219 W 5 St - BR08-000780 (replace tongue and grove on front porch) documentsCITY OF SANFORD, PERMIT APPLICATION
Q /
Application #
Y: 8 — ` _ Submittal Date: 5 /0
Job Address:Value of Work: S 00
Q'ParcelID: o`Zrj— CA- 30 579 C-,,- 0105 Zoning: 11 'W.\ istoricDistrict:
Description of Work:
n °t I VI ofcx V°Q -ov U-
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign
Electrical: New Service - # of AMPS Addition/Alteration
Mechanical: Residential Non -Residential . . ' Replacement
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines
Plumbing/New Residential: # of Water Closets
Occupancy Type: Residential-Va", Commercial Industrial
Construction Type: # of Stories: # of Dwelling Units:
Change of Service Temporary Pole
New (Duct Layout & Energy Calc. Required)
of Gas Lines
Plumbing Repair -Residential Commercial
Occupancy Use Group(s):
Flood Zone: (FEMA form required)
r..........................I..................................................
I...........................
Property Owner: G.L oyLj—t )S.y `( C t O Contractor: Address:
a Cl !` 5 Address:
Phone:
LD 2 - q3O- aal () E-mail:S'JSQnnP-6,V,9 (DUCkLI(Xi ,,C061Phone: State License Number: Bonding
Company: Mortgage Lender: Address:
Architect/
Eagineer: Address:
Plan
Review Contact Person: Address:
Phone:
Fax: Phone:
Fax:
E-
mail: 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. 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 maybe additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. permit
is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 1dO
Fob
Sigffature
of Notary -State of Flonda SGeJaty
16 ,r .0
Owner/
Agej is onall wfi to Mar Producg
O
APPROVALS:
ZONINL`2Special
Conditions: Rev07.
07 ffdliil!!{9111 W Signature
of Contractor/Agent Date Print
Contractor/Agent's Name Signature
of Notary -State of Florida Date Contractor/
Agent is — Personally Known to Me or Produced
ID FD:
ENO: BL G: 3q
Eon
FASTENER-GUIDE
Some Frequently asked questions
1. Which should I use — screws or nails?
While nails may be cheaper, in general, screws are the better choice for attaching metal panels to wood. Screws
will typically provide a tighter grip, while nails tend to loosen over time. As the nails loosen, the opportunity for a
leak to occur at the nail hole increases. If you use nails, use those that are designed for metal rooting; they
should be hot -dipped galvanized and should have neoprene washers. Screws provide better water tightness over
time. Nails can also cause damage to the panels during installation. Dimples caused by nailing provide an area for
water to siphon, resulting in leaks. Finally, removing a nail is much harder than removing a screw. If you have to
remove a nail, you will probably damage the panels. (See Drawing)
The screw is on the left,
and the nail is on the right
2. How can I estimate the number of fasteners I will need for my project?
Estimate 80 fasteners per square (100 Sq. Ft.) This should allow for damage and loss.
3. Should I pre -drill my screw holes?
Pre -drilling can aid in the placement of fasteners and the speed with which they are installed. However, by pre -drilling, metal
shavings can be created. Be sure to clean off any shavings immediately to avoid corrosion on your panels.
4. Where should I install my fasteners: in the flat of panel or the top of rib?
The type of panel and fasteners you select to use will be determining factors in the correct installation of fasteners. Union
Corrugating Company publishes specific installation instructions for each of its panels. Please refer to our installation
instructions for specific fastening diagrams for each panel. (See illustration below.)
MASTERRIW RECOMMENDED FASTENING PATTERN FOR 1-1/2" SCREWS
SCREW FASTENERS - EAVE, RIDGE & ENDLAPS SCREW FASTENERS - INTERMEDIATE
MASTERRIB`" RECOMMENDED FASTENING PATTERN FOR 1-3/4" NAILS
5. What length of fastener should 1 use?
When fastening through the rib, the fastener should penetrate approximately 1" into the framing member. When fastening
through the flat, a 1" fastener is generally appropriate. Never allow the fastener to fully penetrate the framing
member because this could cause a leak.
6. How tightly should i install the fasteners? NAILS ONLY
See illustration.)
