HomeMy WebLinkAbout514 Palmetto Ave (3)i, CITY OF SANFORD PERMIT APPLICATION
Permit # : d'1- r a a Date:
Job Address: 451LI PAt.MET110 ME 5A14F-i1t-D-
r
Ft 32-'7-1 1
Description of Work: MflrPA- K C • tC,4 WEc SN.1JFL-- '
Historic District: Zoning: Value of Work: S l2 , tbSp
Permit Type: Building Electrical 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: I 1 Iba
Construction Type: SFN•- # of Stories: I # of Dwelling Units: 1 Flood Zone: (FEMA form required for other than X)
Parcel #: d S • Iq • ?J' 0 , 5 AQ - o-1 CZ " po40 (Attach Proof of Ownership & Legal Description)
Owners Name & Address: Daear m 7 f - rl. 0q., AIfT dt e04COS - FC#'r-VF 7 Phone: Contractor
Name &
Address: dA"*,JW 14Wk&AW a,4T k0 &)D (i> tx-O &%W. 11JfNkt PK. C` 31,769 y State
License
Number: 4CC 03 3 7o q Phone & Fax:
i • 32,q • 3700 % N&7• •f- Contact Person: &9W--*4-P Phone: 42!' 1 347• s 7Od Bonding Company:
Address: Mortgage
Lender:
N tl Address: Architect/
Engineer:
N 10.' Phone: Address: 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 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. Acceptance of
permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS Signature of
caner/AeenPF? . #,fri.,, 9--9ate Signature df Contractor/Agent Date HAI.t7W.
WMNNEY11 Signature of
tary-State of Fki4)13rp PUblil. $t Oro', Florida My cOmltt.
flip, NOV. 11, 2007 Comin. No.
DD 236748 Owner/Agent
is Y Personally Known to Me or Produced ID
APPLICATION APPROVED
BY: Bldg: Zoning: lnit D
te) Special Conditions:
not Contract
r/Agent's Name Signature f
Notary -State of Florida Date REBECCA S.
HEBERT Notary Public,
State of Florida Contractor/Agent
is `Personally IQ"nftge(p, July 23, 2006 Produced ID
n..m No. DD 112241 Initial & Date)
Utilities: Initial &
Date)
FD: Initial &
Date)
Wo,, - 330 5-654
41
Contract and Agreement
ac) NATiONALV
T.
Contract Amount $ I Z so
HoMECRAFIT. Down Payment $ C. y a
Cuce, 0SZS —, . 0a30,r
of
Central Florida Amount of Consolidation $ 4)- 800
Harold Avenue p0 Winter
Park, FL 32789.4646 Total Balance $ ic,9 ;z 5 Phone; (
407) 339.3700 ' Fax: (407) 339-1225 ' Toll Free (877) 929-3700 IMe
the owner(s) of the premises mentioned below, hereby engage and hire you as the contractor, to furnish and install all necessary materials and labor, to install,
construct and place the improvements according to the following specifications, terms and conditions, on and in the premises below described which we warrant
and represent that we have good record title as to owners in our name. Owner'
s Name(s)r AOPC., J • Rc:. _e S t Dui u; Ht-1;..2 a eS Phone 3Z -
7-7 AddressSf( Pylt,r-, .'Al..f-2- City ir r-a-1 StateP-4 Zip_ Descri
ion of Work to be done and materials to be used: Remove
existing roofing material from surface of roof and dry in with 30# felt paper. Remove
existing eave drip from perimeter of home, and replace rotten wood where deemed necessary by contractor. 1-6 up to N,tA sheets of plywood and/or +JI 4linear feet of lumber.(Additional plywood @ $100 per sheet, lumber @ $
5 per linear foot) M11J
t3 Remove and replace/discard existing skylights L27:
Remove existing off ridge vents, turbine vents from roof surface and sheet holes. e(
tall Fi-Foil radiant barrier on entire sloped surface of roof. r,
Vinstall 20 gauge metal purlins; 1" EPS insulation with radiant barrier and taped seams on ant ire sloped surface of roof. D--
Install 29 gauge Solarshield metal roof system on entire sloped surface of roof includi,plumbing boots, (lashings, eave drip,
square vents, and ridge caps. Color to be: e —av l .,.4 i_= Gui ua L4-'
btain all necessary building permits. emove
construction debris from job site. Furnish
lifetime labor and 30-year manufacturers material warranties. G I
Down payment of $ C.3aS o received o Zkel / Wand balance of $3Z r° due upon completion of described
work. * pU er<11.0 -AS P. µ(- Mt e 4 r YC'
1 caner shall be responsible for removal and re -installation of any solar heating panels and satellite dish receivers. M
Owner may have ridge of home vented at their request for up to 1 year from installation of roof. 1G,.
1 L: c1 cn Ft .rTix. i S d Gr_ . Contractor
has public liability insurance. All sub -contractors have certificate of insurance or exemption, at the time services are rendered. The
undersigned contractor agrees to sell and the undersigned buyer(s) (jointly and severally, if more than one) agrees to purchase the above described goods and
services which are to be fumished or used in the modernization, rehabilitation, repair, alteration, or improvement of the real property located at buyers address
given above. National Homecraft reserves the right to assign this contract to another Licensed Contractor at it's discretion. Approximate
Stall Date 2 +y u S Approximate Completion Date Loan
Proposal Buyer(
s) may request seller to arrange a loan in the amount necessary to cover the price under this agreement. If the seller is unable to arrange such a loan, this contract
is automatically terminated. Because
of the large number of sources where the seller may arrange such a loan, and because each of them has various methods of computing the loan cost, it is
impossible to furnish a full disclosure statement as required by law, until such time as seller is able to obtain an 'Agreement to Loan" from one or another financial
source. If the buyer(s) should request the seller to arrange a loan, a fill disclosure statement will be furnished immediately upon obtaining an "Agreement to
Loan'. An "Agreement to loan" from another financial source is customarily secured by mortgage of real estate. p
Based
on the terms of this contract, the repayment of the loan is approximately MM months and the monthly payments are approximately $ (nt• O 1 per
month, (excluding insurance. points. appraisals, property reports, etc. which may or may not be part of your loan, but including finance chargesfnterest based on
the terms of this contract. Q a-C, y 'o.T,l Uf r w_ ( A lice
to Owner A.
