HomeMy WebLinkAbout2442 Mellonville Ave 11-921; ELEECTRICALCONTRACTOR
F17l 7.'
PHONE NUMBER
633"No'Ii`7FWAN,
If ip wk' IWAT. 12 ! 1 "
A. V ELECTRICAL
CONTRACTOR MECHANICAL
CONTRACTO PLUMBING
CONTRACTOR MISCELLANEOUS
CONTRACTOR PERMIT
NUMBER FEE MISCELLANEOUS
CONTRACTOR PERMIT
NUMBER FEE SUBDIVISION
PERMIT #
Ite DATE PERMIT
DESCRIPTION EGI PERMIT
VALUATION SQUARE
FOOTAGE 9
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 2 f Documented Construction Value: S
Job Address: ?-I/ AL z— Historic District: Yes No
Parcel ID:
Description of Work:
Plan Review Contact Person:
Phone: Fax:
Zoning:
Title:
E-mail:
I Property Owner Information
Name
Street:
City, State Zip: 4",- A,'
Phone:
Resident of property? :
Contractor Information
zName ""4, /,I&' Phou6,16 - 3 e-3 -3 0
Street: / a3 4 "m
City, State Zip: (_)A_4W 1/ram. _ 4uZ'
I
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Building Permit 13
Square Footage:
No. of Dwelling Units:
Electrical [3
New Service — No. of AMPS:
Fax:
State License No.: 0 ul z"I
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Construction Type: No. of Stories:
Flood Zone:
Plumbing
New Construction - No. of Fixtures:
Mechanical E3 (Duct layout required for new systems) Fire Sprinkler/Alarm E3 No. of heads:
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, beaters, 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 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 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
pen -nit is released.
Signature of Owner/Agent Date 1-Signature- o ontractoAgent 'F Date
Print Owner/Agent's Name Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is _ Personally Known to Me or
Produced ID _ Type of ID
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Signature of Notary -State of Florida Date
Contractor/Agent is — Personally Known to Me or
Produced ID _ Type of ID
WASTE WATER:
BUILDING:
Rev 11.08
To: Taylor Construction of Hilliard
Attn: Shane Thompson
Fax: 407-682-205#,
Phone: 407-310-4004
Re: 2442 S. Mellonville Ave. Sanford FL 32771, Owner: Pam Bach
DOMINION PLUMBING, INC.
407) 383-3616 / (407) 273-9554 (fax)
PROPOSAL AND SUBCONTRACT
1. This Proposal and Subcontract is made by Dominion Plumbing, Inc. ("Subcontractor") to Taylor
Construction of Hilliard ("Contractor"). Subcontractor shall be hired as an independent contractor, to
perform the scope of work designated below, on the project designated as 2442 Mellonville Ave. Sanford,
FL 32771 ("Project"), owned by Pam Bach ("Owner").
2. Scope of Work. Subcontractor's work will be performed in conformance with all state and local
building codes. Subcontractor's scope of work ("Scope of Work") includes only the following:
Complete rough -in for bathroom addition which includes shower, toilet and lavatory sink.
Re -locate sanitary stack, cold/hot water supply for upstairs bathroom which includes
toilet, lavatory sink and tub/shower valve.
Re -locate kitchen drain line with hot and cold water supply and water heater re -location.
3. Subcontract Price. The price for the Scope of Work designated above is $--4,500
Price includes labor, materials, permit.
Homeowner and/or contractor are responsible for supplying all plumbing fixtures.
4. Progress Payments. Contractor shall make progress payments to Subcontractor as follows:
a) 40% first draw
b) 40% upon completion of second rough
c) 20% due upon completion of fixture installation.
5. Payment Terms, Any amounts that are not paid when due shall bear interest at the rate of I 1/z percent
per month from due date until paid or the maximum rate permitted by law, whichever is less. Contractor
shall pay Subcontractor all costs of payment collection including reasonable attorneys' fee and all other
court costs. Under no circumstances shall Contractor's payments to Subcontractor be based upon, or
subject to, Contractor's receipt of payment from Owner or any other source.
6. Retainaec. Contractor shall not deduct retainage from Subcontractor's payments except to the extent
mutually agreed upon, set forth in a writing, signed by both parties.
7. Releases. With every request for payment, Subcontractor will execute a Waiver of Lien sufficient to
release all claims for labor, services, or materials furnished to Contractor, through the date of the previous
request for payment.
8. Subcontract Documents. Subcontractor will perform its work in substantial compliance with the
Subcontract Documents, which are specifically identified and limited to the following:
a) This Proposal and Subcontract, and
b) The project Plans and Specifications, as issued to Subcontractor prior to the execution of this
Subcontract.
9. Riizbt to Stop Work. If Contractor fails to make payments when they are due to Subcontractor,
Subcontractor may: a) stop work and suspend its performance until payments are made current, or b) stop
work and declare Contractor in default in accordance with Article 12. Any failure to make payment is
subject to a claim enforced against the Project in accordance with Florida's Construction Lien Law.
10. Backcharee Claim, Contractor shall not 6ackhmgeSubcontractor except inthe event oy Subcontractor's
failure mperform its obligations under this Subcontract. Should this event occur, Contractor shall give
Subcontractor written notice, describing its failure to perform, and provide Subcontractor ten (|0)
days from its receipt ofthe notice, toremedy its performance prior mincurring any expenses chargeable |uSubcontractor. 11. Mutual Waiver
of Delay Damages.
Contractor and Subcontractor mutually agree todiligently communicate with each other throughout the
duration of this Subcontract, endeavor to meet any applicable Project schedules, and zealously strive oocomplete
the Project in atimely fashion. In this regard, Contractor aodSubcontractor agree tomotuuUywuivcaxyc|uizoor|iubi|i(y|
ordc|aydumugcauguivatcuoh other, should either party delay the performance of the
other party, or the completion of the Project, 12. Default. Contractor shall be in default under this
Subcontract if Contractor refuses to permit Subcontractor to complete performance, fails to pay any amount
when due, or otherwise refuses to carry out its obligations under this Subcontract (unless such actions
are based upon a prior uncured default by Subcontractor). Subcontractor shall be in default under this Subcontract
if Subcontractor abandons work or otherwise refuses to perform its obligations under this Subcontract (
unless such actions are based upon a prior uncured default byCuounc/ur). lothe event o[default,
the defaulting party shall bcentitled to receive written notice, which specifies the events ufdefault. The defaulting party
shall have ten (|0)days from the receipt ofthe notice inwhich mcure its default. 13. Extras.
Subcontractor shall be paid reasonable compensation for any work ordered by Contractor
that exceeds the Scope ofWork. Extra work shall only hcperformed hyuwritten change order, signed hyboth
parties, which sets forth the amount nfextra compensation iobepaid. 14, Concealed Conditions. All existing utilities shall
belocated and marked byContractor prior tuthe commencement o[work, lnthe
event Subcontractor encounters rock, ground water, buried debris, unmarked utilities, or underground conditions unknown and
not reasonably foreseeable, the Subcontract price shall be equitably adjusted in writing to
take such concealed conditions into account. 15. Insurance. a) -$ubcontractor, Before commencing
work on the Project, Subcontractor will supply Contractor duly issued certificates of insurance, showing
in full
force and affect, the following forms ofinsurance: i)Cnmmc,ciu| 0cnonu| Liability, oorequired
hythe laws ofthis atu<m, naming the Contractor oouu additional insured, ii)Automobile Liability,
for any and all vehicles used ozthe Project, and iii)Worker's Compensation, usrequired bythe laws
nfthis state.
b) Contractor: Owner or Contractor shall provide builder's risk insurance covering the
entire project, and the interests oyall subcontractor's therein. At the request
o[Subcontractor, Owner orContractor shall supply ucopy ufthe policy oothe Subcontractor. lnthe event ofdamage \ourdestruction o[
Subcontractor's work, Owner or Contractor will look to the builder's risk insurance for compensation,
and Subcontractor shall be paid equitable compensation for the rebuilding of any damage to or destruction of
Subcontractor's work. 16' . All materials supplied hySubcontractor will hcoy standard trade quality, and workmanship will be
first-class. Subcontractor will keep its work areas clean, and leave its work areas inubroom-clean
condition.
1IRemedies. Any dispute arising out u[or relating tothis Subcontract, mthe breach thereof, that cannot 6csettled hygood
faith negotiation between the parties within thirty (30)days, shall bcsubmitted mxfirm agreed to bythe parties for
mediation. The parties ohmJ| share the mediation costs equally. This requirement is an express condition precedent
tn litigation, uoset forth below, If the mediation process has not resolved the dispute within thirty (30)
days of the submission of the matter to mediation, then the County and Circuit Courts of the county
in which this Subcontract was executed will be the exclusive venue for any dispute, proceeding, or legal
action arising out of or relating to this Subcontract. Contractor, Subcontractor, and any other party claiming rights
or obligations by, through, or under the Subcontract, each waive any right they may have
under any applicable law to a trial by jury. 10.Warranty. Subcontractor's work will be
performed in a professional and workmanlike manner, and in conformance with ordinary trade practice. Subcontractor's
performance shall bcfree n[defective workmanship. Subcontractor does not warrant the materials specified
and provided hySubcontractor, or the materials selected and provided by Contractor or Owner,
and Contractor and Owner accept the manufacturer's warranty uo its sole recourse with regard \
oall such materials. Subcontractor does not warrant the adequacy, sufficiency, or code compliance of the
Subcontract Documents. Subcontractor expressly waives liability for: ordinary wear and tear, misuse
or stoppages, and inadequate maintenance or alterations hyothers, Subcontractor warrants its work, as limited by
this Article, for a period of one (1) year from the date n[Owner's occupancy ofthe
Project. Upon written notice, and within areasonable time, Subcontractor shall inspect and address all warranty claims. THIS
WARRANTY |3PROVIDED DN LIEU OFALL OTHER WARRANTIES, EXPRESS 0RIMPLIED, AND THE WARRANTIES OP MERCHANTABILITY
AND FITNESS FOR & PARTICULAR PURPOSE ARE HEREBY DISCLAIMED. 19' Mutual Waiver of
Consequential Damages.Contractor and Subcontractor agree ,owaive all
claims
against each other for any consequential, special, or incidental damages that may arise out
of or relate to this Subcontract. Contractor agrees \uwaive damages including but not limited mprinciple office overhead and
expenses, for losses of financing, business and reputation, and for loss of profit
not related to this Project, and for damages incurred by the Owner for rental expenses, for losses of
use, income, profit, fivauoiog,business and reputation passed through »oContractor. Subcontractor agrcomwuivedumug*o including but not limited hmprinciple
office overhead and expenses, for losses of financing, business and reputation,
and for loss n[profit not related iothis Project. The provisions of this Article shall apply
to the default of either party in accordance with Article 12,
uud ohu|| survive the termination o[either party. 20. Indemnity Restriction.8ohcootructoruhm||boveuodu|y\oiodrmnifyorho|dhorm|cooCootraotor, Owner, or
any party from any claims, losses, expenses,
fees including attorney's fees, costs and judgments except
for such claims or proportions of claims that arise solely from the negligent acts or omissions of
Subcontractor and/or its employees, agents, or representatives, and then only to that part or proportion of any
claim caused hythe negligent acts oromissions o[ Subcontractor and/or its employees, agents, or representatives. 21. Entire
Agreement. This Subcontract constitutes the entire agreement ofthe parties. No other agreements exist, and any prior statement,
arrangement,
or understanding not contained in this agremont will hcbinding ouSubcontractor. This agreement can kcmodified
only bywritten agreement, signed hy both parties, noset forth in &niu|c 22, 22. Handwritten
Changes and Headings, Handwritten changes u`the printed documents that are properly signed byboth parties
shall supersede all printed provisions. 'The headings oneach Article
are for the sole convenience of the parties, and shall not be construed
to be a part of this Subcontract.
