -Hollow 14'-11" b 13'-10" b 12'-11" b 12'-2" b 11'-7' b47!" 4_
jti :
b10'-2" b 9'-9' b 9'-5" b 2" x
5" x 0.050" S.M.B. 21'-8" b 20'-1" b 18'-9" b 17'-9" b 16'-10' b 151-4 ---b 14'-9" b 14'-2' b 13'-9" b 2" x
6" x 0.050" S.M.B. 23'-11" b 22'-2" b 20'-9" b 19'-7" b 18'-7" b 16'-11" b 16'-3' b 15'-8' b 15'-2" b 2" x
2" x 0.044" Snap 10'-4' b 9'-7" b 8'-11" b 8'-5" b T-11" b 7'-4" b 7'-0" b F-9" b 6'-6" b 2" x
3" x 0.045" Snap 13'-3" b 12'-3' b 11'-5" b 10'-9" b 10'-3" b 9'-4" b 8'-11" b 8'-8" b 8'4" b 2" x
4" x 0.045" Snap 16'-2" b 14'-11" b 14'-0" b 13'-2" b 12'-6" b 11'-5" b 10-11- b 10'-7" b 10'-3" b For 3
second wind aunt at 130 MPH velocity: usina design load of 15-#ISF Sections Tributary
Load
Width 'W' = Purlin Spacing 3'-0"'
3'-0" 4'-0" 1 4'-6" 1 5'.0" 5'-6"1 6'-0" 1 6'-6" T-0" 7%6" Allowable Height '
H' / bending'b' or deflection 'd' 2" x
2" x 0.044" Hollow 8'-1" b 7'-6" b 6'-11" b 6'-7" b 6'-3" b 5'-11" b 5'-8" b 5'-6" b 5'-3" bj 5'-1" b 2" x 2"
x 0.055" Hollow 8'-10' b 8'-2" b 7'-7" b 7'-2" b 6'-10" b 6'-6' b 6'-3' b 5'-11" b 5'-9" bi 5'-7" b 3" x 2"
x 0.045" Hollow 9'-8" b 8'-11" b 8'-0" b T-11" b T-6" b 7'-2' b 6'-10" b 6'-7" b 6'-4" bi 6'-1" b 3" x 2"
x 0.070" Hollow 11'-6" b 10'-8" b 9%11" b 9'-5' b 8'-11" b 8'-6" b 8'-2" b 7'-10" b 7'-6' b 7'-3" b 2" x 3"
x 0.045" Hollow 11'-11' b 11'-1" b 10'-4" b 9'-9" b 9'-3" b 8'-10" b 8'-5" b 8'-2" b 7'-10' b T-7" b 2" x 4"
x 0.050" Hollow 13'-11" b 17-11' b 12'-1" b 11'4" b 10'-9" b 10'-3" b 9'-10" b 9'-5" b 9'-1" b 8'-10" b 2" x 5"
x 0.050" S.M.B. 20'-2" bi 18'-B" b 17'-6" b 16'-6" b 15'-8" b 14'-11' b 14'-3" b 13'-9" b 13'-3" b 12'-9" b 2" x 6"
x 0.050" S.M.B. 22'-4" b 20'-8" b 191-4" b 18'-3" b 17'-3" b 16'-6" b 15'-9" b 16-2" b 14'-7" b 14'-1" b 2" x 2"
x 0.044" Snap 9'-7" b 8'-11" b 8'-4" b T-10" b T-5" b T-1" b 6'-9" b 6'-6- b 6-3" b 6'-1" b 2" x 3"
x 0.045" Snap 17 4" b 11--5" b 10'-8" b 10'-l" b 9'-6" b 9'-1- b 8'-8" b 8'-4' b 8--1" b 7'-9" h 2" x 4"
x 0.045" Snap 16-1" b 13'-11" b 13'-0' b 12'4" b 1 11'-8" b 11--1" b 10'-8" b 10'-3" b 9'-10" b 9'-6" b noies: 1. Above
spans
do not include length of knee brace. Add horizontal distance from Upright to center of brace to beam connection to the
above spans for total beam spans. 2. Spans may
be interpolated. Lawrence E. Bennett,
P.E- CIVIL ENGINEER - DEVELOPMENT
CONSULTANT P.O. BOX
214568, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-
4 74 i FAX (386)
767-
fi556 COPYRIGHT 2003 PAGE
NOT TO
BE
REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 1 3-39
SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS SECTION 3
Table 3.1.4.110 Allowable Spans for Ridge Beams with Self Mating Beams
For Screen Rooms or Vinyl Rooms
For 3 second wind gust at 110 MPH velocity; using design, load of 20 #/SF
Self Mating Sections
Tribute Load Width'W' = Purlin Spacing