Do not sign this home improvement contract in blank. B.
You are entitled to a copy of this contract at the time you sign. Keep it to protect your legal rights. C.
This home improvement contract may contain a mortgage or otherwise create a lien on your properly that could be foreclosed on if you fail to pay. Be sure you
understand all provisions of the contract before you sign. D.
This contract is subject to review and approval by management of National Homecralt and is not valid until approved. Construction
Industries Recovery Fund Payment
may be available from the Construction Industries Recovery Fund if you lose money on a project performed under contract, where the loss results from specified
violations of Florida Law by a State -Licensed Contractor. For information about the recovery fund and filing a claim, contact: Florida
Construction Industry Licensing Board c/o 1940 North Monroe St. Tallahassee, FL 32399.0783 (904) 727-6530 Acceptance-
The prices, specifications and conditions are satisfactory, and are hereby accepted. You are authorized to perform the work as specified. Payment
will be made as outlined above. Notice
of Riaht to Cancel Contract {; You
the buyer may cancel this transaction at any time prior to midnight of the third, business day after the date of this transaction.
See the attached notice of cancellation form fora xpla ation of th • ht. J—,
vl Buyer
r T J Date11 7
Agent
Qay
Datry jj jf Co•Buyar Date [L . (. J Buyer acknowledges
relc eip t of this contract Immediately upo the execution hereof. - f ' ' Florida
Contractors
License # CC C033709/ CG 58168 No Verbal
agreements will be honored. Items ordered must be on contract. This is
a legally binding contract. If not fully understood, seek competent advice.
CITY OF'SANFORD
HISTORIC PRESERVATION BOARD
APPLICATION FOR A
CERTIFICATE OF APPROPRIATENESS
P.O. Box 1788, Sanford, FL 32772-1788
Phone: 407 330-5672 Fax: 407 330-5679
in addition to a Certlflcate of Appropriateness, a building permit may be required. Check with the Building
Department: 467 330.5660. A Certificate of Appropriateness may be required for projects that do not require
a building permit.
1 nls Ger11T1Cate must De prom)
1. General Information
on the building when work is in
Property Owner. ` botow P. lep i&p Property Address: 514 Pe" -MOTTO- AVE.
Mailing Address: W Sl/ . S. O&AW,iA 4Jt Phone Number. T - 3LZ - llN3z
P - 32-1-7 1 Fax Number. z ' —
Agent: W~& A16 /Qfta Al Phone Number. 331 - -3
Address: bay UA4&,P. A". Fax Number 339. 3 700
Downtown Commercial Historic District: g Residential Historic District:
This application is filed in response'to a notice from the Code Enforcement Department
I certify that all information contained in this application Is true and accurate to the best of my
knowledge.
Applicant: Owner.
y
Date: Date:
Please use the attached criteria checklist as a guide to completing the application. Incomplete
applications cannot be reviewed and will be returned to you for more information. You are
encouraged to contact the preservation planner at 407 330-5672 to make sure your application is
complete.
A Certificate of Appropriateness is valid for six months unless otherwise noted
OFFICIAL USE ONLY
Historic Preservation Board Meeting Date: Staff Review Date:
Application is Approved_ Approved, with Conditions Denied
Conditions:
Signed: cr0.. uetQ)' Date: •
FASHA_ENGHstoric Preservation BoardWCertificate of Appropriateness.doc 1.
2. Description of Proposed Work
Application Category: Check all that apply)
Site Impro dements/driveway/walkway Storage shed Moving structures
Replacement windows or doors Underskirting Awnings
New construction/additions Signs Demolition
Roofs/gutters/downspouts AC/Mechanical Fences/Gates/Pergolas
Replacement siding/flooring/porch Paint Other
Completely d Iscribe the entire scope of work: all changes InPg material, color or location to the
exterior of the building, where on the property the work will occur and how the work will be
accomplished I,For large projects, an Itemized list is recommended. Attach additional pages if
necessary.
ca/
Q,, Rk""A L .tom, L) aGt.0 ,`. I. .....
3. Documentation: In order to be reviewed by either the staff or the Historic Preservation Board, applications must be
complete. The documentation listed below must be submitted with the application form. 11 copies of all drawings larger than I I" X
17" and 11 copies of all photos must be submitted.
Paint: Color samples of all colors must be submitted.
Fences/Gates/Pergolas/ Sheds:
A site plan of the property showing the location of the fence, gates and/or pergola. The plan must show the property's
dimensions.
A picture of the:proposed structure. This can be an elevation drawing, sketch, brochure or photo of an existing shed,
fence, gate or pergola provided that the dimensions are included.
A description of the materials that will be used in the project.
Photos of the yards) in which the structure will be placed. (11 copies of each photo must be submitted). I
New construction/additions
Elevation drawings to scale of each facade indicating proposed alterations or additions. Drawing must clearly depict the
existing building and the proposed changes.
Site plan showing lot dimensions, location and dimensions of existing building, location and dimensions of proposed
addition, location of all exterior ground and roof mounted equipment..
Description and/or samples of materials to be used.
Where applicable, drawings and site plan of other improvements such as fences, walkways, lighting, decks, etc.
Photos (11) of
existing
structure.
Awnings/ Signs
Sketch or elevation drawing of the building fagade with proposed sign/awning.
Dimensioned drawing of awning/sign.
Sample of colors.
Site Improvements/driveway/walkway/AC/Mechanical
Site plan showing
Ilot dimensions, location and dimensions of existing building, location and dimensions of proposed
improvements.
Description and/or samples of materials to be used.
Note: AC/Mechanical equipment must be screened by shrubs.
FASHA_EWHistoric F nervation BoardWertificate of Appropriatenewdoc 2.
1
This Instrument Prepared by:
Beckey Hebert
Record & Return to:
Beckey Hebert
National HomeCraft of Central Florida Inc.
