HomeMy WebLinkAbout3706 S Sanford Ave (2)CITY OF SANFORD PERMIT APPLICATION
Permit #: J ' (I O Date:
Job Address: ' 785- S S err 56+A ku% dQ.tdin, rm rt„ h a. :3-2 —7 Z
Description of Work:, L aClg'' [1.e s F / i'('+ Irtw%%ge- ( &9
tr1
Historic District: Zoning: Value of --Work: $
Permit Type: Building'L Electrical
Electrical: New Service — # of AMPS
Mechanical: Residential Non -Residential
Plumbing/ New Commercial: # of Fixtures
Plumbing/New Residential: # of Water Closets
Occupancy Type: Residential Commercial
Construction Type: # of Stories:
Mechanical Plumbing Fire Sprinkler/Alarm Pool
Addition/Alteration Change of Service Temporary Pole
Replacement New (Duct Layout & Energy Calc. Required)
of Water & Sewcr Lines it of Gas Lines
Plumbing Repair — Residential or Commercial
Industrial Total Square Footage:
of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: (Attach Proof of Ownership & Legal Description)
Owners Name & Address: l" aF M4`1404
Phone: — % _Upo a
Contractor Name & Address: 579!52 kW -
A^ A _
V S / J XJA State License Number: 143
Phone & Fax: L/ "lair`! Contact Person: phone: 7• 3 "'
Bonding Company: .,..
f
Address:
Q`'/ il i ll t.. 0? C(e '
Mortgage Lender:
Address:
Architect/Engineer:
Address:
Phone:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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. 1 understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNERS 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.
N TI E: 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 <
this county, and there may be additional permits required from other governmental entities such as water management districts, s_tak- 7grncics, or federal agenci
1 rt is verification that I will notify the owner of the property of the requirements of Florida Lien
lam- KA, Z A106 -4100
G r "'re of Ow""gent
3111 .w
wncr Agent*s am
is e Personally Known to Me or
ID
ED BY: BI Zoning:
1 r rat ate)
Special Conditions:
Signature of
of of Florida
ZJ t1'5
Date
a
Con ctor/Agent is Personall now•n t ol r
Produced ID_%(M j—' ``f5-6—O
Initial & Date)
Utilities: FD:
Initial & Date) (Initial & Date)
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2
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2006 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id: 12-20-30-300-019E-0000 Number of Buildings: 8
Owner: TEEN CHALLENGE OF FLA INC Depreciated Bldg Value: 1,179,219
Mailing Address:3706 S SANFORD AVE Depreciated EXFT Value: 59,946
City,State,ZipCode: SANFORD FL 32773 Land Value (Market): 98,585
Property Address: 3706 SANFORD AVE SANFORD 32773 Land Value Ag: 0
Facility Name: Just/Market Value: 1,337,750
Tax District: S1-SANFORD Assessed Value (SOH): 1,337,750
Exemptions: 34-CHARITABLE/CIVIC Exempt Value: 1,337,750
Dor: 75-ORPHANAGES Taxable Value: 0
Tax Estimator
SALES
Deed Date Book Page Amount Vac/Imp Qualified
SPECIAL WARRANTY 01/1993 02532 0006 440,000 Improved No 2005 VALUE SUMMARY
DEED
2005 Tax Bill Amount: $0
QUIT CLAIM DEED 09/1990 02230 1857 1,100,000 Improved No
2005 Taxable Value: $0
WARRANTY DEED 08/1984 01572 1047 175,000 Vacant No
DOES NOT INCLUDE NON -AD VALOREM
WARRANTY DEED 09/1983 01492 1608 400,000 Vacant No ASSESSMENT
WARRANTY DEED 06/1981 01346 0804 201,600 Vacant No