5'=0" 6'-0" T-0" 1 8'-0" 9'-0" 10'-0" 1 11'-0" 12'-0"
Allowable Span V / bending'b' or defiection'd'
2" x 4" x 0.044 x 0.100" 10'-1 i' . b 9'-11" b 9.'-3" b 81-8" b 8'-2' b T-9" b T-5' b T-1' b
2" x 5" x 0.050" x 0.100" 13'-7" b 12'-4" b 11'-5" b 10'-9" b 10'A' b 9'-7" b 9'-2" b. 8'-9" b
2" x 6" x 0.050" x 0A20" 15'-8" b 14'-4" b 13'-3" b 12'-5" b 11'-8' b 11'-1" b 10'4" b 10'-1' b
2" x 7" x 0.055" x 0.120" 17'-8' 7 16'-1" b 14'-11' b 13-11' b 13'-2" b 12'-6' b 11'-11" b 11'-5' b
2" x 7" x 0.055" w/ Insert 23'-6" b 21'-5" b 19'-10" b 18'-7" b 17'-6" b 16'-7" b 15'-10" b 15'-2" b
2" x 8" x 0.072" x 0.224" 22'-10' b 20'-10' b 19'-3" b 18'-0" b 16-11" b 16' b '-1 15'-4" b 14'-9" b
2" x 9" x 0.072" x 0.224" 24'-9" b 22'-7" b 20'-11" b 19'-6" b 18'-5" b 17'-6" b 16-8" b 15'-11- b
2" x 9" x 0.082" x 0.310" 1 2T-1" b 1 24'-9' b 22-11" b 21'-5" b 20'-3" b 19'-2" b 18'-3' b 17'-6' b
2" x 10" x 0.092" x 0.369" 32'-7" b 1 29'-9" b 27'-7" b 25'-9" b 24'4" b 23'-1" b 21'-11' , • b
Notes:
1. Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H. wind load
requirements to the above upright sizes Increases the strength so that additional framing Is not required.
2. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load.
3. Spans may be Interpolated.
Table 3.1.4-120 Allowable -Spans -fog Ridge -Beams with Self Mating Beams
For Screen Rooms-orVinyl- Rooms-=. For
3 second wind gust at 120 MPH_velocity;-using design load of 23 #/SF Self
Mating Sections Tributary
Load Width 'W' = Purlin Spacing 5'-
0" 6'-0" 7'-0" 1 8'-0" 9'-V 1 10'-0" 11'-0' 12'-0" Allowable
Span 'L' 1 bending 'b' or deflection 'd' 2"
x 4"_x 0.044 x 0.100" 10'-3" b 9'-4" b 8'-8" b 8'-l' b T-7' b T-3" b CAI" b 6'-7" b 2"
x 5" x 0.050" x 0.100" 12'-0" b 11'-6" b 10'-B" b 9'-11" b 9'-5" b 8'-11" b 8'-6" b 8'-2" b 2"
X 6" x 0.050" x 0.120" 14'-7 b 13'-4" b 12'-4" b 11'-7" b 10'-11 " b 10'-4" b W-10" b T-5" b 2"
x 7" x 0.055" x 0.120" 16'-5' b 15'-0" b 13'-11" b 13'-0' b 12'-3" b 11'-8" b 11'-1' b 1OW" b 2"
x 7" x 0.055" w/ Insert 21'-11" b 19'-11" b 18'-6" b 17'-4" b 16'-0" b 15'-6" b 14'-9" b 14%2" b 2"
x 8" x 0.072" x 0.224" 21'-3' b 19'-5' b 17'-11" b 16'-10" b 1 15'-10" b 1 15'-0" b 14'-0" b 13'-9" b 2"
x 9" x 0.072" x 0.224" 2T-1" b 21'-0" b 19'-6" b 18'-3" b 17'-2" b 1 16'-0" b 15'-6" b 14'-10" b 2"
x 9" x 0.082" x 0.310" 1 25'-4" b 23'-1' b 21'-5" b 19'-11" b 18'-10" b 17'-11 " b 1 T-1' b 16'-4" b 2"
x 10" x 0.092" x 0.369" 30'-5" b 27'-9" b 25'-8" b 24'-0" b 22'-8' b 1 21'-6' b 20'-6" b 19'-8" b Notes:
1.
Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 120 M.P.H. wind toad requirements
to the above upright sizes Increases the strength so that additional framing Is not required. 2.
Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. 3.
Spans may be Interpolated. Lawrence
E. Bennett, P.E. CIVIL
ENGINEER -DEVELOPMENT CONSULTANT P.