800 Harold Avenue
Winter Park, Fl. 32789
Tax Folio No. 5 ' G1' • 36 s%1 c - e,_7o Z 'Co4o
MARYANNE MORSEL CLERIC OF CIRCUIT COURT
SEMINOLE COUNTY
BK 05205 PG 1269
CLERK'S # 2004026465
RECORDED 02/23/2M 03:28:25 PM
RECORDING FEES 6.W
RECORDED BY L McKinley
NOTICE OF COMMENCEMENT
STATE OF FLORIDA
COUNTY OF SF,, I Ua c
THE UNDERSIGNED hereby give notice that improvement will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
1. Description of Property: LgG, 5 i el Lo i 4 +P wrr s L*. S•
l q j>'fta1F170 14VI" . 511s.)r0r20 /rL 2.
General description of improvement: Metal
Re -Roof 3.
Owner information: a.
Fee Simple Titleholder b:
Name: Avaaw-i Address:
511 ---- 416WJ,%+4 ACE 4.
Contractor: sowPrtqi "
FL z -7 National
HomeCraft of Central Florida, Inc. 800
Harold Avenue Winter
Park, Florida 32789 5.
Surety: Not Applicable 6.
Lender: p a.
Name and Address: jCMT1FIED1
C0F;?q MARYANNE
Motu!' r
i,
QLERG_
OF-CIRCUUIITT'000".. I
7.
Persons within the State of Florida designated by Owner upon whom notices or other documents
may be served as provided by Section 713.13(1)(a)7., Florida Statutes: ri
8.
In addition to himself, Owner designates the following person(s) to receive a copy of the
Lienor's Notice as provided in Section 713.13(1)(b), Florida Statues: v/#
4 9.
Expiration date of notice of commencement h ^ 3 O , 2004. Signature)
Signature)
Owner
Name: Cu Q a s -r Dovo 2 u k i• Sr Address: , +
w F(,
w1 372,71 Swornto
and subscribed before me by (2av (os4 avL o (2a1 %,e who produced driver's
licenses) asidentification and who did not take an o th, this ( L'+'' day of 1--9,
ve 2004: Notary Public: .— Paul
E. Stablman Printed Name: , E
S N C o ':commmoa# nnoaoo06 Upft
Dec 29,
MW Commission Number: SN
nF oe &d ' Commission
Expiration: S,
o,,,2b PLAA 3Z'7'71 SEAL n `' AtlaIItit Doa imSCa.10{s
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL DETAIL
i.- t..., , .iii- , _ sw— . i gd-.,
I j
v.q: - i9 I, p i' : ., .`_ i 4 !" Back
Q 7. . r
i
O f
1t'rC)1'dittld' , _.!`Yi.!}ldti
pf 'jK r<k tr3M />r,a.sc: ST
m
E 6TH
rtii'dx
Ili 1i. 1<ol"1 Ad.
E
tiaurmd 1-1.121?1L= 4d1 _ t.,;-7544,
2004 WORKING VALUE SUMMARYGENERAL
25-19-30-5AG-0702- Value Method: Market
Parcel Id: 0040 Tax District: S1-SANFORD Number of Buildings: 1
Owner: KENDRICK ST CLARE C Exemptions: 00- Depreciated Bldg Value: $32,343
HOMESTEAD Depreciated EXFT Value: $0
Own/Addy: RAINES DOROTHY P Land Value (Market): $25,705
Address: 511 S MAGNOLIA AVE Land Value Ag: $0
City,State,ZipCode: SANFORD FL 32771 Just/Market Value: $58,048
Property Address: 514 PALMETTO AVE SANFORD 32771 Assessed Value (SOH): $41,032
Subdivision Name: SANFORD TOWN OF Exempt Value: $25,000
Dor: 01-SINGLE FAMILY Taxable Value: $16,032
2003 VALUE SUMMARY
SALES Tax Value(without SOH): $652
Deed Date Book Page Amount Vaclimp 2003 Tax Bill Amount: $319
WARRANTY DEED 01/1977 01149 0971 $18,500 Improved Savings Due To SOH: $334
2003 Taxable Value: $15,267
Find Comparable Sales within this Subdivision
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LAND
LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth
Land Unit Land
g p Units Price Value LEG S 40 FT OF LOT 4 + ALL LOT 5 BLK 7 TR 2
TOWN OF SANFORD
FRONT FOOT &
97 117 .000 265.00 $25,705
DEPTH PB 1 PG 59
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1920 3 1,240 1,016 SIDING AVG $32,343 $55,052
Appendage I Sqft SCREEN PORCH FINISHED / 147
Appendage / Sgft UTILITY UNFINISHED / 77
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
purposes.
Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value, http://
www.scpafl.org/pls/web/re_web.seminole_county title?parcel=2519305AG07020040... 2/9/2004
CLASSIC
RIB PANEL,
Metal Roofing System
OF CENTRAL
800 HAROLD AVE.
WINTER PARK, FL.32789'
NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET
OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
1. BASIC WIND SPEED - 120MPH.
2. WIND IMPORTANCE FACTOR - 1.0
3. WIND EXPOSURE - CATEGORY (B)
4. INTERNAL PRESSURE COEFFICIENT = A8
5. COMPONENTS AND CLADDING - (27.19/ 36.43)PSF.
STRUCTURAL DESIGN SERVICES
531 South S.R. 434 Suite'2005
Altamonte Springs, FL 32714
SDS Phone (407) 290-2799
fax (407) 290-2953
WP120
Ken Ehlers, P. E.
Licensed Professional
Engineer No. 18243
531 S. SR. 434, STE. 2005
Altamonte Springs, FL 32714
Phone (407)-290-2799
i No. 18243
fS ONAI E\•.
TABLE OF CONTENTS
GENERALTERMS.......................................................................
INSTALLATION INFORMATION ........................__........_......_...
INTERMEDIATE LOCATION CONNECTION ..................
EAVE / OVERHANG CONNECTION
1.
2
4
RAKE / GABLE CONNECTION .... ............................................................................... 5 AND 5A
RIDGECONNECTIQN. ...................................................................•................................. is
HIPCONNECTION. .............................................................................................. ...............