23. Severability and Governing Law. If any provision of this Subcontract shall be held to be invalid or
unenforceable for any reason, the remaining provisions shall continue to be valid and enforceable. If a
court finds that any provision of this Subcontract is invalid or unenforceable, but that by limiting such
provision it would become valid and enforceable, then such provision shall be deemed to be written,
construed, and enforced as so limited. This Subcontract shall be interpreted, construed, and enforced in
accordance with the laws of the state of Florida.
24. Notice. Any written notice required under this Subcontract shall be sufficiently given if delivered in
person or by U.S. certified mail, return receipt requested, to the address set forth below or to such other
address as one party may have furnished to the other in writing,
25. Assignment. Neither party may assign or transfer this Subcontract without the prior written consent of
the non -assigning party, which approval shall not be unreasonably withheld,
26. Acceptance of Prot)osal. This Proposal may only be accepted by promptly signing and returning it to
Subcontractor. The price quoted is for immediate acceptance, and may be revised if not promptly accepted.
1-11
T!1is Subcontract was duly executed by the parties in County, Florida, this day of
20
Dominion Plumbing, Inc.
10737 Sunrise Terrace Drive
Orlando, FL 32825
RF7247 rge
Cont nas, s i President March
15, 2011 Taylor
Construction of Hilliard h;
om
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: I I — Z' I Documented Construction Value: $
2, j ,,I L 141 i //,: n u J / 1' Historic District: Yes NoJobAddress: '/A
Parcel ID:
Description of Work: CAL
Plan Review Contact Person:
Phone: 1-10 "k- 5" I/ - :3 4 1
11, 1NameLC4
Street: i4Y Z, iioc PC 0 U
City, State Zip: ci n kr,,r,
Fax: () - " j (f - "i (i S
Zoning:
Title:
E-mail:-—i-71r4e, l:
Property Owner Information
Phone:
Resident of property? : _YCL —
Contractor Information
Name t_?14eJf"1 0, (-J Phone: YO'-)- S'3 Y
Street: llallc Fax:
zCity,StateZip: L ' 3?-)sz' State License No.: _" _60/ 61
Name:
Street:
City, St, Zip:
Bonding Company:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address: Address:
4,
P8R IT INFORMATION
Building Permit b
Square Footage:
No. of Dwelling Units:
Electrical 0
New Service — No. of AMPS:
Construction Type:
Flood Zone:
No. of Stories:
Plumbing 0
New Construction - No. of Fixtures:
Mechanical 13 (Duct layout required for new systems) Fire Sprinkler/Alarm [3 No. of heads:
1Z
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, beaters, 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 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 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced H) Type of ED
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
or/Agent7/0"676
7-
7 J
Print Contractor/Agent's Name
3- 22-
Date
tigof FlWd " ' ' "" ` Date
otary Public - State of Florida
My Comm. Expires Feb 25, 2015
Commission # EE 60182
Bot*d Through National Notary Assn,
Contractor/Agent is Personally Known to Mea r,
Produced ID Type of ID
UTILITIES: WASTE WATER:
FIRE: BUILDING:
Rev 11.08
r •• i • • s- r r :•
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2
83 1T.' i
1z,
DAVID JOFINSON, C%A, ASA
n
12;
PROPERTY
e 127
APPRAISER
s 129 ;
A ,1
1:i1 I
1.'
TSEMINOLECOUNTY FL-
r9 i ii' 135
1101 E. FIRST sT YS
SANFORD, FL32771-1466
407-665-7506 1 w -
Lri 1s1 14p
14 42
14i VALUE
SUMMARY VALUES
2011
2010 Working
Certified GENERAL
Value Method Cost/Market Cost/Market Parcel
Id: 31-19-31-520-0000-1310 Number of Buildings 1 1 Owner:
BACH PALMA C TRUSTEE Depreciated Bldg Value 95,193 106,079 Own/
Addr: FBO PALMA C BACH Depreciated EXFT Value 800 800 Mailing
Address: 2442 S MELLONVILLE AVE Land Value (Market) 31,425 31,425 City,
State.ZipCode: SANFORD FL 32771 Land
Value Ag 0 0 Property
Address: 2442 MELLONVILLE AVE SANFORD 32771 JusUMarket
Value 127,418 138,304 Subdivision
Name: SANFO PARK Portablity
Adj 0 0 Tax
District: S1-SANFORD Save
Our Homes Adj 1 12.7601 27,661 Exemptions:
00-HOMESTEAD (1994) Amendment
1 Adj 0 0 Dor:
01-SINGLE FAMILY Assessed
Value (SOH) 114,6581 110,643 Tax
Estimator Portability
Calculator 2011
TAXABLE VALUE WORKING ESTIMATE Taxing
Authority Assessment Value Exempt Values Taxable Value County
General Fund 114,658 50,500 64,158 Amendment
1 adjustment is not applicable to school assessment) Schools 114,658 25,500 89,158 City
Sanford 114,658 50,500 64,158 SJWM(
Saint Johns Water Management) 114,658 50,500 64,158 County
Bonds 114,658 50,500 64,158 Potential
Portability Amount is $12,760 The
taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. 2010
VALUE SUMMARY SALES
Tax Amount (without SOH): 1,959 Deed
Date Book Page Amount Vac/Imp Qualified 2010 Tax Bill Amount: 1,403 WARRANTY
DEED 07/1996 03100 0184 $100 Improved No Save Our Homes (SOH) Savings: 556 Find
Comparable Sales within this Subdivision 2010 Certified Taxable Value and Taxes DOES
NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND
LEGAL
DESCRIPTION Land
Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... FRONT
FOOT & DEPTH 114 146 .000 250.00 $29,070 LOTS 131 + 133 + N 17 FT OF LOT 135 + E 25.49 FT OF FRONT
FOOT & DEPTH 117 25 25000 $2,355 LOTS 130 & 132 + N 17 FT OF E 25.49 OF LOT 134 SANFO 000PARK
PB 5 PG 62 BUILDING
INFORMATION Bid
Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est.
Cost New
Building
1
SINGLE FAMILY 1927 6 899 2.866 2,230 SIDING AVG $95.193 Sketch
138,
463 Appendage
I Sgft ENCLOSED PORCH FINISHED / 216 Appendage
I Sgft OPEN PORCH FINISHED / 36 Appendage !
Sgft UPPER STORY FINISHED / 899 Appendage
I Sgft ENCLOSED PORCH FINISHED / 216 Appendage
I Sqft DETACHED CARPORT UNFINISHED / 200 Appendage
I Sqft DETACHED GARAGE UNFINISHED / 400 NOTE:
Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi
Finshed http://
www.scpafl.org/web/re_web.seminole_county_title?parcel=31193 1520000013 10&c... 2/28/2011
Asbestos Notification Statement
Required for ALL Demolitions and / or Renovations
Per Florida Statute 469.003 It is the responsibility of the of the owner / operator / applicant
to comply with this provision)
By signing below I/we agree to notify the Department of Environmental
Protection agency of the intention to remove asbestos, when applicable, in
accordance with state and federal law,
Job site address: ,o-2YY4 AWZA4A.,,V1jO- #06 MTWAP f-C
Contractor's information:
License: r, & 0 1 Ir Phone 5140Y-25—rO
Address:
Date:
I
Contractor's Printed Name -(*-?#,*/v 6-
Contractors Signature
M
Permit #
Addressy.? gdjQt&&,,,Y1- g, Ice- 1
c2 /+,
t MWAS
UAL C As required by Florida Statute 553.842 and Florida Administrative Code 913-72M, please provide t OV",N,AT-ZHOICE information and approval
numbers for the building components listed below if any will be used on tht structure. M— 31-
Product approval
information
can be obtained at the following sources. V711 0 The
Florida
Department of Community Affairs (DCA) Building Code Information Website is: sit tllvv moiv
flo ndab ujldjna or The Miami/Dade
County Building Code Compliance Website address LljSt fly".,w
mianmdade qov/bui11dir,_qcode 0 Directly from
the manufacturer. The following information
must be available on the jobsite for inspections: 1. This entire
product approval form, stamped as "Reviewed" by Seminole County Plans Examin A copy of
the manufacturer's installation details and requirements for each product. I RESERVED FOR - 0
A* :4111TV-11 MANUFACTURERMODEL # SERIES
PLANS EXA01 i I MIAMI DADEMINERUSE N.O.A.
DOORS
MOM HURRICANE SHUTTERS
ROLL
Up
I of
2
Seminole County Product Approval Form
RESERVED FOR FLORIDA APPROVAL #
MIAMI / DADE
TYPE MANUFACTURER MODEL # / SERIES PLANS EXAMINER INCLUDE DECIMAL)
N.O.A.
USE IF APPLICABLE
WINDOWS
SINGLE HUNG
DOUBLE HUNGr`
HORIZONTAL SLIDING
CASEMENT
FIXED
SKYLIGHT
MULLION
OTHER
SOFFITS
ALUMINUM OR VINYL
ROOFING
SHINGLES
METAL
TILE
SINGLE PLY
OTHER fi a 'CJ "/Ci • 6
STRUCTURAL COMPONENTS
HURRICANE ANCHORS
ENGINEERED LUMBER
LINTELS
INSULATION FORMS
OTHER
It is the applicant's responsibility to verify that each specific product has been installed in accordance with their limitations and with the
minimum required design pressures for the structure. Specific compliance will be verified during field inspections.
MANUFACTURER SPECIFICATION AND INSTALLATION SHEETS MUST BE POSTED AT THE JOB SITE FOR INSPECTION.
CONTRACTOR or OWNER/CONTRACTOR SIGNATURE• DATE: !/
2 of 2
145
M I A M I-DADE MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563
305) 375-2901 FAX (305) 375-2908
NOTICE OF ACCEPTANCE (NOA
CertainTeed Corporation (PA)
1400 Union Meeting Road
Blue Bell, PA 19422
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building
Code and Product Review Committee to be used in Miami Dade County and other areas where allowed
by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The BCCO (in Miami Dade County)
and/or the AFIJ (in areas other than Miami Dade County) reserve the right to have this product or material
tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,
the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke
this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements
of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code and the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: CertainTeed Modified Bitumen Roofing Systems Over Wood Decks
LABELING: Each unit shall bear it permarient label with the manufacturer's narne or logo, city, state
and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has
been no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or
change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an
endorsement of any product, for sales, advertising or any other purposes shall automatically terminate
this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of
NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature, If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the User by the manufacturer or its
distributors and shall be available for inspection at thejob site at the request of the Building Official.
This NOA revises NOA No. 08-0227.09 and consists of pages I through 38
The submitted documentation was reviewed by Jorge F.. Acebo.
NOA No.: 08-0410.09
MIAMMADECOUNTY
Expiration Date: 06/19/13
Approval Date, 2R1 8.
age I of 3
PER' IT OFFICE
MIAMI-DADE
e MINMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
BU(LDtNG CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-t563
305) 375-2901 FAX (305) 372-6339
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildingE.ode
Worthington Armstrong Venture (WAVE)
9 Old Lincoln Highway
Malvern, PA 19355
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of
construction materials. The documentation submitted has been reviewed by Miami -Dade County Product
Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County
and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AFIJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perforrn in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Division that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone,
DESCRIPTION. EIFS & STUCCO Ceiling system
APPROVAL DOCUMENT: Drawing No. WAV0001, Sheets I through 6 of 6, titled "EIFS & STUCCO
Ceiling System", dated 06/18/04 and 06/25/04, with last revision 'TF" dated 05/30/07, prepared by PTC, LLC,
signed and scaled by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control renewal stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control
Division.