O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (
386) 7674774 FAX (
386) 767-6556 O
NOT
COPYRIGHT
PAGE
E
REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. I OB3_37 I
SECTION 7 , SOLID ROOF PANEL PRODUCTS
COIUIPOSITE ROOF -ANCHORING DETAILS,
8 x 1/2" S.M.S. SPACED
EXISTING TRUSS OR RAFTER @ 8" O.C. BOTH SIDES
10 x 1-1/2" S.M.S. OR WOOD d
OOD SCREW (2) PER RAFTER
OR TRUSS TAIL
10 X 3/4" S.M.S. OR WOOD
SCREW SPACED@ 12" O.C. d ROOF PANEL
EXISTING FASCIA
ROOF PANEL TO FASCIA DETAIL
SCALE: 3" = 1'-0"
EXISTING HOST STRUCTURE
WOOD FRAME, MASONRY OR #8 x 1/2" S.M.S. SPACED
OTHER CONSTRUCTION @ 8" O.C. BOTH SIDES
FOR MASONRY USE
1/4" x 1-1/4" MASONRY
NCHOR OR EQUAL @ 24" O.C. W
FOR WOOD USE #10 x 1-1/2" < u
S.M.S. OR WOOD SCREWS @ a.p.
12" O.C.
4— ROOF PANEL
ROOF PANEL TO W LL DETAIL}
SCALE: 3" = V-0"
NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA
FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS
BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS
INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE
WASHER HEADED SCREWS.
PAGE
HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "I". THE WALL
THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL
WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH
ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED
ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A
MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE.
Lawrence E. Benneff, RE.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 761-4774
FAX (386) 767-6556
COPYRIGHT 2003
7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
SECTION 7 SOLID ROOF PANEL PRODUCTS
Table 7.3.6 Allowable Spans for 0.024" PRO-FAB Composite Panels w/ EZ-LOCK for Various
Metals USA, Building Products. Southeast, Inc._..__ _
Manufacturers''Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Denslty
3" x 48" x 0.024" Roof Panel w/ E74-OCK ('.Inca l2nnma
Wind
Region
Open Structures--- -- -
Mono -Sloped Roof
Screen Rooms--...
Attached Covers
Partially Enclosed Enclosed Overhang I
Cantilever
All
Roofs
1&2
span
3
span
4
span ,
1&2 :'
span
3
span
4
span
1&2
span
3
span
4Ispan
1&2
span
3
span
4
span
100 MPH 21'-4" 23'-10" 23'-0". 20'4"- 22'-9" 21'-11" 13'-6" 1VA" 14'4" 15'-1" 1T-9" 16'-3" 4'-0"
110-MPH• 21'-4" 23'-10" 23'-0" 1V-8"_ 20'-11" 20'-2" 1 11'4" 13'-6" 13'-1" 13'-9" 15'4" 14'-10" 4'-0"
120 MPH 20'-4" 27-9" 21'-11" 17'-5" 19'-5" 18'-10" 10'-8' 12'-5' 11'-6" 12'-6' 13'-11" 13'-6" 4'-0'
123 MPH 19'-6' 21'-10" 21'-1" 15'-11" 18'-11" 18'-3" 1U-5" 11'-7" 11'-3" 11'-8" I 13'-8" 13'-2" 4'-0"
130 MPH 18'-0" 20'-2" 19'-5" 15'-1" 17'=9" 16'-3" 9'-10" 10'-11" 10'-7" 111" 17-11" 12'-0" 4'-0"
140 MPH 12'4" 13'-9" 13'-3" 12'4" 13-9" 13'-3" 9'-2" 10'-3' 9'-11' 10'" 11-6" 11-1' 4'S"
150 MPH 12'4" 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" V-7" 9-T 9-3" 10'-8' 10'4" 3'-11"
4- X 48" x 0.024" Reef Panel ud F7.1 n('IC I I --I--- n-----
Wind
Region
Open Structures
MonoSioped.Roof
Screen Rooms
Attached Covers
Partially Enclosed Enclosed Overhang /
Cantilever
All
Roofs
1&2
span
3
span
4
span
1&2
span 1 3
span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4