VALLEY PITCH BREAK CONNECTION.................................................................8
SPECIFICATIONS......................................................... 9
SECTION PROPERTIES & LOAD TABLES .................................. '.'...................._10
SIDEWALL FLASHING DETAIJ..................................................................................... 1
HEADWALL FLASHING DETAJL.................................................••--...........................12
ROOFSLOPE 1:12 TO 2:12--------------------------------------------•---------=---------------------------------13
METAL ROOF PIPE FLASHING ................................................................................. 14
GOOSENECK VENT INSTALATION.......................................................... 1............. 15 .
METAL ROOF LEAD BOOT FLASHING--------------------- -- -..................... ..16
CLASSIC Ken Ehlers P. E. WIf"It,
RIB PANEL
Licensed Professional .` E ..
ttr sEngineerNo. 18243;
Metal Roofing System 531 S. SR. 434, STE. 2005 : + ;
No 1 AI10 Altamonte Springs, FL 32714
ACDAc Phone(407)-290-2799 PN
su*
U10Y1GNOTE: OF
CENTRAL FLORIDA, INC. THIS STRUCTURE HAS BEEN DESIGNED 4NAt TO
MEET OR EXCEED THE 120 M.P.N. AVE.,
BTERPAIDAVE. WINTER PARK,
FL.32789 WIND REQUIREMENTS OF SEC. 1606 OF THE FLORIDA
BUILDING CODE 2001 EDITION. FOR MORE
INFORMATION ABOUT THIS AND OTHER PRODUCTS VISIT: Corpora4teOrme mum
8
i
935 wwwin"alwCom
F- GENERALTERMS
1. RAKE / GABLE
2. EAVE / OVERHANG
3. CHIMNEY
4. CRICKET
5. VALLEY
6, RIDGE
7. HIP RIDGE
8. ENDWALL FLASH
9. PITCH BREAK
10. SIDEWALL FLASH
CLASSIC Ken Ehlers, P. E.
RIB PANEL
Licensed Professional
E "
Engineer No. 18243 F
Metal Roofing Systemgy 531 S. SR. 434 STE. 2005 1urF• RN
NNOTE:
OF
A910 Altamonte Springs, FL 32714 No. 18243
I Phone (407)-290-2799
5Zk1FOF0
CENTRAL FLORIDA, INC. THIS STRUCTURE HAS BEEN DESIGNED
TO MEET OR EXCEED THE 120 M.P.H. WIND
s00
TER ROLDPARK, L.32WINTERPARK, FL.32789 REQUIREMENTS OF SEC. 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
Page
1
INSTALLATION INFORMATION
STITCH SCREW
WOODSCREW
WOODSCREW
I
WOODSCREW
STITCH SCREW (RECOMMENDED AT ALL SIDE LAPS ON ROOF ONLY.)
1 6
FASTENERS RECONENDED AT ONE SIDE OF MAJOR RIBS.
SLOPE ....................... The minimum recomended slope for any Classic Rib Panel roofing panel Is 3:12. Lesser slopes must use an extended valley
and flasshing system, but no roof slope shall be less than 1:12.
SUBSTRUCTURE........... Classic Rlb Panel Is designed to be utilized over open structural framing, but can easily be used with a solid substrate.
To avoid panel distortion, use a properly alligned and unlfrom substructure.
COVERAGE.... ............ . Classic Rib Panel panels are available In a 36' with a 5/8" rib height.
LENGTH Lenghts under 4'-0' are available with some cutting restrictions. Maxlmun recomended panel length Is 45'-0'.
Longer panels require addittional consideration In packaging, shipping, and erection. Consult Metal Sales for Recommendations.
AVAILABILITY...............29 guage.
APPLICATION. ............... Commercial, Architectural, and Residential panel.
FASTENING SYSTEM...... Direct Fasten (exposed)
FASTENERS ................The fastener selection guide should be consulted for choosing proper fasteners for specific applications. Quantity
and type of fastener must meet necessary loading and code requirements.
MATERIALS ..................Galvalume or Galvanized. .-
FINISH........................Colorfast 25 . See Solutions brochure for color selection. Considorations for crushing of bearing surface may be required.
CLASSIC Ken Ehlers, P. E.
RIB PANEL
Licensed Professional ,"" HH t ' Engineer No. 18243 ; ..•••• ..
Metal Roofing System 531 S. SR. 434 STE. 2005 r' G F sAIIOr •
Altamonte Springs, FL 32714 No.,6243 _ =
OMECR4I- Phone (407)-290-2799
S>x1EO
OF CENTRAL FLORIDA, INC.
i ORD .
THIS STRUCTURE HAS BEEN DESIGNEDJ'/ANALTOMEETOREXCEEDTHE120M.P.H. WIND , BLOAVE.
WINTERTERPARK. K, FL.32789 REQUIREMENTS OF SEC. 1606 OF THE FLORIDA
BUILDING CODE 2001 EDITION. Page
2
INTERMEDIATE LOCATION CONNECTION
5) #10 x 1" SMS w/
EPDM WASHER
PAINTED TO MATCH ROOF
PRO -PANEL it
ROOF PANEL -
FXI.C:ZTINC4 ACPWAI T
ROOF DECKING
4- Y-1JIjK N . 41 ' O.C. A ORE D
THROUGH I - I ASPHALT
ROOFING IN O CKING w/
10 x 1', OR EQUIVAL
AL POSE SCREW, PER SCHEDULE
SEE PAGE 9.
CROSS SECTION OF TYPICAL INTERMEDIATE LOCATION
OVER EXISTING SHINGLED ROOFDEeK
PRO -PANEL II #
10 x 1" ROOF PANEL --\—
WOOD ZAC
NOTE: USE PLASTIC CAP SIMPLEX NAILS
ON FELT PAPER TO AVOID OXIDATION T
ROOF PANELS
RADIANT BARRIER 0R--
N SUBSTRUCTURE
N$TE'3 A•R AI Iry -.-I r_yTC,-+, ^-vim €-P'S-B{-74'R'B-l'YI U"tI'B L RE.
