HomeMy WebLinkAbout156 Brushcreek DrCITY OF SANFORD RERMtT APPLICATION
Permit No.:
r'
Date:
Job Address: 1S6 j(ZVS f f CP.eEK..
Permit Type: Building Electrical Mechanical Plumbin Fire Alarm/Sprinkler
Description of Work:
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V
Additional Information for Electrical & Plumbing Permits
Electrical: _Addition/Alteration _Change of Service Temporary Pole New AMP Service (# of AMPS )
Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional)
Plumbing/Commercial: Number of Fixtrrres plumber of Plate & Sewer Drainage Lines Number of Gas Lines
Occupancy Type: "Residential _Commercial _ Industrial Total Sq Ftg: IT D Value of Work: S J+ 0 D
Type of Construction: AWN UJ U lk Flood Zone: Number of Stories: Number of Dwelling Units:
Parcel No.: 3 3 _ q — 3o - T ( b - QQQQ --- 1 110 (Attach Proof of Ownership & Legal Description)
Owner/Address/Phone: 6_6' ' 1 1 S( FAZUS HC Z EEK SA-r,) C-brQ 3 FL 3 2 1771
Contractor/Address/Phone: 313015 FX S YE++ RC I vh fd_ V-k_ R, 3 Z -A Z.
State License Number: TLXoo 4 S 7 `f
Contact Person: Mayt Phone & Fax Number: 'to7 -(? - O S oo &-IS - s S 6 Ol
Title Holder (If other than Owner):
Address:
Bonding Company:
Address:
Mortgage Lender:,
Address:
Architect/Engineer
Address:
Phone No.:
Fax No.:
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 PAYING 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 there may be additional permits required from other governmental entities such as
water management districts, state agencies, or federal agencies.
A ce of it is verification that I will 'fy the owner of the property of a requirements of Florida Lien Law, FS 713.
Sign tee of Own Agent Date Si a of Contractor/Agent Date
ra'"k &d'er / (- / P ri I nn i; 1
Picint Owner/Agelit's Name
i"eoVotiiary-rtate of FloriS3da Elate ROBYN
WALTER Notary
Public, State of Florida My
Comm expires Nov. 30, 2004 E;:IAgisPersonldli Me or nn
Agency, Inc. l80 ) APPLICATION
APPROVED BY: l Name
a-
l -C- Z ROBYN
WALTER Notary
Public, State of Florida My
Comm expires Nov. 30, 2004 No.
CC985082 Bonded
thru Ashton Agency, Inc.(800)451-4854 Contractor/
Agent is C P'ersonally Known to Me or Produced
ID Date:
L —
Z ' o 2- Special
Conditions:
lemon I111111111NIM1N111MONNEIININ
EE1 IINOLE COUNTY
FLORIOIA9 NATURAL CH,OSCE
MRRYANNE MDRSE, CLERK OF CIRCUIT COURT
SENINOLE CMXTY
BK 04355 PS 0706
CLERK'S # 2002848547
NOTICE OF COMMENCEMENT RECORDED 03I19/cum Ol IP110e PN
State of Florida
RECORDINS FEES 6.00
RECORDED BY L NcKinley
County of Seminole
Permit No. Tax Folio No. (P1D)
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter
713, Florida Statutes, the foiling information is provided in this Notice of Commencement.
DESCRIPTION OF PROPERTY (Legal description of the property and street address)
Larlir CoveVTre$ CLU6 eA- AL PNz- Past { EZL- z-Y
s,6 /3rZU s Cl2CEK P2 . SItN F>oeD FZ 3-L77 /
GENERAL DESCRIPTION OF IMPROVEMENT Irr - SCdla2k
OWNER INFORMATION
II
Name and address it4,
II __ &Ar= ' t S'
interest in property (Fee Simple, Partnership, etc.)
NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER (IF OTHER THAN OWNER)
CONTRACTOR `_
Name and address R-
S _ a ZCERTIFIED COPY
AARYANNE MORSE
SURETY (Bonding Company) CLERK OF CIRCU T UC R1
Name and address SEMIN 4E COHNI El Dlll1
Amount of Bond
LENDER
Name and address
MAR .19 2002
Persons within the Stan of Florida designated by Owner upon whom notice or other documents may be served as provided
by Section 713.13(1xa)7., Florida Statutes:
Name and address
In addition to himself; Owner designates Of
to receive a copy of the Lienor's Notice as
provided in Section 713(l)(b), Florida Statutes.