MISSILE IMPACT RATING, None
LABELING: Each component shall bear the following permanent label:
Worthington Armstrong Venture (WAVE)
Aberdeen, MD 21001
and the statement: "Miami -Dade County Product Control Approved".
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety,
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official,
This NOA renews NOA # 07-0119.02 and consists of this page I and evidence page E-1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 10-0126.04
MMMKOMAIN ROMUN Expiration Date: March 17, 2015
Approval Date: March 17,2010
Page I
Worthington Arrnstron2 Venture MAVE)
NOTICE OF ACCEPTANCE• EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. WAV0001, Sheets I through 6 of 6, titled "EIFS & STUCCO Ceiling
Systern", dated 06/18/04 and 06/25/04, with last revision "F" dated 05/30/07, prepared
by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. "Submitted under NOA ft
0 7-0119.02 "
B. TESTS "Submitted under NOA # 04-0 716.03 "
1 Test report on Cyclic Load Pressure Test per FBC TAS 203 and test report on
Uniform Static Load Test per TAS 202 of EIFS Ceiling System, prepared by
Architectural Testing Report No. 01-46423.01, dated 03/08/04, signed and sealed by J.
A. Reed, P.E.
2. Test report on Cyclic Load Pressure Test per FBC TAS 203 and test report on
Uniform Static Load 'Pest per FBC TAS of Stucco Ceiling System, prepared by
Architectural Testing Report No. 01-46412.02, dated 03/08/04, signed and sealed by J.
A. Reed, P.E.
C. CALCU LATI ONS "Submitted under NOA # 0 7-0119.02 "
1, Anchor Calculations, prepared by PTC, LLC, Report No. 131-B, dated 11/30/06, pages
I through 6 and Report No. 131-C, dated 01/24/07, pages I through 6, signed and
sealed by Eric S. Nielsen, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Code conformance and no financial interest report # 1568, issued by PTC, LLC, dated
0 1/ 13/10, signed and sealed by Robert J. Amoruso, P.E.
Code compliance and no interest letter prepared by PTC, LLC, dated 12/19/06, signed
and sealed by Eric, S. Nielsen, P.E.
Submitted under NOA # 0 7-0,119.02
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 10-0124.04
Expiration Date: March 17, 2015
Approval Date: March 17,2010
E-1
120"
MAX.
SPAN
161,
CF
SP,
L
TYP. MAIN
BEAM SPACING
120" MAX SPAN
EIFS LAYOUT
E
I " - W -P N A,. W.
NOT IMPACT RESISTANCE E W
DESIGN PRESSURE CAPACITY
75.0/-75.0 PSF MAXIMUM
A
sym REvls*N
SEE NOTE
I SHT. 6
SEE N07
I SHT,
SEE
1 SHT. 2
SECTION A -A
SEE NOTE
I SHT. 2
TE
5
P-iam
WAVE
41 9 OLD LINCOLN HW, MALVERN, PA 193!
ELEVATION & CROSS SECTIONS
6 ((2cf")
TME
120" X 120' EIFS CEIUNG SYSTEM
E,k S. NW— — 06/1 8/c
Florida P. E. No. 41323
PTC, LLC ArwAW&w NTS WAVOOO
15 N. cogs.0 St., 25 P T..'.. : SHM
R-k1odg., F -
I.- F Of 6
Ps I — , 259M w"m.1m
NOTES:
1) ITEM #9 THE 1 1/4" DRYWALL SCREW IS SPACED 8- ON
CENTER MAX, THROUGH THE DENSGLASS AND INTO THE
MAIN RUNNERS, CROSS TEES & PERIMETER CHANNEL.
2) HANGER WIRE MUST BE SECURED AT EACH END WITH A
MIN, OF (3) TURNS IN 3" PER ASTM C636.
3) HANGER WIRE TO BE SPACED A MAXIMUM OF 24 " O.C.
4) VERT;CAL BRACING TO BE INSTALLED ON MAIN BEAMS
AT A MAXIMUM OF 24" O.C.
SECT)ON C-C
v. X 2w, P130101 U I
I
le 124
DETAIL-5-
SECURED 12" O.C. W/ 1 WOOD
TO MAIN STRUCTURE STEEL
CONCRETE
m(;nUcT sin tEW
7 w<efteft
tb. F1.6.10
e 7- 0111
E,k S. NieM1can
Fio,idc P. E. No, 41323
Prc, LLC
1535 N. Coo-oli St Ut. C-25
32955
23S
WAVE
9 OLD LINCOLN HW, MALVERN, PA 193
mi EjFS SYSTEM
F 2 OF 6
T-
120"
MAX,
SPAN
16" MAX.
CROSS
THE
S Pt)f'
i
120" MAX SPAN
STUCCO LAYOUT
SEE NOTE
2 SHT, 6
SEE
I SJ-
E
SEE NOTE
2 SHT, 6
SEE NO'
2 SHT,
SECTION E-E
SEE NOTE
1 SHT. 4
13 SEE NOTE
SHT. 6
SEE NOTE
1 SHT. 5
PROMKIT RENEWED f?-LV!tZa
BWA.8 C.& 7A—Ft NobA. F4
WAVE
9
OLD UNCOLN HIM, MALVERN, PA 19355 NOT
IMPACT RESISTANCE 7M-E: ELEVATION & CROSS SECTIONS 1/
2vos ww 120" X 120" STUCCO CEILING SYSTEM DESIGN
PRESSURE CAPACITY c F 2,2W5 Z7,—./m —cft Eric S. Met— PRUVM
Sy,' 06/18/04 0.—
noli& P. E. No. 41323 w
Be PM
LLC -NTS WAV0001 75 —75.O PSF MAXIMUM AOMWAF46 r' n/
24/1535 m, Co9-11 St., SwItt C-25 vme e T..-.om 0.1mansSri
REVtS3Qia32955 —
3 OF 6 C-TE I W — , 2U33 is
NOTES:
I) ITEM #9 THE 1 1/4" DRYWALL SCREW IS SPACED 8" CN
CENTER MAX. THROUGH THE RIBBED SHEET LATH AND
INTO THE MAIN RUNNERS, CROSS TEES & PERIMETER
CHANNEL.
2) HANGER WIRE MUST BE SECURED AT EACH END WITH A
MIN. OF (3) TURNS IN "I" PER ASTM C636,
3) HANGER 0RE TO BE SPACED A MAXIMUM OF 24" O.C.
4) VERTICAL BRACING TO BE INSTALLED ON MAIN BEAMS AT A
MAXIMUM Or 24" O.C.
F. 2,2"
EMMpm
SECURED 12" O.C. W/ (1- WOOD
TO MAIN STRUCTUREE gSTEELCONCRETE
WAVE
9 OLD LINCOLN HW, MALVERN, PA 19355
DE
flo,id. P. E. N., 41323
PTC. LLc
1535 N, Cog-11 St., SuAt. C-25
Rokldqs,Fiwid. 32955
8n - C.lkDU%0, 2"
F" 1- 4 OF 6
27 SEE NOTE to
SHT. 5
NOTE 2. 1 1EMBEDMENT
C> 2" MIN.
a"' EMBEDMENT
coi`cp_7E WK
14 ------
ft--1201ps! jr
fly OTHERS SEEI NOTE 4
SEE NOTE2 & A/ SHT 2 4
3 SHT. 2 . I I'
SECTION
21 SEE Non 1.
SEE NOTE to
1 114' AW 1 1/4- MIN
El N07S -7 DOEOMIENT
2s , SEE 0 1 7/8*23
RNN, SPAC14. WK. CD ,
1 7/16- MIN,
cl
3/4* MIN,
EMBEDMENT EMaEDMOf
CONCRETE vel
4CFE7E MM. 20W
2000 FS BY OTHERS SEE NOTE 4
S' 07HERS NOTE 4 SHT, 2
NOTE 2 w 2 & 4 SEE NO
3 SHT. 2 4
7 2 & jr 10 22
0 22
SECTION
SECTION L
ANCHOR NOTES:
THE VERTICAL BRACE IS SECURED TO THE MAIN
BEAM AT THE BOTTOM WITH (2) ITEM #16
TO THE STRUCTURE AT THE TOP AS FOLLOWS:
c.) CONCRETE SUBSTRATE WITH (3) ITEM #21,
3/16' CIA, RAWL TAPPER, W/I 1/4' MINIMUM EMBEDMENT.
ITEM # 17.
CQ WOOD FRAMING SUBSTRATE WITH (3) ITEM #17, #8 WOOD
SCREW, W11 1/2- MINIMUM EMBEDMENT.
c.) STEEL FRAMING SUBSTRATE WITH (3) ITEM #17, #8 SHEET
METAL SCREW, WIMINIMUM. 3 PITCHES OF THREAD BEYOND
STEEL FRMNO,
2) THE HANGER WIRE IS SECURED TO THE MAIN
BEAM AT THE BOTTOM WITH (1) ITEM #2 &
TO THE STRUCTURE AT THE TOP AS FOLLOWS:
a.) CONCRETE SUBSTRATE WITH (1) ITEM #25,
1/4" DiA. HILTI KWJKBOLT 111, W/2" MINIMUM EMBEDMENT.
D.) CONCRETE SUBSTRATE WITH (1) ITEM #26,
1/4" DIA. HILTI HCKB EYEBOLT, W/1 7/16" MINIMUM
EMBEDMENT,
CONCRETE SUBSTRATE WITH (1) ITEM #27,
3/8" DIA. HILTI HDI—P DROP —IN, W/ 314- MINIMUM
EMBEDMENT.
d.) CONCRETE SUBSTRATE WITH (1) ITEM #30,
1/4" DIA. HILTI HHDCA EYEBOLT, W/I 71/16- MINIMUM
EMBEDMENT,
CONCRETE SUBSTRATE WITH (1) ITEM #31,
114- DIA. ITW/PED HEAD TRUBOLT, W/2 1/8- MINIMUM
EMBEDMENT.
f.) WOOD FRAMING SUBSTRATE WITH (1) ITEM #23, #10 WOOD
EYEBOLT, W/I 1/2- MINIMUM EMBEDMENT.
STEEL FRAMING SUBSTRATE W!TH (1) ITEM #24, #10 SHEET
METAL EYEBOLT, W/MINIMUM 3 PITCHES OF THREAD BEYOND
STEEL FRAMING,
SEE NOTE 2tl 0 1 7/8-
30 SHT_ 5
P
MIN. SpAcoNG
1 7/16* MIN
EMBEDMENT
NORE mlhl
2000 fii
BY OTHERS, m SEE 14M 4
NOTE 2
SHT. 2 & 4
IT, 2 & 4
SEE NOTE
SHT. 5 23 SSEHIE. NOTE21
1D ""E
UK. THJCXNM
WOW FRAMING OR
TRUSS W OTHERS
7 1 1 1/2- MIN
sass
EMBEDMENT
U NOTE 4
2 * 4 rh
SE-TQN
qln N63E to
NOTSEE E 2.
37 T
MIN. SPACING
2 Ila- MIN,
10
COMIN, 2W0W" p0SEENM4SHT,
2 & ME
2 4n
T. 2 & 4 on
SECTION
P 20. =
7 0
2.
2-5 M/,4 m a
sw o4a NeN. ax.a 10/,t'Il. 11/1. Be SEE
NOTE lb SHT.