CLASSIC Ken Ehlers, P. E. J. RIB PANEL icensed Professional ""' . .,,
5TIS. nI........... to Metal Roofing System
ineer No. 18243 F ,
SR. 434, STE. 2005i A ltamonte Springs, FL 32714 - No. 18243 '; • -
np E plc
lll/11YY fll-1f
Phone (407)-290-2799
SDITFpFY
OF CENTRAL FLORIDA. INC.
NOTE: - A
THIS STRUCTURE HAS BEEN DESIGNED
800 HAROLD AVE. TO MEET OR EXCEED THE 120 M.P.H. WIND
WINTER PARK. FL.32789 REQUIREMENTS OF SEC. 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
Page
3
41 EAVE / OVERHANG CONNECTION
CLASSIC RIB EXISTING ASPHALT
ROOF PANEL ROOF SHINGLES
3" WIDE FACE 26 GA.
DRIP EDGE ATTACHED TO
TOP SIDE OF "Z" PRULIN
w/ PANCAKE HEAD FASTENER.
4) FASTENERS PER 12'-0" SECTION.
OFt ROOF DECKING
3/4" x'1''"-k1-3/4" x 20GA. S3 EE-L
Z" PURLIN 4 " O.C. Ay.QRORED
THROUGH EXI 'ASPHALT
ROOFING INTO ROOF ING w/
10 x 1" SMS'R EQUIVALE
ALL PURF2 OSE SCREW, PER SCHEDULE
SEE PAGE 9.
CROSS SECTION OF TYPICAL EAVE / OVERHANG
OVER EXISTING SHINGLED ROOF O
CLASSIC RIB
ROOF PANEL
10 x 1"
WOOD ZAC
DRIP EDGE
tADANT BARRIER 0TZ—
SUBSTRUCTURE
NOTES:
ape all joints of eps foam insulation board using 2" wide foil tape, XincITuding the top edge of the drip edge.
2. Attach drip edge to roof deck w/ pankcake head fasteners.(4) per 12'-0" section.
3. Attach panel at eave with #10 x 1" wood zacs, per manufacturers specifications.
4. Drip edge is used as a decrative coping and is non structural
1/4" min. lap on splice joints.
CLASSIC Ken Ehlers, P. E.
RIB PANEL
Licensed Professional E HE ', Engineer No. 18243
531 S. SR. 434, STE. 2005
14,. .. e
iF.RN= NA)10
Metal Roofing System r`;''ir t
Altamonte Springs, FL 32714 No. 18243 + =
HOME min Phone (407)-290-2799
OFoo'•..
OF CENTRAL CENTRAL FLORIDA, INC.
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED
qA>
TO MEET OR EXCEED THE 120 M.P.H. WIND
sT RPARK.
KAROLD
L.32VE. WINTER PARK, FL.32789 REQUIREMENTS OF SEC. 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
Page
4
I e-7
71 RAKE / GABLE CONNECTION .
CLASSIC RIB
RAKE TRIM ROOF PANEL
J" CHANNE
E-RS'FOAl01-f UCAT1"O-M
ROOF DECKING
10 x 1" SMS OR EQUIVALENT
ALL PURPOSE SCREW
PANCAKE HEAD FASTENER
CROSS SECTION OF TYPICAL RAKE / GABLE
OVER EXISTING SHINGLED ROOF OR-NE-W-WeOD-ROOF-DE-eK
CLASSIC RIB .
ROOF PANEL
RAKE Tf
J" CHAP
DRIP EDGE
NOTES:
Tape all joints of eps foam insulation board using 2" wide foil tape,
including the top edge of the drip / rake trim.
RADIANT BARRIER —OR
E P-S-F6A1v"f4 SU I=AzRCQiN
3STRUCTURE
2. Install rake trim to top side of drip trim and flush on outside edge.
Allow rake trim to overhang 1" on eave of roof or equal measurement of roof panel overhang.
CLASSIC Ken Ehlers, P. E.
RIB PANEL Licensed Professional
E H
Metal
Engineer No. 18243 ,........ F .
531 S. SR. 434, STE. 2005AI10RoomSystem
Altamonte Springs, FL 32714 No.,az43
HOME RAF I,. Phone (407)-290-2799 * =
OF CENTRAL FLORIDA, INC.
7; SUTE OFNOTE: :moo`•.
THIS STRUCTURE HAS BEEN DESIGNED " ' ..Afl,.'``'.`
fX16""' aAAVE. WINTERPARK, RK,
FL.32789 TO MEET
OR EXCEED THE 120 M.P.H. WIND ,, 0A , REQUIREMENTS OF
SEC. 1606 OF THE " FLORIDA BUILDING
CODE 2001 EDITION. Page 5
RAKE / GABLE CONNECTION ON SOLID DECKING
CLASSIC RIB
ROOF PANEL
RAKE TRIM
J" CHANNEL
DRIP EDGE
SOLID ROOF D KING
10 x 1" SMS O EQUIVALENT
ALL PURPOS SCREW 4' O.C.
CROSS SECTION OF ZOODAPICAL RAKE / GABLE
OVER EXISTING OR NEW ROOF DECK
CLASSIC RIB #10 x 1" SMS OR EQUIVALENT
ROOF PANEL / ALL PURPOSE SCREW 4' O.C.
RAKE TRIM ,
J" CHANNEL
DRIP EDGE
NOTES:
SOLID ROOF DECKING
1. Tape.all joints of ep foam insulation board using 2" wide foil tape,
including the top edg of the drip / rake trim.
2. Install rake trim o top side of drip trim and flush on outside edge.
Allow rake trim t overhang 1" on eave of roof or equal measurement of roof panel overhang.
CLASSIC Ken Ehlers, P. E.
RIB PANEL
Licensed Professional Engineer .•• ••. F ,
No.18243 :-G011FICg F •'• ` "
IONA10171 Metal Roofing System
521 SR 434
Altamonte Springs, FL 32714 = `
No. i*2a3 -
HOMECRAFIn Phone (407) 682-4187 . SSUTEOF
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED800HAROLDAVE.