Find Sales within this DOR Code
LEGAL DESCRIPTION
LEG SEC 12 TWP 20S RGE 30E BEG 305.77 F-
W&310.29 FT N OF SE COR RUN N 811.4 FT I
LAND TOW
Land Assess Method Frontage Depth Land Units Unit Price Land Value R/W SANFORD AVE S TO A PT E OF BEG W
TO BEG & 12-20-30-506-0000-001A
SQUARE FEET 0 0 197,170 50 $98,585 E 3 FT OF LOTS 1 3 5 7& 9& E 3 FT OF N 21.4
FT OF LOT 11 KEYES SEMINOLE INDUSTRIAL
PARK
PB 30 PG 85
BUILDING INFORMATION
Bid Bid Class Year Fixtures Gross Bid Est. Cost
Stories Ext Wall
Num Bit SF Value New
1 MASONRY 1985 4 2,304 1
WOOD SIDING WITH WOOD OR $
91,449 $121,125
PILAS METAL STUDS
2 MASONRY 1985 4 2,304 1
WOOD SIDING WITH WOOD OR $91,449 $121,125
PILAS METAL STUDS
3 MASONRY 1985 4 2,304 1
WOOD SIDING WITH WOOD OR $
91,449 $121,125
PILAS METAL STUDS
4 MASONRY 1985 6 5,760 1
WOOD SIDING WITH WOOD OR $212,488 $281,441
PILAS METAL STUDS
5 MASONRY 1985 6 5,808 1
WOOD SIDING WITH WOOD OR $
214,036 $283,491
PILAS METAL STUDS
re_web. seminole_county_title?parcel=122030300019B0000&cpad=sanford&c2/8/2006
Seminole County Property Appraiser Get Information by Parcel Number Page 2 of 2
6 MASONRY 1985 6 5,760 1 WOOD SIDING WITH WOOD OR $212 488 $281 441
PILAS METAL STUDS
7 MASONRY 1985 6 5,760 1 WOOD SIDING WITH WOOD OR $212 488 $281 441
PILAS METAL STUDS
8 MASONRY 1994 0 1,950 1 WOOD SIDING WITH WOOD OR $53,372 $62,791
PILAS METAL STUDS
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
COMMERCIAL CONCRETE DR 4 IN985 5,178 $4,919 $10,356
COMMERCIAL ASPHALT DR 2 IN 1985 112,782 $44,464 $93,609
BRICK DRIVEWAY 1985 4,233 $8,043 $16,932
POLE LIGHT ALUMINUM 1985 12 $2,520 $2,520
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valore
tax purposes.
If you recently purchased a homesteaded property vour next vea's nrooerty tax will be based on JusMWarket value.
re web.seminole_county_title?parcel=122030300019B0000&cpad=sanford&cp&/2006
Division of Corporations Page 1 of 3
Florida Drpartmen t of State, Div>ision of Corporations
il`3!r` tii;.. fit:#r;.
rr r.ssr iHrz.orq Pit% fic hkqu;i "Y
Florida Non Profit
TEEN CHALLENGE OF FLORIDA, INC.
Document Number
N06240
State
FL
Last Event
AMENDED AND
RESTATED
ARTICLES
PRINCIPAL ADDRESS
781 WYMORE ROAD
MAITLAND FL 32751
Changed 11 /05/2003
MAILING ADDRESS
PO BOX 607737
ORLANDO FL 32860
Changed 03/24/2005
FEI Number
592479228
Status
ACTIVE
Event Date Filed
11 /05/2003
0
Reizistered Aizent
II Name & Address
ENLOW, KEN
781 N. WYMORE RD.
MAITLAND FL 32751
Name Changed: 03/24/2005
Address Changed: 03/24/2005
Date Filed
11 /19/1984
Effective Date
NONE
Event Effective Date
NONE
cordet.exe?a 1=DETFIL&n 1=N06240&n2=NAMFWD&n3=0000&n4=N&r1=,2/8/2006
Division of Corporations Page 2 of 3
Off cer/Director,-Detail
Name &- Address Title
NANCE, JERYL
781 WYMORE ROAD
PD
MAITLAND FL 32751
MANDERSCHEID, ROBERT
781 WYMORE ROAD
VD
MAITLAND FL 32751
ENLOW, KEN
781 WYMORE ROAD
SD
MAITLAND FL 32751
BENIGAS, THOMAS
781 WYMORE ROAD
D
MAITLAND FL 32751
LINGERFELT, SCOTT
781 WYMORE ROAD
D
MAITLAND FL 32751
WEIER, DAVE
781 WYMORE ROAD
T
MAITLAND FL 32751
Annual Reports
Report Year Filed Date
2004 01/07/2004
2005 02/10/2005
2006 01 /26/2006
reu3;D.:i.. . ::•:.::.:; of r... ....:
View Events
No Name History Information
Document Images
Listed below are the images available for this filing.