5 SEE
NOTE 2 3
SHT 2 & SEE NOTE 4 SHT
2 & A SECTION
PRODUCT
RENEWED px;'_'vc-T onftvl)
viiqI rf ft f3wift sb-k1l win, Abt vim WAVE
9
OLD UNCOLN HW, MALVERN, PA 19355 TME,
ELEVATION & CROSS SECTIONS STUCCO
CEILING SYSTEM INSTALLATION DETAILS Eris
S, N41". 1 /18/04 floAdc
P. E. No, 41323 BB 06 PTC,
LLc APOPW AW FNTS WAV0001 1535N. Cgweil St., softe C-25 o_7 Rodd.
dq. Fto6d32955 mi..e
lm F. ltllaao.-r F 5 OF 6
1DRYWALL - TRACK/
PERIMETER CHANNEL
TRHA 21 GAUGE
1 .250" —1
1,625"
20 MAIN BEAM
TYP, WALL THK, 018
0.0 18"
1.691"
0,036"
1 1.500"
TEM OTY DESCRIPTION
1 j A/R
CHANNEL, 33 K9 BY WAVE
W 21 GA., ALL TRACK/PRIMETER
2 A/R I@M MAIN KAMI FY WAVE
3 A/R XL8926 C-9C M35; TEE BY WAVE (EFS)
4 A/R STUD 2-1/2X I 1/4STH-22 Ga,, 33 K3 VERTICAL BRACE
5 A/R 1/2' "ALL SHEET O(N%WS GOLD, GEORW PACK
6 A/R 3/8' RIBEIM 90 LATH, 3.4 LBS/SQ.YD,, AS PER ASTM C-847
7 A/R EFIS FINSHEC CUT (SEE NOTE 1, SHEET 6)
8 A/R STUCCO WED CNT (SE NOTE 2, SIM 6)
9 A/R 18 x 1-1/4' LG. MOND TRUSS HEQ K LATH ORYWALL SCREW
10 A/R 112 k H.D.G. HANGER WEE (EIFS1
I I A/R G-90 AL7936 CM TEE BY WAVE (STUCCO)
12 A/R OJILDNG SRXTURE OR 2 BY WOOD MX V OTHERS
13 A/R STUCCO FUSHM COAT (SEE NOTE 2 SHEET 5)
14 A/R CROSS TEE CUP By WAVE
15 A/R MAIN BEAM ap By WAVE
16 A/R 16 X 9/16' TRUSS HD SELF DRILLING SCREW
17 A/R 18 SHEET METAL SCREW TEK ITW BUILDEX
18 A/R A6 3/4' CASE BEAD BY UNIWT 3/4' x 3 1/8' x 21 fa
9I A/R ffA1701 L 74M ZINC BY LNMAST 1 1/4* x 1 1/2' x 21 GA
20 A/R 112 SELF RLLNG & TAPPING BLAZER P"EE HEAD SCREW
A/R 3/16- DIAMETER RAWL TOU W/1 1/4' Mk EMKw
22 A/R P GA H.D.G. R40 WIRE (STUCCO)
3 A/R 110 I -A 15OWS WOOD SCREW Wolf,
4 A/R 110 I -LAC 75OSD SELF DRILLNG & TAPPING SCREW W/FYELETT
5 I A/R 11 /4' Dtk HILTI XWIK BOLT III AHCHOR
CROSS TEE BEAM03TYP, WALL THK, .018
EIFS
CROSS TEE BEAM
11 TYP WALL THK, 018
STUCCO
14 CROSS TEE BEAM CLIP
1128",
0.691
15 MAIN BEAM CLIP
1.715"
11
0 0
0.818" aL2 ougJ
0.09
701 BEAD L TRIMISTYPWALLTHK, 21 GAUGE
T— — 1.500"
1.250"
I1) Lrlz COMPOSITION:
DRY,AT GENESIS BASE COAT MIXED WTH CEMENT 1/8" THICK BY 9" WIDE PER MANUFACTURER
SPECIFICATIONS IS APPLIED TO THE DENSGLASS COLD JOINTS ONLY, FOLLOWED BY DRYVIT BRAND #20
FIBERGLASS MESH WHICH IS WORKED INTO THE BASE MIX, ANOTHER 3/16- THICK COAT OF MIX is
TROWELED OVER THE ENTIRE SURFACE. A CONTINUOUS LAYER OF MESH 15 THEN WORKED INTO THE
WET BASE MIX WITH A SECOND LAYER OF BASE MIX COVERING THE MESH. THE BASE MIX IS ALLOWED
TO DRY OVERNIGHT AND PRIOR TO A FINISH COAT OF DRY)AT BRAND MIX QUARTZPUTZ DPR BEING
APPLIED AND TROWELED TO PRODUCE A 1/8- TO 3/16" FINISH COAT.
2) A STUCCO MIX WITH A FINISH THICKNESS OF 3/4- IS TROWELED INTO THE RIBBED LATH IN THREE COATS.
THE FIRST COAT IS ALLOWED TO SET, THEN A SECOND LAYER OF MIX IS TROWELED ON SIDE TO SIDE
TO THE STOPS ON ALL SIDES. THE FINISH COAT MIX OF IVORY FINISH LIME, WHITE CEMENT AND WHITE
SILICA SAND IS WORKED INTO THE STUCCO MIX AND TROWELED ON IN AN 1/8- TO
3/16- THICK FINISH COAT.
2A) STUCCO MIX CONSIST OF: 22 SHOVELS OF C-144 SAND, 2 1/2 GALLONS 'THORO" BRAND
ACRYL 60 ACRYLIC ADDITIVE, 1 PACK CONTROL 'X" CHOPPED FIBERS, I SAG (50 LBS,)
TYPE "S- LIME, I SAG (94 LBS.) TYPE "I" PORTLAND CEMENT.
0.018"
1.517"
0.0336"
1.500"
18 #66 3/4" CASE BEAD
TYP. WALL THK, 21 GAUGE
3.125"
0,750"
EM OTY DESCRIPTION
26 A/R lT4* DW HVI HCK8 CEILING HANGER W/EYELET
27 A/R 3/8'Dik %TI HOI-P DU -IN ANCHOR
28 A/R 114- - 20 THREM EYELET.
29 A/R 3 - - 16 THREA0 EYELET,
30 A/R 1/4' A HAIL H40CA COLNG KANO W/EY0-ET
31 A/R 1/4' DA ffW/ RED HEM TRUBOLT ROM
2— Is fz /a-?
E'it S. Nw.-
Fl.dd. P. E ' N.- 41323
PTcl LLC
flS)w
153 S.A. C -25
I' 329ssIN.
TOPE C.Wi f W 259
DATE
MODWT RkNEWED 7 77
a oxviy" ilb ow
0 Z6evt e
Byy
WAVE
LD LINCOLN HW. MALVERN PA 19355
EIFS & CEILING SYSTEMS
v
a. rNTS I -
rAfmo'AW 1-- CV40'0`0
cw"me
wl.m.lm Fm 32, F 6 OF 6
APPENDIX 13-D
ik
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM i/QOB-08 Residential Component Prescript1w Method B ALL CLIMATE ZONES
Compliance with Method B of Chapter 1 i of the Florida Building Code, Residential or Subchapter 13 8 of the Florida Building Code, Buildina may be demonstrated by the use
of Form 11008 for singWand multipWfamiy residences of three stories or less in height, and additions to existing residential buildings. b comply, a building must meet or
exceed all of the energy efficiency requirements on Table 118.1 and all applicable mandatory requirements summarized in Table 118.2 of this form. It a building does not
mril ith this rruthnd it - still A of Ch2nter 11 nr Suhrhantar I lA of the annli"InIA rnda
PROJECT NAME:1[3LCk 1
AND ADDRESS:
UU} # BUILDER: "( -601
Z { iL14 7WERWMNO
OFFICE: J,4-//Acl It A
OWNER: r PERUQT NO. JURISDICTION NO.:
1. New constriction including additions which incorporate any of the following features cannot comply using this method: steel stud watts, single assembly roof/caging
construction, or skylights or other nomrertcal roof glass.
2. RB in all the applicable spates of the "To Be Installed" column on "Table 118.1 with the information requested. All'To Be Installed" values must be equal to or more sffklent
than the required levels.
3. Complete page 1 teased on the "To Be Installed" column information.
4. Read "Minimum Requirements for M Packages", Table 11 B-2 and check each box to indicate your Intent to comply with all applicable items.
5. Read, sign and date the "Prepared By" certification statement at the bottom of page 1. The owner or owners agent must also sign and date the form.
1. New conatructbn or addition
2. Single-femity detached or mrltiptsfamlty attached
3. ft muttlptedunlly--No. of unfts covered by this submission
4. Is this a worst case? (yesMc)
3. Conditioned floor area (sq. tL)
S. Glass type and area:
a. U-factor
b. SHGC
c. Glass arm
7. Pare"* of glass to floor area
S. Floor typo, arse or perimeter, and Insuletlon:
a, Slab on -grade (R-value)
b. Wood, raised (R-value)
c. Wood, common (R-value)
d. Concrete, raised (R-value)
e. Concrete, common (R-value)
9. Wall typo, area and insulatlon:
a. Exterior: 1. Masonry (Insulation R-value)
2. Wood frame (Insulation R-value)
b. Adjacent: 1. Masonry (Insulation R-value)
2. Wood frame (Insulation R-value)
to. Coiling type, area and inauladon:
a. Under attic (Insulation R-value)
b. Single assembly (Insulation R-value)
11. Air distribution system: Duct Insulation, locartion
Test report required if duct in unconditioned space
12. Cooling system:
Types: central, room unit, package terminal A.C., gas, none)
13. Hosting system:
Types: heat pump, elec. strip, net. gas, LP -Gas. gas h p., room or PTAC, none)
14. Programmable thermostat installed on HYAC systems:
15. Hot water system:
Types: elec., nat. gas. LP -gas, solar, heat rec.. deal. heat pump, other. none)
Please Print
1. M 77AJ
2 Si/4%LC
3.
4. h1C
8s. y L5
8b.
fiC L sq.ft.
7. %
8s. R = Iln. ft.
8b, Res sq. ft.
so. Rae sq.ft.
8d. R= sq. ft.
So. R= sq. ft.
90-1. R = sq. ft.
9b-1. R= sq.tt.
9b"2. R = sq. ft.
10 L R= sq:ft.
tOb. R= _ ._sq.ft.
its, R=U
11 b.Test report attached? Yes, Ito
12a. Type: v A6-
12b. SEER/EER:
12c. Capectry:
13a. Type:Dt:.M
13b. HSPF/COP/AFUE:.;%_
13c. ,C (4C2- /( 7--1,"
14. YY No
15a. Type.