WINTER PARK, FL. 32789 TO MEET OR EXCEED THE 120 M.P.H. WIND
REQUIREMENTS OF SEC. 1606 OF THE ,
FLORIDA BUILDING CODE 2001 EDITION.
Page
5A
RIDGE CONNECTION
CLASSIC RIB.
ROOF PANEL
5 O\-k
FzP
s
RADIANT BARRIER
np I=RS Inlci ii nTi l
RIDGE FLASHING
ROOF DECKIN
10 x 1-1/2"
WOOD ZAC
CROSS SECTION OF TYPICAL RIDGE CONNECTION
OVER EXISTING SHINGLED ROOF K
WOOD ZAC
CLASSIC RIB
y,7¢ 4 trot 7 c ;lasSa°'i,4 C
t2tet,G Y
O \t faust t64i F
RADIANT BARRIER -
TRUSS OR RAFTER
SUBSTRUCTURE
NOTES:
1. Stop panels 2" from center line of ridge.
2. When ridge substructure has been removed for ventilation, install
synthetic baffle material in open area.
3. Attach ridge flash with #10 x 1-1/2" Wood Zac fasteners 18" O.C.
Install fasteners at every other high rib in the panel to avoid dimpling the ridge flashing.
Ken Ehlers, P. E.
CLASSIC Licensed Professional H
RIB PANE Engineer No. 18243
531 S. SR.434 STE.20054MetalRoofingSyste
S rin s FL 327141? g '- IO Altamonte No. 1*243
p NOA Phone (407)-290-2799 q . Setif OFECI.. THIS STRUCTURE HAS BEEN DESIGNED
800 HAROLD AVE. TO MEET OR EXCEED THE 120 M.P.H. WIND
WINTER PARK, FL. 32789 REQUIREMENTS OF SEC. 1606 OF THE lilt
FLORIDA BUILDING CODE 2001 EDITION.
Page
6
f HIP RIDGE CONNECTION
CLASSIC RIB
ROOF PANEL
RADIANT BARRIER
G-R N
RIDGE / FLASHING
ROOF DECKIN
10 x 1-1/2"
WOOD ZAC
CROSS SECTION OF TYPICAL HIP RIDGE CONNECTION
OVER EXISTING SHINGLED ROOF OR N€O@B'R'OCOF-01
RIDGE / HIP FLASHING
10x'
WOOF
CLASSIC RIB
ROOF PANEL
RADIANT BAR
CP_&Pfts NOTES:
1.
Bevel cut panels to match slope of hip and install. 2.
When hip ridge substructure has been removed for ventilation, install synthetic
baffle material in open area. SUBSTRUCTURE
3.
Attach ridge flash with #10 x 1-1/2" Wood Zac fasteners 18" O.C. Install
fasteners at every. other high rib in the panel to avoid dimpling the ridge flashing CLASSIC
Ken
Ehlers, P. E. Licensed
Professional E
N < IMEngineerNo. 18243 RIB
PANEL 531 S. SR. 434, STE. 2005 Who
WlAltamonte Springs, FL 32714 = . No. 18243 = MetalRoofingSystePhone (407)-290-2799 HOECRAFI, =
5>> = NOTE:
oRm.._..
THISSTRUCTUREHASBEENDESIGNED ff O0 `E; 800HAROLDAVE. TO MEET OR EXCEED THE 120 M.P.H. WIND WINTER
PARK. FL. 32789 REQUIREMENTS OF SEC. 1606 OF THE"' FLORIDA
BUILDING CODE 2001 EDITION. Page
7
4>1 VALLEY CONNECTION
VALLEY FLASHING
CLASSIC RIB
ROOF PANEL
10 x 1-1/2"
WOOD ZAC
RADIANT BARRIER
ROOF DECKING
CROSS SECTION OF TYPICAL VALLEY CONNECTION
OVER EXISTING SHINGLED ROOF OR 6rD ROOF E) K
RADIANT BARRIEF
AT (
SUBSTRUCTURE
VALLEY rLr or Iiivv
NOTES:
1. Bevel cut panels to match slope of valley and install.
2. When valley substructure has been removed for ventilation, install
synthetic baffle material in open area.
CLASSIC RIB
ROOF PANEL
1/2"
ZAC
3. Attach valley flashing with #10 x 1-1/2" Wood Zac fasteners 18" O.C.
Install fasteners at every other high rib in the panel to avoid dimpling the flashing.
Ken Ehlers, P. E.
CLASSIC Licensed Professional
RIB PANEL
Engineer No. 18243
531 S. SR. 434, STE. 2005
F '-
s -
Altamonte Springs, FL 32714
Y``:.,VJLFIC+rE
r . No. 18243 • _
NABtoit Metal Roofing System Phone (407)-290-2799 STATE OF
p H"" ECRAF
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED
f ` fZOeD :
FSJ/OVALTOMEETOREXCEEDTHE120M.P.H. WIND
800 HAROLD AVE. REQUIREMENTS OF SEC. 1606 OF THE
WINTER PARK, FL. 32789 FLORIDA BUILDING CODE 2001 EDITION.
Page
SCHEDULE OF ANCHOR SPACING FOR Z - PURLIN FRAMING
a
1. SCHEDULE OF # 10 SCREW SPACING INTO TRUSSES
WIND ZONE / APPLIED L AD
VALUES LISTED ARE MPH / # / SO RESPECTIVELY
Z - BAR. LOCATION ON ROOF 120/29 135/ 37 140 / 40
A. EDGE OR RIDGE 1 @ 2'-0" 1 @ 2'-0/ 2 @ 2'-0"
B. INTERIOR PURLINS 2 @ 2'-0" 1 2 @ -0"
2. SCHEDULE OF # 10 SCREW SPACING INTO 1/2" 4-PLY /
LISTED
OSB.
OR 3/4" SOLID WOOD DECKING.