cordet. exe?a 1=DETFIL&n 1=N06240&n2=NAMFWD&n3=0000&n4=N&r 1= 2/8/2006
Division of Corporations Page 3 of 3
01/26/2006 -- ANNUAL REPORT
03/24/2005 -- Reagent Change
02/10/2005 -- ANNUAL REPORT
01 /07/2004 -- ANNUAL REPORT
11/05/2003 -- Amended and Restated Articles
04/21 /2003 -- ANNUAL REPORT
04/23/2002 -- ANNUAL REPORT
03/08/2001 -- ANN REP/UNIFORM BUS REP
05/26/2000 -- ANN REP/UNIFORM BUS REP
03/06/1999 -- ANNUAL REPORT
01/30/1998 -- ANNUAL REPORT
02/28/1997 -- ANNUAL REPORT
01/29/1996 -- 1996 ANNUAL REPORT
THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR
CONFLICT
cordet. exe?a 1=DETFIL&n 1=N06240&n2=NAMF WD&n3=0000&n4=N&r 1= 2/8/2006
HIS INSTRUMENT PREPARED BY.
NAMEC 6-
ADDR. b?-R ' qf`NOTICE OF COMMENCEMENT
PPrn„t No Tax Folio No.
State of Florida
County of Seminole
The undersigned hereby gives 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: (legal description of the property and street address if available)
2. General description of improvement:`
3. Owner information
a. Name and address
G1l
b. Interest in property AW.-
c. Name and address of fee simple titleholder (if other than Owner)
Contractor
a. Name and address
b. Phone number -
Surety
a. Name and address
b. Phone number _
c. Amount of bond
Lender
a. Name and address
b. Phone number _
7. Persons wi the State
provided by Section
a. Name and address
b. Pf mm"
8. In addition to
Fax number
Fax number
Florida designated by Owner upon whom notices or other documents may be served as
Aa)7., Florida Statutes:
Owner designates
to receive'a copy of the Lien(
713.13(1)(b), Florida Statutes.
a. Phone number Fax n _
9. Expiration date of notice of commencement (the expiration date is 1 year from the
date is specified)
I
73
0,.-115"of 11,
as provided in Section w it Z
in °
ording unless a dif etent- = F
a. , K(AS
Signature o Owner ,
to (or affirmed) and subscribed before me this _ day of 1 20 O(U , byU
P Vrt_ I'J Q.i ct' _ '
Personally Known t OR Produced Identification
Type of Identi ( Pr ced
pip M MEN "X OF CIRWIT U
CLW OF SMIMLE txt411~I"
I -
VIVIAN CARLSON
p, ° ••
tic State of Florida ; ;'c No1ory p' 'state of Fbrldo
WCaWW0n8"wApr12.20D7
P;•' Comminion # DD189376
d _ . . - _ ..r._—, u.a,..... Aeon
SK 06113 Pg Ime, (49) .
FILE NlLNh1I z'0.U0.1t:.1'Ds` s'
9t OR D t?It 9/ct)t16 t;19t41 PIA
FMRDING FEES 10.W
p BY H Bailey
Signature of No
Commission Expires:
Riot Q11at111loll ca0Mal 1n1via 01111
T::L 2Z tP2-
MANUFACTURER
ENGLERT, INC.
1200 Amboy Avenue
Perth Amboy, New Jersey 08861
TO: (732) 826-8614
Fax: (732)826-8865
SECTION 07410 - MANUFACTURED ROOF AND WALL PANELS
SECTION 07610 - SHEET METAL ROOFING
PART I - GENERAL
1.01 WORK INCLUDED
Providing all labor, materials, tools, equipment and services to famish and install metal
roofing, wall panels/siding, including soffit. flashing, trim and such other accessories to make
the system complete and weathertight, as indicated on the drawings and specified herein.
1.02 RELATED WORK (to be coordinated with other trades by the successful contractor
under this section.) FOR APPLICATIONS OVER PLYWOOD DECKING (edit as
required.)
A. Section 06100: Rough Carpentry
B. Section 06200: Finish Carpentry
C. Section 07620: Sheet Metal Flashing and Trim
D. Section 07700: Roof Specialties and Accessories
E., Section 07800: Skylights
F. Section 07900: Joint Sealers
OR
1.02 RELATED WORK (to be coordinited with other trades by the successful contractor
under this section.) FOR APPLICATIONS OVER METAL DECKING WITH RIGID
INSULATION AND STANDING SEAM ROOF (edit as required.)