Expiration Date of Notice of Commencement r
The expiration date is 1 year from date of recording unless It differetC e is
S ore t and subscribed beJRre me this
L _ Dayf M04 70Q-1'
v
My Commission Expires:
Notary Pub
The foregoing instrument was acknowledged before me this day of 200 Lty
Q: g C . (name of person acknowledged), who is personally to
me or who has produced (type of identification) as identification
and who did/did not take an oath.
Notary Public.
YN WAFlorid aMycomm. expires Nov. 30, 2004
Bonded Ihru Ashton Agency, lnc. No. C 9Q8 \ !
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PARCEL DETAIL
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GENERAL
Parcel Id: 33-19-30-516-0000-1110 Tax District: S1-SANFORD
Owner. BADGER FRANK S TRUST Dor. 01-SINGL LY
Own/Addr. FBO
Address: 156 BRUSHCREEK DR Exemptions: 00-HOMESTEAD
my Ststo- 7Jnr mir- RANFORn FI '47771
Property Address: 156 BRUSHCREEK DR SANFORD 32771
Subdivision Name: COUNTRY CLUB PARK PH 2
VALUE SUMMARY
Value Method: Market
Number of Buildings: 1
Depreciated Bldg Value: $73,385
Depreciated EXFT Value: $1,900
Land Value (Market): $19,200
Land Value Ag: $0
Just/Market Value: $94,485
Assessed Value (SOED: $93.266
Exempt Value: $25,000
Taxable Value: $68,266
Tax Bill Amount: $1,434
SALES
Deed Date Book Page Amount VadImp
WARRANTY DEED 012002 04316 0027 $137,000 Improved
SPECIAL WARRANTY DEED 062000 03879 0769 $119,400 Improved
WARRANTY DEED 022000 03802 0276 $23,500 Vacant
Find Comparable Sales within this Subdivision
LAND
Land Assess Method Frontage Depth Land Units Unit Price Land Value
LOT 0 0 1.000 19,200.00 $19,200
LEGAL DESCRIPTION
LOT 111 COUNTRY CLUB PARK PH 2 PB 54 PGS 22 THRU 24
BUILDING INFORMATION
Bld Num Bid Type Year Blt Fixtures Gross SF Heated SF Ext Wall Bid Value Est Cost New
1 SINGLE FAMILY 2000 6 1,750 1,346 CB/STUCCO FINISH $73,385 $74,126
Appendage / Sgft GARAGE FINISHED / 380
Appendage / Sgft OPEN PORCH FINISHED / 24
EXTRA FEATURE
Description Year Blt Units EXFT Value Est Cost New
FIREPLACE 2000 1 $1,900 $2,000
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
Purposes.
LIMITED POWER OF ATTORNEY
I hereby name and appoint
of V., -j
in fact to act for me and apply to
fora BUILDING
at a location described as: Section
Range Lot Block
9i
0
3 - i • o
DATE
to be my lawful attorney
permit for work to be performed
Township
J A
Subdivision
Address of Job)
Owner of Property and Address)
and to sign my name and do all things necessary to this appointment.
THOMAS A. ORIE SR. RX0045740
Type o rint name of Certifie¢Contractor, License-P
of Certified Contractor
Acknowledged:
Sworn to and subscribed before me this
Day of G i4yt C4 A.D. 20 0 Notary
Public, State of Florida Seal)
My
Commission Expires: ROBYN
WALTER Notary
Public, State of Florida My
Comm. expires Nov. 30, 2004 No.