1 Sb. EF:
CK
i nereoy eeetdy, trat the ports am spxfiations covered cy the calculation are in compliance wan I Ravew of ports Ud iper:dhanons covered Dy trios dafdulerWA indicates Compaarrce wren tM Floods
the Fiotda Energy Code. i Energy Code. Mare construction a compertee. tnkf buidtrq wet be inspected (Or eomptgncs Yt
j aaordanceanwSection SM.90e, F.S. PREPARED
BY: BUILDING
OFFrCrAL: T _ I
hereby canny that tees bat. m <omplu rtn . Florda Energy Code: OWNER
AGENT_ DATE 1 ^ L OAtE 2007
FLORIDA BUILDING CODE -BUILDING 13-D.23 Effective
3/ll2009
FORM I IOOB-08
TABLE 1113-11 MINIMUM REQUIREMENTS (See Note 1) All Climate Zones
BUILDING-O-NENT_____ PERFORMANCE dW1_T_ER_[A_ —INSTALLED VALUES-
e 6-5 -Windows W6t'e74 U-I'a-c-to-r-__6 U-factor--
SHGC = 0, 35 SHGC= tj
CFA — 16% % of CFA=
Exterior door type -Wood or insulated
Walls - Ext and Adi (See Note 3):
Frame R-13 R-value =
Mass
Interior of wall R-6 R-value =
Exterior of wallR4 R-value = R-
value = Floors
Slab -
on -grade No requirement Over
unconditioned s aces see Note 3 R- 13 R-value = Hot
water systems (storage type) Electric (
see Note 5): 40 gal: EF = 0.92 Gallons = 50
gal: EF = 0.90 EF = 0 Cl Gas
fired (see Note 6): 40 gal: EF = 0.59 Gallons = Oja
l EF = EF = Air
conclitionin s trims see Note 7 SEER = 13.0 SEER He
um systems SEER = 110 HSPF7.7 SEE R HSPFi_7ETGas furnacesAFUE = 78% AFUE = Oil
furnaces AFUE = 78% AFUE = Programmable
thermostat Must be installed on all HVAC systems Installed? Yes No Ductwork (
see Note 9) Location: Unconditioned
space' R-6, Tested Unconditioned space R-
value= Test
report: Conditioned
space NA Conditioned space Unvented
attic assembly per R806.4 with R-4,2 R-value = insulation
at the roof plane No test report required) Air
Handier location: Location: L)N0_(_114bnW14tb Unconditioned
attic" or garage Requires test report Test report: Conditioned
space or Unvented
attic assembly per R806.4 with No duct test required insulation
at the roof plane A) .
Each component present in the As -Built home must meet or exceed each of the applicable performance criteria _inorder to comply with this code u$
1619 L" W 11mul1vu, vu1t:Tw1Zm ivicuivu I% uufllpmdncGe must be used. 2)
Windows and doors qualifying as glazed fenestration areas must comply with both the maximum U-Factor and the maximum SHGC (Solar Heat Gain Coefficient)
criteria and have a maximum total window area equal to or less than 16 % of the conditioned floor area (CFA), otherwise Method A must be used
for compliance, Exception Additions of 600 square feet (56 M2) or less may have maximum CFA of 50 percent, 3)
R-Values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass walls, the interior (Int) requirement
must be met unless at least 50% of the insulation value is on the exterior (Ext) or integral to the wall. 4)
Attic knee walls shall be insulated to same level as ceilings and shall have a positive means of maintaining insulation in place. Such means may include
rigid insulation board or air barrier sheet materials adequately fastened to the attic sides of knee wall framing materials. 5)
For other electric storage volumes, minimum EF = 0,97 - (0.00132 * volume) 6)
For other natural gas storage volumes, minimum EF = 0.67 - (0,0019 * volume) 7)
For all conventional units with capacities greater than 30,000 Btu/hr. For Small -Duct, High -Velocity units, Space Constrained units, and units with capacities
less than 30,000 Btu/hr see Table 13-607,AB.3.2A of the Florida Building Code, Building, or Table N1 107,AB.3,2A of the FBC-Residential. 8)
For all conventional units with capacities greater than 30,000 Btulhr. For Small -Duct, High -Velocity units, Space Constrained units, and units with capacities
less than 30,000 Btulhr see Table 13-607.AB.32B of the Florida Building Code, Building, or Table N1 107.AB.3.2B of the FBC-Residential, 9)
All ducts and air handlers shall be either located in conditioned space or tested by a Class I BERS rater to be "substantially" leak free. Substantially
leak free" shall mean distribution system air leakage to outdoors no greater than 3 cfm per 100 square feet of conditioned floor area at a pressure
differential of 25 Pascal (0.10 in. w.c.) across the entire air distribution system, including the manufacturer's air handler enclosure, TABLE
I I B-2 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS
SECTION REQUIREMENTS FCHECK Exterior
oints &cracks N1 106.AB.1.2 To be caulked, psketed, we r otherwise sealed. Exterior
windows & doors N 1 106AB. 1. 1 Max. 0,3 cftrt/sq.ft. window area; 0.5 cfm/sq.k, door area. lie
Sole & to laces N 1106 A5, 2.1 So plates and penetrations throuqh top plates of exterior walls must be —sealed. I Recessed—
tj hfin N I 106AB. 1.2A Type IC rated with no penetrations two alternatives allowed M4stM
houses N1 106.AB,1.2,5 Air barrier on perimeter of floor cavity between floors. Exhaust
fans N 1 106.AB, 1.3 Exhaust fans vented to unconditioned space shall have dampers, except for combustion N _
12AB3 devices
with integral exhaust ductwork. Water
heaters f 1 Comply with efficiency requirements in Table N1112 AB.3. Switch or clearly marked circuit
breaker electric or cutoff (gas) must be provided. External or built-in heat trap 2A
required
for vertical plp Swimming
pool N f 1-1 B. 2 3-4 Spas & heated pools must have covers (except solar heated). Noncommercial pools must
have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of
78%. Heat pump pot heaters shall have a minimum COP of 4.0. Hot_
wa jrjipes_ N 11 12AB.5 Insulation is required for hot water qii rc ulatin stems including heat ra--its,' Shower
heads N 11 12AB 2A Water flow must be restricted to no more than 2.5 gallons er minute at BQs HVAC
duct construction, f N 111 O.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically insulation &
installation attached, sealed, insulated and installed in accordance with the criteria of Section V1_ N11
1 O.AB Ducts in attics must be insulated to a minimum of R-6. C
controlsN_107,AB_2 readilyaccessible manual or automatic thermostat for each s stem. 1) -ij.
414 2007 FLORIDA BUILDING CODE -BUILDING
BUILDPRO, INC
841 RIVERBFIND BLVD
LONGWOOD, FL 32779
Name / Address
Pam Bach
2442 mellanville ave
Sanford, t1
Estimate
Date Estimate #
2/14/2011 219-bath
Project
Description Qty U/M Rate / hour Total
kitchen/bath addition area 0.00 0.00
Building Permits 500.00 500.00
cover, protect and seal construction area in with plastic coverings and tape to best 600.00 600.00
control dust. checked everyday when we are there to ensure still secured
Demo existing doors into kitchen and most of interior walls in kitchen, demo floor 5,800m 5,800.00
covering, remove cabinets and try to relocate to garage area, demo plumbing, demo
electrical, demo hall stairwell wall, demo porch, demo exterior wall and save existing
siding. demo brick walkway in construction area and save to reinstalled, demo rod iron
window coverings on existing house side and back. dispose of all debris on a daily
bases.
frame up stairwell water heater and install a door on opening, purchase and install 2,700,00 2,700.00
three pocket doors in main kitchen area leading to bath,hall,dinning areas. install
headers in these areas to carry new loads.
pour looters and stem wall per the prints, cover stem wall with covering to match 2,500.00 2,500.00
existing house base wrap, inspect existing peirs and subfloor and determine if anything
needs to happen.(will price this separately on separate quote
install floor beams and plywood(gold bond) per the prints 1,800.0() 1,800.00
install and rework plumbing in new kitchen area and bath area, provide hose bib 2,600.00 2,600.00
outside (bath to be shower valve,sink and toilet)
frame up new exterior walls with bay area and install wall sheathing per the prints with 4,200.00 4,200.00
all necessary strapping
frame up roof and decking material per the prints 2,250.00 2,250.00
install membrane material and necessary flashing to make flat roof area water tight. 2,000.00 2,000.00
install gutter over door/porch area. install taper system(price to be estimate on taper
system but close at
frame in new porch to include existing screen door and screen in. cover screen with 1,800.00 1,8()0.00
lattice material per customer
install new window over desk and bay windows per print. windows to match existing 1,900,()0 1,900,00
Total
Phone # Fax # E-mail
CBC059085
I.isccnsed and Inscured
407.310.4004 407,682.2053 cst3549@aol.com
Page 2
BUILDPRO, INC
841 RIVERBEND BLVD
LONGWOOD, FL 32779
Name / Address
Pam Bach
2442 mellanville ave
Sanford, n
Estimate
Date Estimate #
2/14/2011 219-bach
Project
Description Qty U/M Rate / hour Total
exterior walls to be dried in and protected and new siding to match existing as best as 2,700.00 2,700.00
possible
rework IJVAC duct work to new area and try to hide grills in toekicks of cabinets 625.00 625.00
install exterior door on porch to kitchen, (door allowance $300.00) 500.00 500.00
install trim interior and exterior around doors and windows to include crown in living 1,400.00 1.400.00
room, dining room, kitchen areas
rework and run new electrical per the prints rotate interior panel, lighting to consist of 4,400.00 41400,00
ceiling cans. no under cab lights at this time but can be added
install insulation per the prints, look at existing and new and determine if spray foam 900.00 900.00
will work and add if will. price for foam to be determined later
build and install interior box seating around bay area with storage underneath. 1,600.00 1,600.00
purchase and install cabinets per customer likings with granite tops. kitchen to have 13,080.00 13,080.00
island wrapped in wood and decorative spindles
appliances allowance 9000 8,000.00 8,000.00
install flooring chosen by customer with a per sq. ft. price of $2.75 for material/ 2,157.00 2,157.00
flooring to be tile approx 411 sq.ft.
install new drywall and finish per customer, install the in bath shower area with niche' 1,800.00 L800.00
and single shower valve and head. dry in this area with slueter system to make water
tight
paint interior walls,doors,trim and exterior wood,doors per customer colors Paint to 1,650.00 1,650.00
match existing Benjamin Moore colors and paint
reinstall existing pavers to new porch. build steps and hand rail to customer specs and 2,800.00 2,800.00
comforts in radius fashion with pavers and no coping. (install/build new pergola,
customer design, priced separately)
Cleanup & Restoration of area to include dumpster 1ecs 600.00 600.00
0.00 0.00
upstairs bathroom guest 0.00 0,00
0.00, 0.00
Total
Phone # Fax # E-mail
CBC059085
Liscensed and Inscured
407.310.4004 407.6812053 est3549(o),aot.com
Page 2
BUILDPRO, INC
841 KIVERBEND BLVD
LONGWOOD, FI, 32779
Name / Address
Pam Bach
2442 mellanville ave
Sanford, 11
Estimate
Date Estimate #
2/14/2011 219-bach
Project
Description Qty U/M Rate hour Total
Sub -Total
mx
70,862.00
Total $70,862.00
Phone # Fax # E-mail
CBC059085
Liscensed and Inscured
407,310.4004OA0043 407.682.2053 est3549(,)aol.com
Page 3
r
I -
IcAlf)
Application No:
Job Address: AY2
Parcel ID:
Description of Work:
16
Documented Construction
4
FEB 28 Zoil I -
CIT OF SANFOR
1ILDING & FIDE PREVENTION
APPLICATION
117 (-,) 'y
Value:
Historic District: Yes 11 No 0
Zoning:
Plan Review Contact Person: fh =L"(a2'es'0x1 Title:
Phone: Zi 2- Zj! - ( 1 67 Fax: E-mail: 64 q
Property Owner Information
Name iL a,
City, State Zip: f
Phone:
Resident of property?