A. Section 05100: Structural Steel
B. Section 05200: Steel Joists
C. Section 05300: Metal Decking
D. Section 05580: Sheet Metal Fabrication
E Section 07200: Insulation
F. Section 07500: Membrane Roofing
G. Section 07620: Sheet Metal Flashing and Trim
H. Section 07700: Roof Specialties and Accessories
1. Section 07800: Skylights
J. Section 07900: Joint Sealers
ENGLERT-
This specification guide
is designed to assist in
the proper insertion of
Englert Roof Systems
into any architectural
building specifications.
This guide is formatted
to match the CSI Spec
Data System, however is
not part of that program.
SERIES 1141
TRI\S PEC S:1 I 01:04101 /01
90311E
1.03 QUALITY ASSURANCE
ENGLERT
A. Installation: By a roofing/sheet metal contractor with at least a minimum of five years experience in similar type ofconstructionanddocumentingsuccessfulcompletionofcontractsforprojectssimilarinsize, scope and products.
B. Before Fabrication: The contractor shall take field measurements of the structure and substrates indicated and
specified to ensure that panel lengths and brakeformed flashings are dimensioned accurately to facilitate easy
installation. Fabrication shall not begin until all field conditions have been verified. Allow for sufficient trimming
of panel units at eaves, valleys, and gables prior to fabrication.
1.04 REFERENCES
A. SMACNA (Sheet Metal and Air Conditioning Contractors National Association, Inc.) Architectural Sheet Metal
Manual.
B. NRCA (The National Roofing Contractors Association) Roofing and Waterproofing Manual (including Construction
Details), and Handbook of Accepted Roofing Knowledge.
C. Manufacturer's Construction Details Handbook.
D. AISC Steel Construction Manual.
E. AISI Cold Formed Steel Design Manual.
1.05 SUBMITTALS
A. Submit product literature, shop drawings, and samples in accordance with Section 01340.
B. Product Literature:
1. Manufacturer's descriptive literature.
2. Manufacturer's standard color chart
C. Shop drawings are to be a small scale layout of roof plan and elevation, indicating the extent of work to beperformed. Include sections of roof, fascia, walls. siding and soffits, for each condition, detailing flashing and trim
for different conditions. such as eaves, outside/inside corners, ridge, valleys, gutters, end wall terminations, closures,
etc.. showing a full and complete installation. Show securement of panels and clips, spacing. type and number of
fasteners, as recommended by the Manufacturer.
D. Submit 2'0" long sample panel indicating the metal. gauge, color, texture, and finish proposed.
E. Submit Manufacturer's warranty covering the substrate (metal) against rupture, perforation. and structural failure
due to normal atmospheric corrosion for twenty (20) years.
F. Submit Manufacturer's thirty (30) year warranty on paint finish against cracking. peeling, blistering, chalk. and
color change.
G. Submit test reports complying with finish specifications per section 2.05.1 through 2.05.8.
1.06 DELIVERY STORAGE, AND HANDLING
A. Unload and store materials at job -site to protect them from any damage.
B. Inspect delivered material. Prevent interference by other trades or any other adverse job conditions.
C. Store materials above ground, on skids. Protect material with waterproof covering and allow sufficient ventilation to
prevent condensation build-up or moisture entrapment in the materials.
2
1.67 WARRANTY ENGLERT-
A. Manufacturer shall warrant the metal roof against rupture or perforation or from structurally failing due to normal
atmospheric conditions for a period of twenty (20) years. In addition, Manufacturer shall provide a 30-year finish
warranty against peeling and blistering, chalk, and fade (color change).
B. Installer shall provide a written warranty for two (2) years from the date of final completion and acceptance,
guaranteeing materials and workmanship for watertightness, weathertightness, and against all leaks. During the
initial two (2) year period, the Installer shall assure weathertightness and watertightness of the roof, without any cost
to the building owner.
PART H - PRODUCTS
2.01 ACCEPTABLE MANUFACTURER
ENGLERT, INC.
1200 Amboy Avenue
Perth Amboy, New Jersey 08861
Tel: (732) 826-8614
Fax: (732) 826-8865
SERIES 1101
1" High Architectural
Snap -Lock Standing Seam
A1101 1" Integral Snap -Lock
16"
I
Fixed
I,.
Panel (ribs optional)
NOTE TO SPECIFIER: Englert Series 1101 Panel System serves the architectural needs of roofing/fascia, mansard, siding
and soffit systems.
Series 1101 Panel System may be specified for application over solid deck, 1/2" plywood or 22 gauge metal deck with 2 layers
of 15# felt or 1 layer of 30# felt. Minimum Pitch: 3"/12". Specify as required.