CC985082 Bonded
thru Ashton Agency, Inc. (800)451-4854
FROM : Pro Photo Max PHONE NO. : Mar. it C-002 12:IOPM P-_5
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PIFPMIT # 02-10it
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PLANS REVIEWED
CITY OF SANFORD
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LOT-0Y/, COUNTRY CLUB PARK (PHASE II), A SUBDIVISION ACCORDING TO
MAR -IN PLAT BOOK 54, PAGES 22 THROUGH 24, INCLUSIVE, PUBLIC
RECORDS OF SEMINDLE COUNTY, FLORIDA.
p.LgDD CERTE CATIOM (MAP,,;eATED APR:L 17. l995)
Yh1s is to certify that I have Con+ulted the Federal Insurance Flood Hazard
@oundary Map and found the &gftgr— named property IS NOT located in a
OpoCial flood hazard area, accordi-ig to Community Panel Map No. 12117C - M111 1,
V Map, Panel 91 of ag, ZONE "R".
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M. AN a&KATHfLEENATs N.sIISQLr, DATED aAPRIL A 4 200FORATION., :CHfCAG
LUDATION LOCATION CERTIFIED TOi MASTERPIECE HOMES, INC.; KAMPF TITLE & GUARANTY CDRPORATIONt
ITCAGO TITLE INSURANCE COMPANYI FIRET LINION NATIONAL BANE OF FLORIDA. DATED _ FEBRUARY B. '2000
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SECTION 3
SCREEN VINYL GLASS & MODULAR ROOMS
General Notes and Specifications:
1. The following structures are designed to be married to block and wood frame structures of adequate
structural capacity. The contractor / home owner shall verify that the host structure is in good condition
and of sufficient strength to hold the proposed addition.
2. If there is a question about the host structure, the owner (at his own expense) shall hire an architect,
engineer, or a certified home inspection company to verify host structure capacity.
3. The structures designed using this section shall be limited to a maximum projection of 16' from the host
structure. Freestanding structures shall be limited to the maximum spans and size limits of component
parts. Larger than these limits shall have site specific engineering.
4. The following rules apply to attachments involving mobile and manufactured homes:
a. Structures to be placed adjacent to a mobile / manufactured home built prior to 1994 shall use "fourth
wall construction" or shall provide detailed plans of the mobile / manufactured home and inspection
report along with addition plans for site specific review and seal by the engineer. This applies to all
screen / glass rooms and / or structures to be attached.
b. "Fourth wall construction" means the addition shall be free standing with only the roof flashing of the
two units being attached. The most common "fourth wall construction" is a post & beam frame adjacent
to the mobile / manufactured home. The same span tables can be used as for the front wall beam. For
fourth wall beam use the carrier beam table. The post shall be sized according to this manual and/or
as a minimum be a 2" x 3" x 0.050" with an 18" x 2" x 0.044" knee brace at each end of the beam. If
the posts are set in concrete footings (per table 2.4) the knee braces may be eliminated. For carrier
beams for screen rooms, use table 2.1.3.
c. For mobile / manufactured homes built after 1994, structures may be attached, provided the project
follows the plan provided in this manual. The contractor / owner shall provide verification of the
structural system used to build the host structure.
d. Any attachment that extends more than 16' from a mobile / manufactured home wall shall require site
specific engineering.
5. Section 7 contains span tables and the attachment details for pans and composite panels.
6. Screen walls between existing walls, floors, and ceilings shall be allowed and spans shall be figured the
same as other screen walls.
7. When using TEK screws in lieu of S.M.S., longer screws must be used to compensated for drill head.
8. SOME LOCAL BUILDING DEPARTMENTS, SUCH AS PINELLAS COUNTY, MAY REQUIRE MINIMUM
WALL THICKNESS OF EXTRUSIONS. CHECK WITH YOUR LOCAL BUILDING DEPARTMENT BEFORE
PLANNING YOUR PROJECT.
9. If the mobile / manufactured home manufacturer certifies in writing that the mobile home may be attached
to, then a "fourth wall" is NOT required.
10. Fourth wall beams for screen rooms may be selected from Table 2.1.1, 2.1.2, or 2.1.3. Fourth wall beams
for glass rooms shall be selected from 3.1.3.
11. For high velocity hurricane zones the minimum live load / applied load shall be 30 PSF.
12. The framing of existing screen room walls to receive windows or solid sheathing should be accomplished
with the details of this chapter
13. All specified anchors are based on an enclosed building with a 16' projection and a 2' over hang for up to a
wind velocity of 120 MPH.