Contractor Information
fi
Name 'v'112V-1—el-
Street: r 9P
City, State Zip: ti, L C,
1-1 L
jat1hrs CoAs
ePhone: 413 - (1" __-)
Fax:
State License No.: (.6,- f5_
Architect/Engineer Information
L j,Q, i2 Name: Phone:
AS,Street: POE Fax:
City, St, Zip: b6AAAnJ L E-mail:
Bonding Company:
Address
Mortgage Lender:
Address:
P1, RMi INFORMATION
Building Per t
Square Footage: Construction Type: Kemede_ No. of Stories: c>
No. of Dwelling Units:
Electrical E3
New Service - No. of AMPS:
Flood Zone:
Mechanical 0 (Duct layout required for new systems)
Plumbing 13
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm 0 No. of heads:
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 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 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of Owner/Agent Date §Tg-,,atd,e bate IriC_60;-/Agent
fLhfl j E ilk
Print Owner/Agent's Name PriqContractor/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is — Personally Known to Me or
Produced ID — Type of ID
APPROVALS: ZONING: UTILITIES:
ENGINEERING:
COMMENTS:
FIRE:
bIBBIE BLANTOW""
Notary Public -State of Florida
My Comm. Expires Feb 25, 2015
Commission # EE 60182
Nji,(Noiry Assn.Bonded Ttiroah"
Contractor/Agent is — Personally Known to Me or
Produced ID _ Type of ID
WASTE WATER:
BUILDING:
Rev 11.08
tl Zttiil
Of Q, MR
H
MIAMI-ftE
MIAMI-DADE COUNTY, FLORIDAsmMETRO-DADF FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WESTFLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563
305) 375-2901 FAX (305) 372-6339
NOTICE OF ACCEPTANCE (NOA) www.maimidade.gov/buildin2code
Jeld-Wen, Inc. (OR)
3737 Lakeport Blvd.
Klamath Falls, OR 97601
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation Submitted has been reviewed by Miami -Dade County Product Control
Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and
other areas where allowed by the Authority Having Jurisdiction (ATIJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the A&IJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product
Control Division that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone,
DESCRIPTION: Series "Custom Collection" Aluminum Clad Wood Double Flung Window — L.M.T.
APPROVAL DOCUMENT: Drawing No. 074WN-0012, titled "Custom Collection Double Flung
Window — Large Missile Impact Resistant", sheets I through 6 of 6, dated 03/05/08, prepared by
Engineering Express, signed and sealed by Frank L. Bennardo, RE., bearing the Miami -Dade County
Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -
Dade County Product Control Division.
MISSILE IMPACT RATING: Large Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miarni-Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety,
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official,
This NOA consists of this page I and evidence page E- I and E-2, as well as approval document mentioned
above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAKIOADECOOW-r-Y M NOA No. 08-0402,03
Expiration Date: September 18, 2013
Approval Date: September 18, 2008
Page I
Jeld-Wen, Inc. (ORS
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections, "
Custom Collection2. Drawing No 07-JWN-0012, Sheets I through 6 of 6, titled "Cu
Double Hung Window — Large Missile Impact Resistant", dated 03/05/08, prepared by
Engineering Express, signed and scaled by Frank L. Bennardo, P.E.
B. TESTS
1. Test report on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
Along with marked -up drawings and installation diagram of a custom collection
aluminum clad wood double hung window, prepared by National Certified Testing
Laboratories, Test Report No. NCTL-210-3441-1, dated 08/28/07, signed and sealed
by Gerard J. Ferrara, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2004,
prepared by Engineering Express, dated 03/05/08, signed and scaled by Frank L.
Bennardo, P.E.
Complies with ASTM E1300-02
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 07-1116.04 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont SentryGlas 9 Plus" dated 01/03/08, expiring on 01/14/12,
F. STATEMENTS
1. Statement letter of conformance, dated March 18, 2008, signed and scaled by Frank L.
Bennardo, P.E.
2. Statement letter of no financial interest, dated March 18, 2008, signed and sealed by
Frank L. Bennardo, P.E.
3. Laboratory compliance letter for Test Report no. NCTL- 210-3441-1, issued by
National Certified Testing Laboratories, dated September 12, 2007, signed and sealed
by Gerard J. Ferrara, P.E.
Manuel Per X. nuel Per
Product Control xaml erroductControlXaMle
N 0 No. 00ANo. 0 03
Expiration Date: September 18,2013
Approval Date: September 18, 2008
E - I
Jeld-Wen, Inc (OR)
NOTICE OF ACCEPTANCE: EVIDENCE SUBL411JEL)
F. STATEMENTS (CONTINUED)
4. Addendum letter of Acrylic Sealant for Test Report no, NCTL- 210-3441-1, issued by
National Certified Testing Laboratories, dated June 25, 2008, signed and scaled by
Gerard J. Ferrara, P.E.
5. Addendum letter of the Silicone Sealant for Test Report no. NCTL- 210-3441-1,
issued by National Certified Testing Laboratories, dated July 01, 2008, signed and
sealed by Harold E. Rupp, P.E.
G. OTHERS
1. None.
IM
Q—
PelPeru, ueauuMaMProductControl Exam' iernetControlExam1cr
NOA No, O8-040
Expiration Date' September 18, 2013
Approval Date. September 18, 2008
CUSTOM COLLECTION DOUBLE HUNG WINDOW
LARGE MISSILE IMPACT RESISTANT
Z
w
W
GENERAL NOTES z > U w. 37- 3/8' MAX FRAME WIDTH
2, THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED
lzINACCORDANCEWITHTHE2004FLORIDABUILDINGCODEWITH2006
t-
34-3/8" MAX SASH WIDTH SUPPLEMENTS AND THE 2007 FLORIDA BUILDING CODE, FOR USE WITHIN z a
AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 tw
203 & ASTM E.1300-02 STANDARDS.
3F-3l2' MAX 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN 01 WIDTH— ll ff
THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS
BEEN USED FOR WOOD ANCHOR DESIGN. 2
3, POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE (
I
WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERSW ON A JOB -SPECIFIC
BASIS IN ACCORDANCE WITH THE GOVERNING CODE.
4 THE SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE
i INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT
FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR
REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENT, S FOR 3:
USE IN CONJUNCTION WITH THIS DOCUMENT, 0
PERMIT HOLDE -A SHALL VERIFY THE ADEQUACY OF THE EXISTING
STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS, WOOD SUCKS (BY 'z
i :OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE
EXISTING STRUCTURE.
x z6- ALL WOOD COMPONENTS OF THIS PRODUCT SHALL BE PRESSURE z
3': 2
X TREATED WESTERN PINE OR WESTERN WOODS WITH G=0.36 OR GREATERER
DENSITY, UNLESS NOTED OTHERWISE.
m, TSTUNITS GLAZED AS SHOWN HEREIN ARE LARGE MISSILE IMPACT .0 'T :'
71 (2) METAL LOCKS RESISTANT AND DO NOT REQUIRE IMPACT RESISTANT SHUTTERS, 0— 0
AND KEEPERS AT S. PLASTIC COMPONENTS USED WITHIN THE HVHZ MUST MEET ALL 0
APPLICABLE FIRE/SMOKE/UV PERFORMANCE REQUIREMENTS AS SET FORTH zRA" MVE IG -
0
IN THE ABOVE -NOTED BUILDING CODE,
9, ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR
PLATED AS PRESCRIBED IN THE ABOVE -NOTED BUILDING CODE.
c2
MAXIMUM ALLOWABLE2) ALUMINUM WIND
CLIPS PER )AM5
j < [DESIGN PRESSURE: +5,5/-75!
x
9= two2
2) ALUMINUM
ISNUBBEASILL',
NOTE'. MAXIMUM FRAME DIMENSIONS DO
NOT INCLUDE INTEGRAL NAILING FIN.
I TYPICAL ELEVATION
EXTERIOR VIEW 07-JWN-0012
TYPICAL HEAD ASSEMBLY
N.T.S. VERT VIEW
1) 18xl" FLAT
HEAD SCREW IN
EACH TOP CONER OF -18GAx1" NAILS
FRAME EXTRUSIONS / AT4--6-O.C.
It 1 \ ISGAxl"NAILS2) O6x3/4- FLAT AT 4'-6"0.C, HEAD SCREWS -7;7 111'
1 SGAX I NAILS
AT 6'-8' O.C.
2) #6xl' FLAT
2) P6 NI' FLAT
HEAD SCREWS
SCREWS.. W
FLAT HEAD
46xS/8" SCREWS:
l) FOR FRAME
46x/s*SCREWS:WIDTH .-25'
s3) FOR FRAMLE
19 (
2) FOR FRAME
W•IDTHS —2 WIDTH 25'
4) FOR 7
WIDTHS >2
2) *7x3/4' FLAT HEAD
SCREW PER BRACKET
r," 1, (I)*Shx'FV'4FLAT HEAD SCREW, 6-
2 FR0M _AD/SILL, AND AT 6'-8" O.C. 6GA""6"
x2 AT 18G NAILS
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C. 6 STAPLES111,
C.Rlll;l 12' PLASTIC CORNER
KEYS SECURED By
DIMPLING AND SILICONE
FILLED 1) *7x3/
4'F— HEAD SCREW AND (
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AT 6"-
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16GAx7/16'x2' L STAPLES
PER CORNER K TYPICAL
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S. HIORIZ VIEW \-2') N.T.S. HORIZ VIEW GLAZING TYPE <
A/\> GLAZING TYPE, 114" LAMINATED,
LMI 3/4- INSULATED LAMINATED, LM FOR USE
AT ANY HEIGHT ABOVE GRADE NOT FOR USE ABOVE 30'AB0VE GRADE I/$- ANNEALED
1/8" ANNEALED 1/8- ANNEALED 5132* ANNEALED 0.090'
SGP 11/32'
GAP -0,090-
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SILICONE DOW
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4-
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37-?%- MAX FRAME WIDTH -- i
ANCHOR ELEVATION
N.T.S. EXTERIOR VIEW
ANCHOR NOTES: ANCHOR SCHEDULE:
i 1. SEE ANCHOR ELEVATIONS FOR ANCHOR LOCATIONS AND/OR SPACING.
TO WOOD SUCK OR MOST STRUCTURE 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
6=0.55 m. WOOD): I MANUFACTURERS' RECOMMENDATIONS,
14 WOOD SCREWS WITH 1,1/2' MIN. 3. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,
THREAD PENETRATION ANCHOR SHALL BE J.00ATED IN CENTER OF NOMINAL 2x (MIN) WOOD STUD
114- LAG SCREWS WITH 1-1/2- MIN. I (i.e. 3/4' EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING).
THREAD PENETRATION, 4. WOOD HOST STRUCTURE SHALL BE 'SOUTHERN PINE" G=0.55 OR
GREATERER DENSITY.
S - MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE.
MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM,
BRICK, AND OTHER WALL FINISHES.
6 ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,
7 WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING
CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE
WOOD FRAMING MEMBERS, NOT INTO PLYWOOD.
B. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO
TRANSFER LOADS TO THE EXISTING STRUCTURE. fim
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IAMI-DIADE
MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION MtAMI, FLORIDA 33130-1563
305) 375-2901 FAX (305) 375-2908
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov
Jeld - Wen, lnc.(OR)
3737 Lakeport Blvd.
Klamath Falls, OR 97601
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miarni-Dade County Product Control Division
and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas
where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (in Miami Dade County) and/or the Al IJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or Suspend the use of such product or material within their jurisdiction. BORA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Division that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "6%8" F[E Outswing Opaque Premium Fiberglass Door"
APPROVAL DOCUMENT: Drawing No. JW062006, titled 'W-8" O/S Opaque Prenlimil Fiberglass Door
N.I.)", sheets I through 10 ol'10, dated 04/18/06 with revision A dated 11/06/06, prepared by PTC, I,I,C,
signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Approval stamp
with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control
Division.
MISSILE IMPACT RATING: NONE
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
APPROVAL of this NOA shall be considered after an approval application has been filed and there has
been no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA Will Occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause For termination and removal of NOA,
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirely.