span
100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11' 24'-l" 14'-9" 1&-6" 15'-11" 17'-5" 19'-6" 18'-10" 4'-0"
110 MPH 23'-5" 26'-2" 25'-3" 20'-6" 22'-11" 22'-2" 13'-3" 14'-10" 14'-4" 15'-1" 18'-0" 17'4" 4'-0'
120 MPH 22'-3" 24'-11" 24'-1" 19'-1" 21'4" 20'-7" 11'-8" 13'-7" 13'-2" 13'-9" 15'4" 14'40" 4'-0"
123 MPH 21'-5" 23'-11' 184. 20'-9" 20'-0" 11'-5" 13'-3" 12'-10' 13-5" 14'-11" 14'-6" 4'-0"
130 MPH 19'-9" 22'- 223''-2"
1-4" 17'-5" 19'-6" 18'-10" 10'=9" 12'-7" 11-8" 12'-8" 14'-2" 13'-8" 4'-0"
140 MPH 13'-6" 15" 14'-7" 13'-6" 15'-1" 14'-7" 10'-1" 113` 10'-10" 11-3" 13'-3" 12'-9" 4'-0"
MPH 13'-6" 15'-1' 14'-7150 " 1 13'-6" 15'-1' 14'-7' 9'-5" 10' 6" 10'-2" 10'-5" 12'4' 11'4" 4'-0'
5- X 49" X 0.024" Reef Panel wl F7.1 r1Clr 1 r_l--- n___
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Rooms
Attached Covers
Partially Enclosed Enclosed Overhang I
Cantilever
All
Roofs
1&2
span
3
span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4
span
100 MPH 26'-5" 29'-6" 28'-0" 25'-2" 28'1" 27'-2" 17'-5" 19'-5" 18'-9" 19'-8" 21'-11' 21'-3" 4'-0"
110 MPH 26'-5" 29'-6" 28'-6" 23'-2" 25'-10" 24'-11" 14'-11" 17W" 16'-2" 18'-2" 20'-4" 19'-8" 4'-0"
120 MPH 25'-2" 28'-l" 27'-2" 21'-6" 24'-1" 23'-3" 13'-9" 164" 14'-10" 15'-6" 18'-8- 18'-0" 4'-0'
123 MPH 24'-2' 27'-0' 26'-l" 20'-11" 23'-5" 22'-7" 13'-5- 14'-11" 14'-6" 15'-l" 18'-l" 17'-6" 4'-0"
130 MPH 22'-4" 24'-11" 24'-1' 19'-8" 27-11" 21'-3" 12'-9" 14'-3" 13'-9" 14'-4" 15'-11" 15'-5" 4'-0'
140 MPH 1 15'-3" 17'-0" 16'-5" 15'-3" 17'-0" 16'-5" 11'4" 13'-2" 12'-9" 13'-4" 14'-11" 14'-5' 4'-0'
150 MPH 1 15'-3" 17'-0" 16'-5" 15'-3" 17'-0" L 16'-5" 10'-7" 12'4" 11'-5' 12'-5" 13'-11" 13'-5" 4'-0"
0- X 48" X 0.024" Roof Panel will F7.LACK I r11"" o."__-
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Rooms
Attached Covers
Partially Enclosed Enclosed Overhang I
Cantilever
All
Roofs
1&2
span
3
span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4
span
1&2
span
3Ispan
4
span
100 MPH 29'-l" 32'-6" 31'-5' 27'-8" 30'-11" 29'-1 V 19'-2" 21'S" 20'-8" 21'-8" 24'-3" 23'-S' 4'-0"
11O MPH
MPH
29'-l" 32'-6" 31'-5" 25'-6" 28'-6" 27'-6" 17'-4" 19'-5" 18'-9" 20'-l' 22'-5" 21'-8" 4'-0"
120 27'-8" 30'-11" 29'-11' 23'-9" 26'-6" 25'-8" 15'-1" 17'-7" 16'-4- 18'-5" 20'-7" 19'-10" 4'-0"
123 MPH 26'-8" 29'-9" 28'-9" 23'-1" 25'-9" 24'-11" 14'-9" 16'-6" 15'-11' 17'-10" 19'-11" 19'-3" 4'-O"
130 MPH 24'-7" 27'-6" 26'-6" 21'-8" 24'-3" 23'-5" 14'-0" 15'-8" 15'-2" 15'-9' 18'-9" 18'-2" 4'-0"
140 MPH 16'-9" 18'-9" 18'-2" 16'-9" 18'-9" 18'-2" 12'Al" 14'-6" 14'-0' 14'-9" 17'-4" 15'-11" 4'-0"
150 MPH 16'-9" 18' 9" 18'-2" 1fi' 9" 18'-9" 18' 2" 11'-8" 13'-7" 13'-2" 13'-8" 15'-4"
v,".. I - 1-11 aware r wall "rwut r overnang.
Lawrence E. Bennett, P:E. EMETRLS USUTM
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
gBUIdIR Products Southeast, Inc. P.O. BOX 214368. SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774 1107 NORTH THONAS RD., LEESBURG, FL 34748
FAX (386) 757-6556 TEL: (352) 787-7766 FAX: (352) 787-4517
FLORIDA 1-800-342-9077 NATIONAL 1-800-874-0002
PAGE -
COPYRIGHT 2003
7.38, NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
u