3
2.02
ENGLERT
A Panel System should be Englert Series 1101, 1" high, 16" wide Architectural Standing Seam Snap -Lock System,
with pencil ribs, optional). The panels shall have baked on finish as specified in Section 2.05 hereunder, in and of
Manufacturer's 23 standard colors. Manufacturer shall offer at least a minimum of 23 standard colors to choose
from.
B. Substrate:
24 Gauge baked on finish over Galvalume ASTM A-792-83, AZ50, 50 KSI yield point, 52 KSI tensile strength
26 Gauge baked on finish over Galvalume ASTM A-792-83, AZ50, 50 KSI yield point, 52 KSI tensile strength
032" Aluminum Alloy 3105-H14 approved equal.
NOTE TO SPECIFIER: .032" aluminum is available subject to minimum order requirements.
Call Englert for details.
C. Performance.*
1. Panel shall meet the requirements of *Underwriter's Laboratories, Inc. for Class 90 wind uplift resistance.
2. Panel shall display a flame spread classification of a (Class 1) when tested in accordance with ASTM E-84-87.
UL-90 Classification Pending.)
IF METAL SOFFIT IS REQUIRED, SPECIFYAS FOLLOWS:
Z03 SOFFIT PANEL SYSTEMS
A. Soffit Panels: Series 1101 16" wide flat panels, all fasteners shall be concealed, and panels shall give a flush
appearance, with pencil nibs, optional. The soffit panels shall have the same finish as the roofing system.
B. Substrate:
e 24 Gauge baked on finish over Galvalume ASTM A-792-83, AZ50, 50 KSI yield point, 52 KSI tensile
strength
26 Gauge baked on finish over Galvalume per ASTM A-792-83, AZ50, 50 KSI yield point, 52 KSI tensile
strength
032" Aluminum Alloy 3105-H14 approved equal.
NOTE TO SPECIFIER: .032" aluminum is available subject to minimum order requirements.
Call Englert for details.
2.04 FABRICATION
A. Panel Construction: Panels shall be uniformly dimensioned, rollformed to exact lengths to avoid trimming. The
panel system shall be anchored as recommended by the Manufacturer. All fasteners shall be concealed. Panels shall
be continuous from ridge to eaves with no end laps. There shall be no face penetration of panels. except as approved
by the architect for securing panels to facilitate directional expansion/contraction.
B Flashing and Trim: All exposed standard or special flashing/trim and such other brakeformed in the same gauge.
color. and finish to match roofing panels, furnished with protective strippable film to be removed upon installation-
C. Accessories such as clips, closures, fasteners, etc., shall be as recommended by the Manufacturer.
2.05 PERMA COLOR 2000 FINISH - (30-Year Warranty)
A. Englert's PermaColor 2000 standard 30-year color coatings comprises of a .8 to .9 mil full strength 70% Kvnar 500
fluorocarbon (Poivvinvhdene Fluoride PVF2) coating over a urethane primer of. 2 to .3 mil on the finish side, with
primer and a wash coat on the reverse. on steel with just awash coat on aluminum. Face film thickness 1.0 mil ± .2 -
mil.
4
r
11 65.1 FILM THICKNESS ENGLERT-
Topside Finish: Primer shall be .2-3 mil. Kynar 500 top coat shall be .8 - .9 mil. Reverse side finish shall be .2 - .3
mil primer with a wash coat. Total dry film thickness for the coating system shall be 1.00 mil nominal. All
measurements per NCCA Technical Bulletin 11-4 or ASTM D 1005-84.
2.05.2 SPECULAR GLOSS
As determined per ASTM D523-85 at a glossmeter angle of 60 degrees. 35% ± 5 specular reflectance.
2.05.3 HUMIDITY RESISTANCE
No blistering, cracking, peeling, loss of gloss or softening of the finish after 3000 hours aluminum 1000 hours coated
steel, of exposure at 100% humidity at 95 degrees F, per Federal Test Method Standard 141, Method 6201 or ASTM
D2247-87.
2.05.4 SALT SPRAY RESISTANCE
Samples diagonally scored and subjected to 5% - at 95 degrees F, neutral salt spray per ASTM B 117-85, then taped
with Scotch #610 cellophane tape: 3000 hours aluminum/1000 hours coated steel, no blistering and no loss of adhesion
greater than 1/8 from score line. (Samples taped one hour after removal form test cabinet.)