APPLIED LOAD
VAU MPH / # / SF RESPECTIVELY
Z - BAR LOCATION ON ROOF 1 / 29 135 / 37 140 / 40
A. EDGE OR RIDGE 1" O. C. 10" O. C. 8" O. C.
B. INTERIOR PURLINS 6" O. C. 6" O. C. 4" O. C.
3. SCHEDULE OF # 12 SCREW SPACING INTO RUSSES
WIND ZONE /APPLIED LOAD
VALUES LISTED ARE MPH / # / SF RESPECTIVELY
0
Z - BAR LOCATION ON ROOF 120 / 29 1 135/ 37 140 / 40
A. EDGE OR RIDGE 1 @ 2'-0" 1 @ 2'-0" 1 @ 2'-0"
B. INTERIOR PURLINS 2 @ 2'-0" 2 @ 2'-0" 2 @ 2'-0"
SCHEDULE OF # 12 SCREW S ACING INTO 1/2" 4-PLY CDX, 7/16" OSB.
OR 3/4" SOLID WOOD DECKI G.
WIND ZONE /APPLIED LOAD
VALUES LISTED ARE MPH / # / SF RESPECTIVELY
Z - BAR LOCATION ON ROOV I 120 / 29 135 / 37 140 / 40
A. EDGE OR RIDGE 12" O. C. 11" O. C. 9" O. C.
B. INTERIOR PURLINS Z 6" O. C. 6" O. C. 4" O. C.
NOTES:
1 THE TABLES A13 V /ASSUME TRUSS SPACING OF 2'- 0' O. C..
2. MAXIMUM PRU N/SPACING 48' O. C.
3, SCREWS S LL BE S.M.S. OR MULTIPURPOSE SCREWS AND LENGHT
SHALL BE FFICENT TO PENETRATE THE RAFTERS OR TRUSS MEMBERS 1-114'.
SHEATHI SHALL BE PENETRATED SO THAT THE FULL SCREW DIAMETER IS
EXPOSW AT THE UNDERSIDE OF THE SHEATHING.
CLASSIC Ken Ehlers, P. E.
Licensed Professional "E"H'
RIB PANEL Engineer No. 18243 F
531 S. SR. 434, STE. 2005 : `'1 IC lfrWINTERMeta/ Roofing System Altamonte Springs, FL 32714 .: No ,sza3
Phone (407)-290-2799
SUhOFNOTE:
THIS STRUCTURE HAS BEEN DESIGNED2789TOMEETOREXCEEDTHE120M.P.H. WIND
REQUIREMENTS OF SEC. 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
Page
9
ALLOWABLE SPANS FOR ROOF PANEL SYSTEMS
SECTION PROPERTIES
PANEL
Ix
DEFLECTION
Sx
BENDINGGUAGECOEFFICIENT
A 29 0.0065 0.0140
26 0.0086 0.0159
NOTES: 1. Span based on deflection limit of L / 100.
2.Sx=1x/Cy
36" x 5/8" x 29 GA. GALVALUME ROOF PANEL
WITH 3/4" SOLID INSULATION BOARD
LOAD CONDITIONS SPAN CONDITIONS
WIND LOAD
MPH)
APPLIED
LOAD (# / Sq. Ft.) ONE SPAN TWO SPAN THREE SPAN FOUR SPAN
120 29 4'-0" 4'-0" 4'-0" 4'-0"
130 35 4'-0" 4'-0" 4'-0" 4'-0"
140 40 4'-0" 4'-0" . 4'-0" 4'-0"
150 46 2'-9" 2'-9" 2'-11" 2'-11"
160 52 2'-7" 2'-7" 2'-9" 2'-9"
36" x 5/8" x 26 GA. GALVALUME ROOF PANEL
WITH 3/4" SOLID INSULATION BOARD
LOAD CONDITIONS SPAN CONDITIONS
WIND LOAD
MPH)
APPLIED
LOAD (# / Sq. Ft.) ONE SPAN TWO SPAN THREE SPAN FOUR SPAN
120 29 4'-0" 4'-0" 4'-0" 4'-0"
130 35 4'-0" 4';0), 4'-0" 4'-0"
140 40 4'-0" 0" 4'-0" 4'-0"
150 46 3'-2" T-2" 3'-7" 3'-5"
160 52 2'-11" 2'-11" 3'-3" 3'-2"
CLASSIC Ken Ehlers, P. E.
Licensed Professional
RIB PANE Engineer No. 18243 ,.• F ",
531 S. SR. 434, STE. 2005WfiolWiMeta/ Roofing Syste ltamonte Springs, FL 32714 _ . ; No. 18243
Phone (407)-290-2799 -
7; ' STATE OF
OMEnA p IRAF1..
NOTE: Per` RORDI
THIS STRUCTURE HAS BEEN DESIGNED :FfJ70hAl800HAROLDAVE. TO MEET OR EXCEED THE 120 M.P.H. WIND
WINTER PARK, FL. 32789 REQUIREMENTS OF SEC. 1606 OF THE
1'"11'
FLORIDA BUILDING CODE 2001 EDITION.
Page
10
SIDEWALL FLASHING DETAIL
WALL / CU
COUNTER FLASHING RINGLET OR
SKYLIGHT FACTORY CURB FLASHING
FASTENER (BY OTHERS)
SIDEWALL FLASHING
FIELD CUT TO HEIGHT)
STITCH SCREW V-0" O.C.
TYPICAL)
CONTINIOUS TAPE SEA
CLASSIC RIB
ROOF PANEL
1
FLASHING PROFILE
CLASSIC Ken Ehlers, P. E.
Licensed Professional
RIB PANEL Engineer No. 18243 ...•••••..., F -,
531 S. SR. 434, STE. 2005 ;
WIi0 Metal Roofing Systerr
r`:'
EA1 IrF•.RN":
Altamonte Springs, FL 32714 - .: No. 18243
n RA HOME RAF (,.
Phone(407)-290-2799 9. SiATEOF
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED
800 HAROLD AVE. TO MEET OR EXCEED THE 120 M.P.H. WIND
WINTER PARK, FL. 32789 REQUIREMENTS OF SEC. 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
HEADWALL FLASHING DETAIL
COUNTER FLASHING RINGLET OR
SKYLIGHT FACTORY CURB FLASHING
WALL/ CURFASTENER (BY OTHERS) 4/
HEADWALL FLASHING FIELD
CUT TO HEIGHT) STITCH
SCREW 1'-0" O.C. TYPICAL)
CONTINIOUS
TAPE SEALANT SELF
DRILLER SCREW 6
v
H.