14. For Inspection page for Sreen, Vinyl, Glass & Modular Rooms, see Appendix (Section 10).
3-1
Section 3 General Notes and Specifications Continued:
To achieve compliance with certain load conditions, existing 2" x 2" framing can be augmented with
1" x 2" x 0.036" minimum open back. The 1" x 2" x 0.036" shall be fastened to the 2" x 2" framing with
10 x 1-1/2" S.M.S. at 6" from the base plate and top rail and at a spacing of 16" O.C. maximum
between the previously described anchors.
If solid sheathing is provided it shall be fastened to the framing with #8 S.M.S. of sufficient length to
penetrate the sheathing and embed into the aluminum framing a minimum of 1/2". The following
schedule of anchor spacing shall be adhered to:
Stud Spacing
Sheathing 16" O.C. 24" O.C.
Type
3/16" CDX Plywood. 6" O.C. Edges N/A
12" O.C. Field N/A
Structural 6" O.C. Edges N/A
Thermal Ply 12" O.C. Field N/A
1/2" CDX Plywood 6" O.C. Edges 4" O.C. Edges112" O.C. Field 8" O.C. Field
Alternate bracing can be provided using 1-1/4" x 14 ga. galvanized coil strap or 1-1/4" x 0.040"
aluminum strap fastened to each stud with #8 x 1/2" S.M.S. in an'X' pattern as shown on page 4-2 of
the Aluminum Structures Design Manual 2002 Edition.
3-ii
SCREEN, VINYL, GLASS & MODULAR ROOMS SECTION 3
INTERIOR BEAM
TABLE 3.1.3 OR 3.1.6
ALUMINUM ROOF SYSTEM
PER SECTION 7
JP
HOST STRUCTURE OR
FOURTH WALL FRAME
CARRIER BEAM POST
TYPICAL SLOPED SOLID ROOF ENCLOSURE
r
SCALE: N.T.S.
ALUMINUM ROOF SYSTEM
PER SECTION 7
RIDGE BEAM
SEE TABLE 3.1.1, 3.1.2, 3.1.4
OR 3.1.5)
HOST STRUCTURE OR
FOURTH WALL FRAME
USE BEAM TO WALL DETAIL
TYPICAL GABLE SOLID ROOF ENCLOSURE
SCALE: N.T.S.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER . DEVELOPMENT CONSULTANT
P.O. BOX 4366. SOUTH DAYTONA. FL 32121
TELEPHONE (356) 767-4774
FAX (366) 767,6556
PAGE
COPYRIGHT 2001
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SEAL
3-1
SCREEN, VINYL, GLASS & N.tODUL=AR ROOMS SECTION 3
NCHOR RECEIVING CHANNEL
TO CONCRETE W/FASTENER
PER TABLE) WITHIN 6" OF
EACH SIDE OF EACH POST @
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
2" x 2" OR 2" x 3" POST
8 x 9/16" TEK SCREWS BOTH
SIDES
1" x 2-1/8" x 1" U-CHANNEL OR
RECEIVING CHANNEL
CONCRETE ANCHOR
PER TABLE)
1-1/8" MIN. IN CONCRETE
ALTERNATE POST TO BASE CONNECTION - DETAIL 1
SCALE: 3" = 1'-0"
ANCHOR RECEIVING CHANNEL
TO CONCRETE W/ FASTENER
PER TABLE) WITHIN 6" OF
EACH SIDE OF EACH POST @
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
2" x 2" OR 2" x 3" POST
8 x 9/16" TEK SCREWS BOTH
SIDES
1" x 2-1/8" x 1" U-CHANNEL OR
RECEIVING CHANNEL
CONCRETE ANCHOR
PER TABLE)
1-1/8" MIN. EMBEDMENT INTO
CONCRETE
ALTERNATE POST TO BASE CONNECTION - DETAIL 2
SCALE: 3" = 1'-0"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 4368. SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386)767.6556
SEAL
PAGE
COPYRIGHT 2001
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3-13
SCREEN, 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
W/ MIN. (3) #10 x 1-1/2" S.M.S.
IN SCREW BOSSES
TYPICAL UPRIGHT DETAIL
SCALE 3" = l'-()"
RISER PANELS ATTACHED
PER CHAPTER 7
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.)