INSPECTION: A copy of this entire NOA shall be provided to the User by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page I and evidence pages E- I and L-2, as well as approval document mentioned
above.
The submitted documentation was reviewed by Jaime D. Gascon, P.F.
NOA No 06-0613.11
Expiration Date: April 19,2012
Approval Date: April 19, 2007
Page I
Jeld - Wen, lnc.(OR)
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. JW062006, titled "6`-8" O/S Opaque Premium Fiberglass Door (N.1)",
sheets I through 10 of 10, dated 04/18/06 with revision A dated 11 /06/06, prepared by
PTC, LIX, signed and sealed by Eric S. Nielsen, RE.,
B. TESTS
1. Test reports on:: 1) Air Infiltration 'Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 3603.2 (b) and 2411.3.2.1, TAS 202-94
along with marked -up drawings and installation diagram, prepared by Architectural
Testing, Inc., 'Test Report No. 63496.01-301-18, dated 03 /31/06, signed and sealed by
Joseph A. Reed, P.E.
2. 'Test reports on:
1) Surface Burning Characteristics of Building Materials ASTM E 84-05,
along with marked -up drawings and installation diagram, prepared by Intertek ETL
Sernko. 'Test Report No. 3081208, dated 07 /28/05, signed and sealed by Stephen J.
Emerman, P.E.
3. Test reports on:
1) Self -Ignition Temperature ASTM D 1929-96,
2) Rate of Burning ASTM D 635-03,
along with marked -up drawings and installation diagram, prepared by ETC
l,aboratorics,'I'est Report No. ETC-05-056-16240.0, dated 04 /27/05, signed and
sealed by,loseph Labora Doldan, F.E.
4. 'Test reports on:
1) Mechanical Property 'Tests of Plastic Materials ASTM D 638,
along with marked -up drawings and installation diagram, prepared by ETC
Laboratorics,'Fest Report No, ETC-05-056-17003.0, dated 12 /05/05, signed and
sealed byloscph Labora. DoIdan, P.E.
C. CALCULATIONS
I Anchor verification calculations and structural analysis, complying with FBC-2004
Supplement 2006), prepared by PTC, LLC, dated 03105/07, signed and sealed by Eric
S. Nielsen, P.E.
Complies with ASTM E1300-98/02.
Jaime D. Gascon, X.
C",f o'lo'.t 'i, . (.011tro "iCitef, Pro(luct Control Division
NOA No 06-060.11
Expiration Date. April ' 19,2012
Approval Date: April 19,2007
Jeld - Wen, Inc. OR
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 06-04111.01 issued to Jeld-Wen., Inc. for their "Premium
Fiberglass Door Skin with PURfiber — Component Approval" dated 08/17/06,
expiring on 08/17/11.
F. STATEMENTS
I Laboratory compliance letter forTest Report no. ATI- 63496,01-301-18, issued by
Architectural Testing, dated March 31, 2006, signed and sealed by Joseph A. Reed,
P.E.
2. Staternent letter of no financial interest, dated February 14, 2006, signed by Steve
Saffell of Jeld-Wen, Inc.
G. OTHER
1. N/A
UM
Jaime 1) Gascon, 11.1'. D. C'asco
Chief, product Controt Division
NOA No 06-0613,11
Expiration Date-, April 19, 2012
Approval Date: April 19, 2007
YOL13rWEs
37 314" MAX,
FRAME WIDTH
PREMIUM FIBERGLASS DOOR 38 " MAX
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LO`N,' CODE AN- :,VH,2 RECOiREMENTS 2,
WOOS EIw. KS iiy C--'ERS, MUST BE viCmaPED PRCtPERLY 7 ,
0 -RANVEP LCACS 7C -1HE STRJCTURE 3
PRCDUC- ANCHORS S?,tAl.i - 6E AS ?S7ES ANO SPACES AS S"
C'NN ON CETALS- ANCHOR EM6EDUEN7 . BASE MATSpA, SHALL
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ore constr--teo of f,rqer-jojolec! pine )—c'
s "eos.'inq 4-9116, x ?-'14*' The heed jo'bs ore mortised ona
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RESSURE i 7AING SNOTE i00RDESicN PRESSURE RATING AND SWOLE PWR WIT: 155" CA MAX W107, S;
DFL'TES WITIO1,;T &D2LiT[S C UAL FEC W-,
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3737
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OR. 9761 mm-6'-8" O/S
OPAQUE PREMIUM FIBERGLASS DOOR ELEVATIONS NOTES Erie S. Nielsen
at Florid.
Q. No. 41323 S.
SAFFELL 4/18/06 PTC LLC 1535 Cogswell Streat,
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X 8 7-P —1 6" MAX
cEE
74 112zi
DETAiL 5 ON THIS SHEET
DOL-ELF DOOR ANCHORING LOCATIONS
NOTES
I SPACiNG FOR 17M #24 '#8 x 1 7/2" TEK SCREW)
S AS rOLLOWSTOP & 3077CM: lE / SIDE ! 21 SrREVIIS
Y' ;IN, FROM EACHCORNER.DOOR PANEL /2
SCREWS 3' ;N FROM, EACH CORNER, 2, 1THE ,
HE CENTER SPACED5.75" O.C. SIDES FOP BOTt4;
18) SCREWS 6-'' 16-175" EXTERIOR 28.2;",
36,
125", 46`, 55,S75", 65. , 75- llD 75.625"EROM
THE BOTTOM 07 THE LJ-'E FRAME 2 THE HEAD
JAMBS ARE ' jOiNET-1 To THE SIDE JAMBS USING 3)
7116 " CRCWN x 2" LCN,' WIRE S7APLES 3, CORRUGATED
NAILS (
OTY 10) ARE SPACED ALONG BOTH
FACES OF HE MULLION, iNTER)O DETAIL
IL 5
0CD 0]
i c C37-/
DP-:!)-
3/
8"
ASTRAGAL PE7A!N-7,f- BOLT HOLE THRU THRESHOLD/MASONRY
x 1-1318" DEEP DETAIL 4 SEE
DETAIL 4
NOTE 2 ON
8 TYP 7
K THIS SHEET Typ
SEE f7l
DETAIL
7 ON -
SHEET
00 X
0
OD
N - U,
N
3,"
MAX.
X
11 Typ (
TI/
Ri
68 SINGLE DOOR
WaL—
DELITES ANCHORING LOCATIONS CLASS STEEL INTERCEPT
DETAIL 3 BITE / I-SPACCEP
0.1,25"
TEMPERED 39', 2 TGLASS 12 0.
25
AJ.R 0 SPACE 1 01
fo
0,
725TEMPEREDACLASSFi-w.
B, 1,3 21
NOA#,QAI t vll
Mimi D. 2 v < —r
DmAmc--
D`Hj R0 B 0 L T 'STRIKE PLATE MOUNTING, SEE NOTE DRILLASTRAGALRETAINERBOLTHOLEONTHIS SHEET
THRU HEADER/MASONRY x 1-3187DEEP CLAZINC DETAIL INSULATED
CLASS UNIT
REYiSioN EIII I. "
Eric
S. Nieben
Flofioo P. E.
No, 41323 PLC, LIC 1535
Cogs.61'
Strom, Suite C25 P...)d.dg., %
rid. 32955 JELD-WEN, INC.
PHONE (541)-882-
3451 1717 1 AVf7PnPT
RI Vr) — KI AkhATH FAI I C OR Q7AAl I ILI I '/ ,
of V-.
Ay
N.T.
S.
JW06201 pm - ml.uo.
17w
F. 321. olm A 1'7 of 10
T
N
Qr7 SEE DETAIL 3 ON SHEET 7
Q71 I - - 7 11
I . . 1
1 — 8 " TYR 6" Typ—'I
4 " 711
X
SEE DETAIL 4 &
NOTE 2 ON SHEET 7
SEE DETAIL 6
ON THIS SHEET SEE
DETAIL
7 ON,
THIS --ON
SHEET <
X
SEE DE"A.;L 5 ON SHEET— 7
7
DOUBLE DOOR WISIDELITES ADETAIL
LOCATIONS
STRIKE
PLATES TO JAMBS DETAIL
9 STRIKE
a'LATE Tc T
ERA AS Y' RAGAS DETA
2L 9 F'
ASTENER SPA'A'C END'-
1-74' ASTRAGAL SEE
DETAIL 6 ON
THIS SHEET 01-
5 -
TYR — 57
314" fl
SINCLE
DOOR ANCHORING LOCATIONS DETAIL
6 HINGE
DETAIL 4
911 6 JELD—
WEN, INC. PHONE (
541)-882-3451 L3737LAKEPORTBLVD. — KLAMATH FALLS, OR. 97f IM-
16'-8* O/S OPAQUE PREMIUM FIBERGLASS DOOR ANCHORING
LOCATIONS & DETAILS Eric
S. umber, floPda
P. E No. 41323 vMin4nEa
sr. SAFFELL
4/18/01 PTC,
LLC 1535
C.9-0 Stret , Suits C25 AWOMWAW —N.T.S. JW0620( R=
kt.d9, Fjo6do 32955 E
C.-&ar. .4 ALa-rdb- NO. 25935 W.
ram,.
1. 321,a.'M A SHMI. 8 of 10
4,5625"
301 0 0
4.5rr—i COMPRESSION WEATHERSTRIP
O—LON QDS 650THRESZDQ OWSWW WLD (ENDURA) ASTRAGAL BOLT
PARTS F084565A, 6063—T6 ALUMINUM
WOOD FRAME —4 4 STEEL DOOR HING i MATERIAL: CIR STEEL ROD
ZINC & YELLOW CHROMATE
1.625'
IN
ol25"
ASTRAGAL
BOLT &
LATCH
SUPPORT 3 TOP RAIL 750"
5/16-
BLOCK
LVL WISOFTWOOD CAP FINGER JOINTED WOOD (27PLASTICLIPLITEFRAMEBOTTOMRAILASTRAGAL
BOLT STRIKE PLATE(,050' STEEL) 1
1/2 0
ASTRAGAL (
ENDURAj 75" qz=
6063-76 ALLIMINL)m 1
5/8' WOOD
MULLION CAP SURFACE BOLT (IVES, .25" STEEL) ATTACH
TO DOOR USING ITEM 40 LOCK
3LOC—K/PINE) SDELILE
STILE & RAIL LVL
W/SOFTWOOD CAP HINGE &
LATCH STIL LVL
WISOF—IWOOD CAP z
SURFACE
BOLT STRIKE 1.125" ATTACH
TO HEAD & SILL USING 10
x 1 114" F.H. SHEET METAL SCREWS
PROVIDED WITH, BOLT. App,—.,
J . —plyin fth the W —
o' JELD-
WEN, INC. PHONE (
541)-882-3451 13737LAKEPORTBLVD. — KLAMATH FALLS, OR, 976011 it
I I Icc COMPONENTS & BILL OF MATERIALc Er'
c S. 9.1w — - l' 4 106do
P , E - N.. 41323 , MONTOYA PTC,
LLC AP"'Affmw N.T.S. 1535Cog—1 Street, slilla C25 Rockbdge,
Florid. 32955 Carti . &
Athdwtb- NO. 25235 P 321-UO.17W F. 321—M A 1 9 of 10
J_'_JVED
MAY 19 2,011
CITY OF SANFORD
UILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: Documputed Construction Value: $__1Q
Job Address: -/-4 722 Historic District: Yes 11 No
Parcel ID:
Descriptioi
Plan Review Contact Person:
Phone:
Name
Street:
City, State Zip:
Name IL
Street: 2
City, State Zip:
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
no
Title:
Fax: E-mail:
Property Owner Information
Phone:
Resident of property?