F- UU
pW
J2
FLASHING
u— SPECIFY
PROFILE
ANGLE HEM
6"
Ken
Ehlers, P. E. CLASSICLicensed
Professional Engineer
No. 18243 ..•••• •. F '-, RIB
PANEL 531 S. SR. 434, STE. 2005 : `r•; '
FF
irF., s Altamonte
Springs, FL 32714 = * No. 18243 . = NAI10Meta/ Roofing System Phone (407)-290-2799 - OME
RAF I.. sU1f
of i.
ROR THOISSTRUCTUREHASBEENDESIGNED...... 800
HAROLD AVE. TO
MEET OR EXCEED THE 120 M.P.H. WIND REQUIREMENTS
OF SEC. 1606 OF THE WINTER
PARK, FL. 32789 FLORIDA BUILDING CODE 2001 EDITION. Page
12
ROOF SLOPE-1:12 to 3:12 SYNTHETIC SOLDERED SEAM
STITCH SCREW
SM5227 "TACKY TAPE" BUTYL TAPE SEALANT
ASTM E 1646 CERTIFIED / AAMA 804.3 & 807.3 1:12 TO 1.50 :12 12" O.C.
I / 1.51:12 TO 3: 12 24" O.C.
WOODSCREW
WOODSCREW
WOODSCREW
STITCH SCREW (RECOMMENDED AT ALL SIDE LAPS ON ROOF ONLY.)
FASTENERS RECONENDED AT ONE SIDE OF MAJOR RIBS.
TACKY TAPE" BUTYL TAPE SEALANT - fVSM5227"TM E 1646 CERTIFIED / AAMA 804.3 & 807.3
CLASS I C Ken Ehlers, P. E.
Licensed Professional
RIB PANE Engineer No. 18243 F'.
N-- 531 S. SR. 434, STE. 2005
A' 10 Metal Roofing System Altamonte Springs, FL 32714 No iazas
H1tA p' OME
Phone (407)-290-2799
o:, '
A=
SUTF OF
800 HAROLD
NOTE:
STRUCTURE HAS BEEN DESIGNED
moo.
AVE.
WINTER PARK, F1a789 TOIMEETT OR EXCEED THE 20 M P.H. WIND`•OkAt
REQUIREMENTS OF SEC.
ENG\`
1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
13 1
i
G4 METAL ROOF PIPE FLASHING
MOUNT PIPE FLASHING ON A CONTINIOUS
BEAD "NP-1" SEALANT TO THE BOTTOM OF
THE BASE, MOLD THE FLEXIBLE BASE TO
THE PANEL CONTOURS AND FASTEN WITH
1
A io4
HOMECRAF_ I..
800 HAROLD AVE.
WINTER PARK. FL. 32789
Page
14
CLASSIC Ken Ehlers, P. E. E'.. Licensed Professional
RIB PANEL Engineer No. 18243
F
531 S. SR. 434, STE. 2005
Metal Roofing System Altamonte Springs, FL 32714
No*243 -
Phone (407)-290-2799 P . STATE OF
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED
J"
IUNAt
TO MEET OR EXCEED THE 120 M.P.H.
WIND REQUIREMENTS OF SEC. 1606
OF THE FLORIDA BUILDING CODE 2001 EDITION.
GOOSENECK VENT INSTALLATION
MOUNT GOOSENECK ON A CONTINIOUS
BEAD "NP-1"SEALANT TO SUBSTRATE
AND BETWEEN TOP PERIMETER OF FLASHING
AND CLASSIC RIB PANEL ROOF
CONTINIOUS BEAD "NP-1" SEALANT -
AROUND PERIMETER
10 STITCH SCREW
2" O.C. MAX.
Ken Ehlers, P. E.
Licensed Professional
e "
F •• 1.
Engineer No. 18243
531 S. SR. 434, STE. 2005 r'. 9,1WC4TF,RN
AI lW CLASSIC
iO
RIB PANEL
Altamonte Springs, FL 32714
P1,one 40>-290-2799
No. 18243
ro. SIATE OF
OMECRAFI,. NOTE:
AzofXs/ONapE\` Metal Roofin9 S steY THIS STRUCTURE HAS BEEN DESIGNED
aT PARK. L. 3WINTERPARK. FL. 32789 TO MEET OR EXCEED THE 120 M:P.H.
WIND REQUIREMENTS OF SEC. 1606
Page
15
OF THE FLORIDA BUILDING CODE 2001 EDITION.
a
METAL ROOF LEAD BOOT PIPE FLASHING
MOUNT PIPE FLASHING ON A CONTINIOUS
BEAD "NP-1" SEALANT TO THE BOTTOM OF
THE BASE, CUT HOLE IN ROOF PANEL AND
SET ON A CONT. BEAD OF"NP-1" SEALANT
LEAD BOOT TO BOTTOMOF PANEL)I
FOLD LEAD BOOT OVER AND INTO
PLUMBING VENT. (TRIM AS EEDED)
TYPICAL LEAD BOOT OVER
PLUMBING VENT 6R PIPE
VARIES IN SIZE
n
CONTINIOUS BEAD POLY -BUTYL SE
AROUND PERIMETER OF BOOT
Ken Ehlers, P. E.
CLASSICLicensed Professional ;' ... • . t
RIB PANEL
Engineer No. 18243
531 S. SR. 434, STE. 2005 _ , : No.18243
Altamonte Springs, FL 32714NA110MetalRoofingSystePhone (407)-290-2799 ;moo .. >FOF
p HOME fl/'1T I•,
NOTE: FJ
OBtD',,
THIS STRUCTURE HAS BEEN DESIGNED
TO MEET OR EXCEED THE 120 M.P.H.
800 HAROLD AVE. WIND REQUIREMENTS OF SEC. 1606
WINTER PARK. FL. 32789 OF THE FLORIDA BUILDING CODE 2001 EDITION.
Page
16