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSULTANT
P.O. BOX 4368, SOUTH DAYTONA. FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767- i556
SEAL
PAGE
COPYRIGHT 2001
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3-15
SCREEN, VINYL, GLASS &MODOLAR ROOMS SECTION 3
Table 3.1.1 Allowable Edge Beam Spans - Hollow Extrusions
For Screen Rooms or Vinyl Rooms 1 Open or Partially Enclosed Structures
Aluminum Alloy 6063 T-6
For 3 second wind gust at velocity of 120 MPH or an applied load of 28 fl ! sq. ft.' 2" x 2" x 0.055"
2" x 2" x 0.044" load Max. Spa n'L' I (bending'b' or dcflectMjLoadMax. Span VI (bcnding'b' or deflection'd')
Width (ft.) 1 &2 Spa 3 Span 4 Span
Max.
Cantilever
Width fl 1 & 2 Spa 3 Span 4 Span Cantilever
3'-9- d 4'-4" h 4'-3" h 1'-0" d 5 4'-0" d 4'-9' b 4'•7" h 1'-1 d
5
3'-7' d 3'.11- b 3'-10- b 0'-11- d 6 3'-9 d W: b 4'-2' b 1'-0' c1
6
3' 4' 1 3'-0- 1, 3'-7- b 0'-11" d 7 3'-7" d 4'-0" b 3'-11' b 0' 11" d
7
3'-1' b 3*-5'b 3'-4" b 0'-10' d 8 3'-4" b 3'-9" b 3'-8' b 0'-11" d
8
9 2'-11' t) 3'-3" li 3'-2" b 0'-10" d 9 3'-7." h 3'-7' b 3'- b 0'-11" d
2'-9' b 3'-1' b 2'-11" b 0'-10' d 10 3'-0" b 3' 4' b 3'-3' b 0'-10' d
10
11 2'-8' b 2'-11" b 2'-10' b 0'-9- d 11 2'-10' b 3'-3' b
12 2'-6' b 2'-10' b 2'-9' b 0."9. jt- b 3'.1' b 2'-11' b 0%10' d
2" x 3" x 0.045"
0.045"
pan'L' / bending 'b' or deflection 'd' Load
Max. Span L' / (bending'b' or deflection' Max - Width (
ft.) 1 & 2 Spa 3 Span Width4 Span Max.
Cantilever
Wi 3 Span Span CaMax- c 4'-
2' d 5'-1" b 4'-11" b 1'-1' d 5 5'-3" d 6'-5' b 6'.3' b 1'-5' d 5
6
3'-11' d 4'-7" b 47-5' b 11" d 6 4'-11' d 5'-11" b 5'-8" b 1'-4' d 7
3'-9' d 4'-3" b 4'-2" b 0'-11" d 7 4'-8" d 5'-5" b b 1'-3' d 11"
b 3'-10" b 0'A l' d 8 4'-6" d 5'-1' b 11 b 4'- 1%2' d 8
3'-
9' b 3'-8' h 0'-11 d 9 4'-3' h 4'-10" b 4'-8' b e" 1'-2' d 9
10
O1"b 3'-
7' b 3'-5' b 0'-11' d 10 4'-1'tb4
7-
b 4'-5- b 1'-1' d d
11
3'-5'b 3''b 0'-10' d 11 3'-11"'-4" b4'-2" b 1'-1' 12
3'-3' b 3'-2 b 0'-10" d 12 3'-9"'-2' b 4'-0" b 1'-1' d Load
Max. Span 'L' I bending 'b' or deflection'd' Max.