7. What type of fastener should I use with GalvalumO" panels?
While you can use regular galvanized screws with bare galvalume, we
recommend Long Life Ultimates. These screws have a zinc -alloy die UNDER DRIVEN CORRECT OVER DRIVEN
cast head, which better protects against corrosion over the life of the
galvalume. For painted galvalume applications, use our painted screws.
8. What does the fastener description mean?
Fasteners are described by their length and the diameter of the shank. For instance, a i#12 x 1-1/2" screw is l-1/2" long with a
diameter of 12, which refers to the gauge or wire size of the shank.
MEMBER
TFE A.IETAL INit-
SI:ILUING COMfYJNENTS "
INUUSI'IQY FOH C'vER CECII IE1
SSYEAR.>
CORRUGATING COMPANY
Fayetteville, NC
www.unioncorrugating.com
SPENCER AN.DERSON TIFTON ORANGE UNICO VICKSBURG DAVTON
STEEL SUPPLY STEEL SUPPLY STEEL PRODUCTS STEEL ROOFING METAL PRODUCTS METAL, PRODUCTS METALS
Copyright i 1999 by Union Corrugating Company. All rights r"med. No part of this document may be r.0roduced or distributed in any form whatsoever without prior
written authorization.
Roofing
Slopes of less than 3" on 12" are not recommended. For slopes of 3" on 12" or greater, end lap panels 6".
Side laps should face away from the driving rain. Lay the first sheet along the eave at the down -wind side of the roof, farthest away from the
direction of the prevailing winds. (See Figure #3). Install "sheets in the sequence shown in Figure #3, always end lapping the upper panel on
top of the lower panel.
Figure #3 -
Sheet Installation Pattern
for 5V
Prevailing Wind
x4's
Spacing
0
Figure #4 - Installation Options
Wood Frame Solid Deck* Existing Shingles*
Use Maximum 2' Purlin Spacing Lay plywood Deck Apply 30 lb Felt Paper
Install Metal I Apply 301b. Felt Paper Install Metal
Do not use this option for heated Install Metal
spaces
Proper ventilation and vapor barrier protection recommended for heated spaces.
Allow an overhang of 2" at the eave to provide for a drip edge. Use inside closure at cave to prevent insect or bird infestation at openings.
To protect against uplifting winds and to provide a finished appearance, apply rake trim or other standard gable trim. Apply fasteners every 6-10".
14" ridge cap is recommended to prevent leakage. Seal off ridge and panel using outside closure strip.
Use of 3/8" butyl caulk tape is recommended at all side laps, especially for more shallow roofs. Apply the tape as shown in Figure #5 at all lap ribs.
Do not block the siphon channel with the tape.
Figure#5 - Proper Application of Butyl Caulk Tape
Siding
For best results, start siding at a door, window or other opening in the wall. Use corner trim or other standard trim for strong, neat edges.
ALLOWABLE UNIFORM LOADS PER SQUARE FOOT
Three Spans or More)
LIVE LOADING WIND UPLIFT LOADING
Span (inches) 18" 24" 30" 36" 42" 48" 54" 1.8" 24" 30" 36" 42" 48" 54"
Economy 32 18 11 7 5 3 2 56 25 13 7 5 3 2
29 Gauge 65 37 23 16 12 9 7 118 66 43 30 22 17 13
26 Gauge 89 1 50 32 22 1 16 1 13 10 158 1 89 57 40 1 29 1 22 1 17
NOTES:
1. The panel weight has been deducted from the allowable stress values.
2. The properties and load tables are for the panel alone.
The panel profile has been assumed to remain constant under loading.
The capacity of clips and fasteners is not included.
3. The panel section properties have been calculated in accordance with the 1996 AISI Specification.
5V UL Ratings are: UL2218 :Impact Resistance Class 4 ---- UL790 Fire Resistance Class A
29 Gauge 5V received Florida Building Code Approval#FL2287 when using proper fastening pattern.
26 Gauge 5V received Miami -Dade County Approval Control #02-0322.08, Florida Building Code Approval #FL72,
and Texas Department of Insurance Approval RC-119 when using proper fastening pattern.
It is the users responsibility to verify all applicable code requirements for the area, check all measureme ts, and determine suitability of product for,job.
IMPLIED WARRANTIES OF MERCHANTIBILITY AND FITNESS FOR PARTICULAR PURPOSeARE DISCLAIMED. Copyright C 1998 by