5rContractor
Information I /%
5 W( r /z- C Phone: 3 E2 Fax:
C
State License No.: C- 3 Architect/
Engineer Information Phone:
Fax:
E-
mail: Mortgage
Lender: Address:
PERMIT
INFORMATION Building
Permit 0 Square
Footage: Construction Type: No.
of Dwelling Units: Flood Zone: Electrical [
3 New
Service — No. of AMPS: Mechanical
13 (Duct layout required for new systems) No.
of Stories: Plumbing
0 New
Construction - No. of Fixtures: Fire
Sprinkler/Alarm 0 No. of heads:
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, beaters, 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 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 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is _ Personally Known to Me or
Produced If) ___ Type of 1131
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
PT-uit Contractor/Agent's N
Signature of Notary -State of Florida Date
Contractor/Agent is
Produced ID
Rev 11.08
THIS INSTRUMENT PREPARED
7Name.
Address: MARyM* MORSE, CLERK OF CIRCUIT COURT
SEMIM)LE COUNTY
State of Flo N 07539 Pa M9; (1119)
CLERK'S # 2(*ij1025582
RECORDED 03/10/2011 1206103 P"
NOTICE OF COMMENCOM_rES 10.00
Mr.Wn&fr.VT Seith
Permit Number Parcel ID Number (PID) 3112 31 5i2Q nn--,V 13z-(2
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.
DESCRIPTION OF PROPERTY (Legal description of the property and street address if ava,'Iable)
Ar I_? L"974_ 57, J j1h7.4 1 *3 $o jAe ArK
GENERAL DESCRIPTION OF IMPROVEMENT
OWNER INFORMA
Name and address:
Fee Simple Title Holder name and address (if other than owner) : 0a 4 -- "-- I W otj t2if C ) - '>A /
CONTRACTOR
Name and address: )'('4 jf r
4z P-12 61,'Illor-z,: J,
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided
by Section 713.13(1)(b), Florida Statutes. CW69aNameandaddress: Lhatv-
In addition to himself, Owner Designates
ction 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement:
The expiration date is 1 vear from date of recordi
To receive a copy of the Lienor's Not
unless a different date is specified. rt
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
STATE OF FLORIDA COUNTY OF SEMINOLE
Vl: #
OWNERS SIGNATURE OWNERS PRINTED NAME
NOTE: Per Florida Statute 713.13(1) (g), owner must sign...... and no one else may be permitted to sign in his or her stead."
The instrument was acknowledged before me this day of .20// egoing
by s personally known to meLChLRCIC ) 2a— . Who i
Name of person making statement
OR who has produced identification E3--ty-pe of identification produced
VERIFICATION PURSUANT TO SECTION 92,525, FLORIDA STATUTES
UNDER PENALTIES OF PERJURY, I DECL,RE THAT I HAVE READ TH FOREGOING AND THAT THE FACTS STATED IN IT
KNOWLEDGEARETRUETOTHEBESTOFMYKIDGE AND BELIEF
SIGNA-fLIRA OF NATURAL PEKSON SIGNING ABOVE
YVONNE HOWELLAllaryPublic - State of FloridaWMyCOMM, Expires Oct 23, 2013VP' Commission # D 931627BondedThroughNationalNotaryAssn,
Application No: Ll
Job Address:,
Parcel tD:
Description of Work:
FEB 2 8 2011 C' ELiCl OF SANFORD
L 11BY)PUILDING & FI E PREVENTIONL-3
APPLICATION
Documented Construction Value:
4
Historic District: Yes 0 No 11
Zoning:
Plan Review Contact Person: Title:
Phone: Fax: _yZ'2-- E-mail: FST,-164 q ec_)ez 0f -.Ccr":C'
Property Owner Information
Name L Vtz v Phone:
Street: c2cttA UnAl\,11_0 L)L' Resident of property? : _('44';5
City, State Zip: Ll fe t2_12
Contractor Information
Name Phone: (7(' tv e_1">0
Street: j?, ULO MLLCL- € Fax:
City, State Zip: State License No.:
Architect/Engineer Information
Name: r tL(2e4(_,'t',af' Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company:
Address:
Mortgage Lender:
Address:
PERMIT INFORMATION
Building Permit
Square Footage: Construction Type: - , wiAe No. of Stories: c::;),
No. of Dwelling Units: Flood Zone:
Electrical 13 Plumbing 0
New Service - No. of AMPS: New Construction - No. of Fixtures:
Mechanical 13 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads:
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 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 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the tight to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of Owner/Agent Date
Print Owner/Agent's Name
S igna re o1z5t4"10r/Agcnt bate
L,(4
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date
Owner/Agent is ... Personally Known to Me or Contractor/Agent is — Personally Known to Me or
Produced ID Type of 11) Produced ID ® Type of ID
APPROVALS: ZONING: / WASTE WATER:
ENGINEERING:
COMMENTS:
BUILDING:
Rev 11.08
jO T TK rel M.
Application No: q L t Documented Construction Value: $
Job Address: d? _2 Lf&AIL k' //,- 4,,,1L
Parcel ID:
Description of Work: M
OF SANFORD
PREVENTION
APPLICATION
Historic District: Yes 11 No 0
Zoning:
Plan Review Contact Person: Title:
Phone: Fax: 114 2 - 6 -7;,2 E- mai I
Property Owner Information
Name
Street: ,2A1AA adcbu'lt_t"
City, State Zip: f6 ki L
Phone:
Resident of property?
Contractor Information
Name 611)LA - IJ 7, e-)- v/,--, / ' Phone:
Street:,) 242 H,"') Klovrkl"" C1, Fax:
City, State Zip: State License No K&LZI-
Arch itect/Engineer Information
Name: 5tL(2 e_kraf Phone:
Fax: Street: oo
City, St, Zip: R'V j'f E-mail:
Bonding Company:
Address:
Building Permit M-'
Square Footage:
No. of Dwelling Units:
Electrical 11
New Service - No. of AMPS:
Mortgage Lender:
Address:
PERMIT INFORMATION
Construction Type: 14 No. of Stories:
Flood Zone:
Plumbing 0
New Construction - No. of Fixtures:
Mechanical 13 (Duct layout required for new systems) Fire Sprinkler/Alarm 13 No. of heads:
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, beaters, 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 pen -nit, 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 713,
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your pen -nit fees when the
permit is released.
Signature of Owner/Agent Date ate
Print Owner/Agent's Name Print Cori tractor(Agent's Narrie
Signature of Notary -State of Florida Date
Owner/Agent is ___ Personally Known to Me or
Produced II) ____ Type of It)
APPROVALS: ZONING:
1,NGINEERING:
COMMENTS:
Signature of Notary -State of Florida Date
Contractor/Agent is ___ Personally Known to Me or
Produced ID Type of ID
UTILITIES: WASTE WATER:
FIRE: BUILDING:
Rev 11.08
Application No: 1. 1— ri C
Job Address: L
Parcel ID:
Description of Work:
NG & FI
Documented Construction Value: $
4
OFSANFORD
PREVENTION
APPLICATION
Historic District: YesEl No 0 Zoning:
Plan
Review Contact Person: Title: Phone:
Zl 2- Zc, Fax: YZ 2 z 6:!4,,2 - E-mail: Property
Owner Information Name
Phone: Street:
Resident of property? City,
State Zip: Contractor
Information Name
12fio"-/J /;)v/'-'/ Phone: 67 Street:,,
224-2 U v b :L:e ez P Fax: City,
State Zip: L State License No.: Architect/
Engineer Information Name:
Phone: Street:
Fax: City,
St, Zip: 42 2 4)- E-mail: Bonding
Company: Address:
Building
Permit M--- Square
Footage: No.
of Dwelling Units: Electrical
13 New
Service - No. of AMPS: Mortgage
Lender: Address:
Construction
Type: No. of Stories: Flood
Zone: X Plumbing
0 New
Construction - No. of Fixtures: Mechanical
13 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads:
G
K]
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 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 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature -of0w—n—er/Agent —Date Cnt r/Agent [)are
iWILL
Print Owner/Agent's Name Print Contractor/Agent's Name
Signature of Notary State of Florida Date
Owner/Agent is _ Personally Known to Me or
Produced ID __ Type of [1)
APPROVALS: ZONING: "`Pl ""UTILITIES:
k
ENGINEI' Z l FIRE:
COMMENTS:
Signature of Notary -State of Florida Date
Contractor/Agent is __ Personally Known to Me or
Produced 11) Type of ID
WASTE WATER:
BUILDING:
Rev 11.08
0
I ]-
1877—
I
r
IIITj City of Sanford
Planning and Development Services
Engineering — Floodplain Management
ELM
Name: V'- k 0 A-- P
Firm:
Address:
City: State: Zip Code:
Phone: 56L-y- 3to -q-QQ -7 ST 35441 9.p -4 Fax: ?t>V Email: Z'- L
Property Address: Zqq-L t-wL ((Q
Property Owner:
Parcel identification Number:
Phone Number: Email:
The reason for the flood plain determination is:
F-1 New structure Existing Structure (pre-2007 FIRM adoption)
L44 Expansion/Addition F-] Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076)
Flood Zone: Base Flood Elevation: w,&, Datum: W
FIRM Panel Number: 12-0 Vci q g Q:lp f— Map Date: 9,7-8.01
The referenced Flood Insurance Rate Map indicates the following:
The parcel is in the: 0 floodplain D floodway
A portion of the parcel is in the: 0 floodplain 0 floodway
The parcel is not in the: [Zjifroodplain 0 floodway
E-1 The structure is in the: F-1 floodplain E] floodway
Ll' The structure is not in the: [LI-ft-bodplain [] floodway
If the subject property is determined to be flood zone W, the best available information used to
determine the base flood elevation is:
Reviewed by: C Date:
TAEngr-Fil;s—Tievation CertificateTlood Zone Determination Request Form.doc
Four Seasons Roofing
386-366-3979, 386-748-8976
271 Seaview ave.
Daytona Beach Fl.
License # CCC 1329063
Submitted To: Taylor Const.
Project Location 2442 Mellonville, Sanford Fl..
We propose to perform the labor necessary for the completion of the following:
oe
Complete re -roof of house to include: Amu- kU 06.1
Install 30year -arch. Shin les on 3/12 section
Install tapered insulation board on low slope area
Install new cave metal
Install self adhered modified base and can sheet on low slope area
Obtain all permits and inspections as required
Remove all trash to appropriate lanialfill
Run lrCLL nel and C,A an y1-rcl
Attend mi ***
Four Seasons Roudlmg iS ilO[ 161 dan-iage to deh,Co, truck ,. 11'
that, defive-, tnicks not proceed on driveways there will be an additional "hand
toprquahI11 ddelivre& icc chai -CCJLI' '
I ChallgC a p)rweI11Valllre-d
u,,o! lov A
Total Project COST $ 1,000.00
Draw schedule as follows: 100 %on completion
Respectfully submitted by: Willie E. Philyaw
Four Seasons Roofing
Further conditions to the proposal, it is understood that we will not be responsible for
delays caused by conditions beyond our control and that the proposal may be withdrawn by Caryl
Philyaw, Inc. if not accepted within 30 days or at any time prior to down payment.
Acceptance of proposal constitutes a contract between Caryl Philyaw, Inc. and signer.
Signer assumes responsibility of payment in full according to contract.
Acceptance of proposal by:
I have the authority to order work as outlincd'above and agree furthermore to pay a
service of 1 1/2 % (18% A.P.R.) on the unpaid balance beyond terms stated. I also agree to pay all
ouft ko"ts and attorney fees should collection efforts ever become necessary. Date.
a 6 D
f, "I 41page2 () t