Width (
ft.) 1 b 2 Spa 3 Span 4 Span Cantilever 5
7'-1" b 7'-11' b 7'-7' b 1'-11' d 6 6'-
5" b 7'-2" b 6'-11' b 1'-9' d 7 5'-
11' b 6'-0' b 6'-5' b 1'-8' d 8 5'-7-
b 6'-3- b 6'-0' b 1'-7" d 9 5'-3-
b 5'-11- b 5'-8- b 1'-7" d 10 4'-11'
b 1 5'-7' b 5'-5' b 1'-6" d 11 4'-9'
b 4' 5'- 5'-b 2- b 1'-6- d 12 4'-7'
b 5'-1' b 4'-11' b 1'-5' d o conversion tables
on the spe ificalion page for tables at the For Maximum Spansatwindvelocitiesotherthan120MPH. se beginning of this
section and example below. Notes: 1. For
high
velocity zones, convert to 130 MPH spans. 2. Above spansdonotincludelengthofkneebrace. Add horizontal length of knee brace to above spans for total beam spans. Example: To calwalate
maximum span'L' at 140 MPH wind velocity for: 2' x 4" x 0.050' hollow section with Load Width = 65' and 4 span Overhang Condition 1. Find'L'
a( 120 MPH: L = G'-11" 2. Convert'L'
to decimal feet: L = 6'-11" = 6.92' 3. Select the
appropriate multiplier from the conversion table found on the specification sheet at
the beginning of this section. if the spant
is followed by'b' use Bending multiplier. if the span
is followed by'd' use Deflection mulliplior. 4. Mulliply'L'
in decimal feel by appropriate multiplier. Vat 140MPH is
6.92'x0.87=5.45=5'-5" Lawrence E. Bennett, P.
E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 4365.
SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767.4774
FAX (386) 767-6556
SEAL PAGE COPYRIGHT 2001
NOT
TO
BE REPRODUCED
IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF IAWRENCE E. BENNETT, P.E. 3-25
SCREEN, VINYL, GLASS & MOQULAR ROOMS SECTION 3
Table 3.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans - Hollow Extrusions
For Screen Rooms or Vinyl Rooms / Open or Partially Enclosed Structures
Aluminum Alloy 6063 T-6
For 3 second wind oust at velocity or 1Lu Mrn or an a Ilov I06 0 1 ... - .
Trlbub Load width W - Purtin Spacing
Sections 3'-0"' 1 3'.6" 1 4'-0" 1 4'.6" 1 5.0" 1 51.6" 1 6'-0" 1 6'.6" 7'.0" 1 7'.6-
Allowable Height 'H' I bending 'b' or deflection 'd'
7'-7" d 7'-2' di 6'-11" d 6'-6' b 6'-2' bj 5'-11' b 5'-8- b 5'-5' b 5'-3' b 5'-1" b
2" 2" x 0.044" Hollowx
2" x 2" x 0.055" Hollow 8'-0" d 7'-7' di T-4' d 7'-0' d 6'-9- bj 6'-5' b 6'-2' b 5'-11' b 5'-0' b 5'-6- b
5'-10- b
3" 2" 8'-4" d 7%11- di T-7' d 7'-4- d 7'-1' d 6'-10- b 6'-6" b 6'-3" b 6'-0' b
x
10'-5' d 9'-11' d 9'-6' d 9'-2" d 8'-10' d 8'-7' d 8'-4" d 7'-11' b 7'-8' b 7'-5' b
x 3"
2" 4" x 0.050" Hollow 14'-3' d 13'-4' b 12'-6' b 11'-9" b 11'-2' b 10%8" b 10'-2' b 9'-9' 9'-5' b 9'-1' b
x
2" x 5" x 0.050" S.M.B. 19'-1' d 18'-2' d 1T-4' b 16'4' b 15'-6- b 14'-9- b 14'.2- b 13'-7' b 13'-1' b 12'-0' b14'-7' b
2" x 6" x 0.050" S.M.B. 22'-4" d 21'-3- d 20'-0- bj 18'-10- b 17'-11' b 17'-1' bi 16'-4' bj 15'-8' bi 15'-2' b
For Maximum hleghts at wind velocities other then 120 MPH, see Conversion Table 3B
on the specification page for tables at the beginning of this section and example below.
Note:
For high velocity zones, convert to 130 MPH spans.
Example: To calcualate maximum height 'H' at 140 MPH wind velocity for:
2' x 2' x 0.044' Hollow Extrusion with Load Width = 4'
1. Find'H' at 120 MPH: H = 6'-11'
2. Convert'H' to decimal feet: H = 6'-11' = 6.92'
3. Select the appropriate multiplier from the conversion table 3A found on the
specification sheet at the beginning of this section.
if the height is followed by'b' use Bending multiplier.
if the height is followed by'd' use Deflection multiplier.
4. Multiply 'H' in decimal feet by appropriate multiplier.
H' at 140 MPH is 6.11' x 0.92 = 5.62' = 5'-7"
Lawrence E. Bennett, P.E.