2.05.5 CHEMICAL RESISTANCE
No effect after 24 hour exposure of a 10% solution of hydrochloric acid, and 18-hour exposure to 20% sulfuric acid, per
ASTM D 1308-85, including exposure to 10% muriatic acid and nitric acid fumes.
2.05.6 CHALKING RESISTANCE
No chalking greater than #8 rating, per ASTM D659-86 test procedure after a 3000-hour weatherometer test.
2.05.7 COLOR CHANGE
Finish coat color change shall not exceed 5 NBS units per ASTM D-822-86, ASTM G-23-88 and ASTM D2244-85
South Florida 10-years) test procedure after 3000-hour weatherometer test.
2.05.8 ABRASION RESISTANCE
Shall pass 60 liters/mil., minimum of falling sand per ASTM D968-81. Method A.
2.06.1 PERMAMETALLIC 2000 FINISH - (20 Year Warranty)
A. Metallic Copper (non -aging) comprises of a.8 to .9 mil metallic fluorocarbon full strength 70% Kynar 500 finish coating
over a layer of .3 to .5 mil full strength 70% Kynar S00 base coat. the reverse side is treated with a primer and wash
coat. Face film thickness: 1.2 mil ± .2 mil.
B. pre -weathered Galvalume coating comprises of a .8 to .9 mil full strength, 7010/oKynar 500 fluorocarbon (Polvvinylidene Fluoride
PVF2) coating over a urethane primer of .2 to .3 mil on the finish side, with primer and a wash coat on the reverse,
on steel; with just a wash coat on aluminum. Face film thickness: 1.0 mil ± .2 mil. 2.
07.1 MILL FINISH GAL VAL UME (Bare) A.
A coating of aluminum zinc alloy applied by a continuous hot dipping process, offering greater corrosion resistance, high
temperature oxidation resistance, and heat reflectivity. Mill finish Galvalume carries a 20-year warranty.
PART III - EXECUTION
E N G LE R-T-
3.01 INSPECTION
A verify substrate is uniform, even and symmetrical by running a string test. Inspect to assure that all purlins or sub-
strucwrelframing members are flat and insulation is embedded symmetrically so when the metal panels are applied, they
will not appear wavy or distorted.
B. Provide a written report of discrepancies or variations in the substrate to the Architect.
C. Do not begin installation until unsatisfactory conditions are corrected.
D. Do not proceed with installation until adjoining areas scheduled for stucco treatment have been stuccoed and washed
down. Do not wash down acid residues from stucco directly over the metal panels.
E. Commencement of installation shall signify acceptance of the substrate and adjacent conditions as being proper and
acceptable for treatment of roofing.
F. After beginning installation, submit approximately 500 square feet of product in place for Architect's approval, before
proceeding with substantial work.
3.02 INSTALLATION
A. The metal panel system shall be installed plumb, level, and straight over a layer of 30 lb. felt, (dry) with a minimum 6" for
horizontal lap and 12" for end lap.
B. The (standing; batten) seam shall be equidistant and shall align for corners, hips, valleys, mullions, and columns in
accordance with architectural design parameters as shown on the drawings.
C. Installation shall be made in accordance with Manufacturer's recommended procedures and layout drawings.
Manufacturer's of construction Details Handbook, SMACNA Architectural Sheet Metal manual, NRCA Roofing and
Waterproofing Manual and Handbook of Roofing Knowledge shall be used as`gwdes and details whenever applicable.
D. No face penetrations or perforation shall be made in metal panels by fasteners without architect's specific approval. All
panels shall be continuous from ridge to eaves with no horizontal end laps.
E. End lap all flashing and trim at least 3". All gutters must me mitered, soldered and caulked with a lining of Ice and
Watershield applied at the laps to make it watertight. All butt joints must be caulked. Soldered areas shall be counter -
flashed or painted to match. all valleys shall be treated with a layer of Ice and Watershield spread out at least 24" each
side from the center of the valley, on both sides, before applying valley flashing. End lap at least 6" at joints.
F. Exercise proper care during installation to avoid damage or scratching of the panels. Avoid walking over the metal roof
after installation is completed.
3.03 CLEANING AND PROTECTION
A. Peel of any strippable film on flashing as they are installed.
B. Complete all items on punch list.
C. Touch up all minor scratches and spots.
D. Remove all debris resulting from work under this Section.
T