CML ENGINEER. DEVELOPMENT CONSULTANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (356) 757.4774
FAX (306) 767.6556
SEAL
PAGE
Q COPYRIGHT 2001
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3"
SOLID ROOF PANEL PRODUCTS SECTION 7
COMPOSITE ROOF ANCHORING DETAILS
EXISTING TRUSS OR RAFTER
10 x 1-1/2" S.M.S. OR WOOD
WOOD SCREW (1) PER
RAFTER OR TRUSS TAIL
10 X 3/4" S.M.S. OR WOOD
SCREW SPACED @ 12" O.C.
EXISTING HOST STRUCTURE
WOOD FRAME, MASONRY OR
OTHER CONSTRUCTION
FOR MASONRY USE
1/4" x 1-1/4" MASONRY
VCHOR OR EQUAL @ 24" O.C.
FOR WOOD USE #10 x 1-1/2"
S.M.S. OR WOOD SCREWS @
12" O.C.
ROOF PANEL TO FASCIA DETAIL
SCALE: 3" = V-0"
8 x 1/2" S.M.S. SPACED
@ 8" O.C. BOTH SIDES
ROOF PANEL
EXISTING FASCIA
8 x 1/2" S.M.S. SPACED
@ 8" O.C. BOTH SIDES
j.
ROOF PANEL
ROOF PANEL TO WALL DETAIL
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.
HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "r. 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. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 4366, SOUTH DAYTONA, FL 32121
TELEPHONE (366) 7674774
FAX (366) 767-6556
COPYRIGHT 2001
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SEAL
PAGE
7-3
SOLID ROOF PANEL PRODUCTS SECTION 7
Table 7.2.5 Allowable Spans for PRO-FAB Composite Panels for Various Loads
Metals USA, Building Products Southeast, Inc.
Manufacturers Proprietary Products:
o2.y Aluminum All 3105 H-14 or H-25 Foam Core E.P.S. 11t Density
3" x 48" x 0.qXeRoof Panel with R Value of 11.58
Open and Partially Enclosed Enclosed Buildings
Wind
Regiong
Maximum Allowable Span Wind
Regiong
Maximum Allowable Span
1& 2
San
3
San
4
San
Max
Cantilever
1 3 2
San
3
San
4
San
Max
Cantilever
100 M.P.H. 164" 17'-2" 16'-7" 4'-0" 100 M.P.H. 15'-3" 1T.1' 16'-6" 4'-0'
110 110 M.P.H. 13'-3" 14'-10" 14'-4' 4'-0'
P.H. 3' 13'-9' 4'-0' 3 120 M.P.H. 12'-2- 13'-7' 13'-2' 4'-0'
11'-10' 13'- 4'-0' 130 M.P.H. 11'-3' 12'-7' 12'-2" T-11'
140 M.P.H. 10'-11' 12'-3' 11'-10' 4'-0' 140 M.P.H. 10'-11' 12'-2" 11'.9" T-8'
150 M.P.H. 10'-2' 11'-4' 10'-11" T-11' 150 M.P.H. 10'-2' 11'-4' 10'-11' T-5"
W. n
4" x 48" x goolt6w Roof Panel with R Value of 15.44
Open and Partially Enclosed Enclosed Buildings
Wind
Region
100 M.P.H.
Maximum Allowable Span Wind
Re iong
100 M.P.H.
Maximum Allowable Span
1 d, 2
Span
16'-10"
3
Span
18'-10"
4
Span
18'-2'
Max
Cantilever
4'.0'
1& 2
Span
16'-9"
3
San
18'-9"
4
San I
18'-1"
Max
Cantilever
4'-0'
110 M.P.H. 15'-5' 17'-2' 16'-7" 4'-0' 110 M.P.H. 14'-6" 16'-3- 16-8" 4'-0"
120 M.P.H. 13'-11' 15'-7' 15'-1 4'-0' 120 M.P.H. 1374-" 14'-11' 14'-5" 4'-W
130 M.P.H. IT-W 14'-7" 14'-l" 4'-0" 130 M.P.H. 12'-5" 13'-10' 13'-5' 4'-0'
140 M.P.H. 12'-0- 13'-0' 13--0- 4'-W 140 M.P.H. 1 11'-11' 13'-4" VLIZA1" 4'-0"
150 M.P.H. 1 V-2" 12'-6' 12'-1' 4'-0' 150 M.P.H. 11'-2' 12'-6"2'-1' T-9"
5" x 48" x Wpnlrkoof Panel with R Value of 19.30
Open and Partial) Enclosed Enclosed Buildings
Wind
Regiong
100 M.P.H.
Maximum Allowable Span Wind
Regiong
100 M.P.H.
Maximum Allowable Span
1 b 2
Span
1V-11'
3
Span
21'-3'
4
Span
1 20'-6'
Max
Cantilever
4'-0"
1 b 2
Span
1V-11'
3
Span
21'-1"
4
Span
2V-5'
Max
Cantilever
4'-0'
110 M.P.H. 77 19'-5' 18'-9' 4'-0' 110 M.P.H. 16'-5' IV-4' 17'-8" 4'-0'
120 M.P.H. 1579' 177' 1T-0" 4'-0' 120 M.P.H. 15'-1' 16'-10' 16'-3- 4'-W
130 M.P.H. 14'-B" 16'-5" 15'-10' 4'-0" 130 M.P.H. 13'-11' 15'-8" 15'-1' 4'-0"
140 M.P.H. 13'-7' 15'-2' 14'-8' 1 4'-0' 140 M.P.H. 13'-6- 15'-1' 14'-7' 4'-0'
150 M.P.H. 12'-7" 14'-1- 13'-7' 1 4'-W 150 M.P.H. 12'-7" 14'-1' 1 13'-7' 4'-0-
4pof 6"
x 48" x " Roof Panel with R Value of 23.16 Open
and Partially Enclosed Enclosed Buildings Wind
Region
gMaximum
Allowable Span Wind Re
ion gMaximum
Allowable Span 1&
2 Span
3
Span
4
San
Max
Cantilever
1
d, 2 Span
3
Span
4
San
Max
Cantilever
100
M.P.H. 20'-11' 23'-5' 22'-7" 4'-0' 100 M.P.H. 20'-10' 23'-3- 22'-6' 1 4'-0' 110
M.P.H. 19'-1' 21'-5' 20'-8' 4'-0" 110 M.P.H. 18--1' 1 2V-2" 19'-6' 1 4'-0' 120
M.P.H. 17"4' 19'-5" 18'-9" 4'-W 120 M.P.H. 16'-7" 18'-T' 17'-11' 4'-0' 130
M.P.H. 16'-2' 18'-1' 1T-6' 4'-0" 130 M.P.H. 15'-5' 1T-3' 16'-8' 4'-0' 140
M.P.H. 14'-11' 16'-9' 16'-2' 4'-0' 140 M.P.H. 14'-10" 16'-7' 16'-1' 4'-0' 150
M.P.H. 13'-10' 15'-6' 14'-11' 4'-0' 150 M.P.H. 13'-10' 15'-W 14'-11" EMETRLS
USRTM Lawrence E. Bennett, P.E. Building
Products southeast, Inc. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.
O. BOX 4365, SOUTH DAYTONA, FL 32121 7815
American way, Groveland, FL 34736 TELEPHONE (386) 767-4774 TEL: (
352) 787-7766 x20Z FAX: (352) 429-2011 TOLL
FREE: 1-800-342-9077 ppeterson@metalsusa.com FAX (
386) 7674556 SEAL
PAGE
Q
COPYRIGHT 2007 NOT
TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7"29
a's •
Lawrence E. Bennett
Civil Engineer & Development Consultant
P.O. Box 214368
South Daytona, F1 32121
386-767-4774
386-767-6556 fax
January 01, 2002
TO ALL BUILDING DEPARTMENTS
Re: "Aluminum Structures Design Manual"
Master File Engineering
Plans Examiner,
This is to certify that the following contractor
is hereby authorized to use my current "Aluminum
Structures Design Manual" for the year 2002.
Superior Aluminum Installations
3005 Forsyth Rd
Winter Park FL 32792
Thank you for your Assistance.
Sincerely,
i
Lawrence,,E Anne , P.E. #16644
f
l y .. ,
C'•
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