2835 Empire Pl - BR08-000579 (WINDOWS & DOORS) DOCUMENTSN
CITY OF SANFORD PERMIT APPLICATION
Application # : V 1 Submittal Date:
CJob Address: v Jr P
G'` I
C Z LjValue of Work: $
Parcel ID: Zoning: Historic District:
Description of Work: dow L ,14,4 t rJ-5....... f'...................... Square °Footage:..................... .
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign
Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair -Residential Commercial
Commercial Industrial Occupancy Use Group(s): Occupancy Type: ResidentialXofConstructionType: Stories: of Dwelling Units: Flood Zone: (FEMA form required )
Property Owner: e X)-,1 Contractor:
Address: c0 f" ez 4 C Address:
4:
E-mail: Phone: State License Number:
Bonding Company: Mortgage Lender:
Address:
Architect/Engineer:
Address:
Address:
Phone:
Fax:
Plan Review Contact Person: Phone: Fax: E-mail:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify'that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of p it is verItIcation that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
r
Si ure of ner/Agent Date Signature of Contractor/Agent Date
Print Owner/Agent's Nape /
v
Print Contractor/Agent's Name
A ("o Jk / / U?
Si ture of Notary -State of Florida Date Signature of Notary -State of Florida Date
Qc° 1.0 16• ,' T y
Owner/Agent is Mona(1} [ rown to Mey Contractor/Agent is _ Personally Known to Me or
Produced ID — ' — _ _ Produced ID
CJ
APPROVALS: ZONING: i <6fTIJ "°. y`' ° o FD: ENG: BLDG
Special Conditions:
Rev 07.07 `
Xrrr1iQ``d1
5
F
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners
from qualifying as contractors and to express any applicable restrictions and responsibilities.
OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT
FSS 489.103 Disclosure Statement
State Law requires construction to be done by licensed contractors. You have applied for a permit under an exemption
to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain
restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction
yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or
improve a commercial building, provided your costs do not exceed $75,000. The building or residence must be for
your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a
building you have built or substantially improved yourself within 1 year after the construction is complete, the law will
presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not
hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your
responsibility to make sure that people employed by you have licenses required by state law and by county or
municipal licensing ordinances. You may not delegate the responsibility for supervision work to a licensed contractor
who is not licensed to perform the work being done. Any person working on your building who is not licensed
must work under your direct supervision and must be employed by you, which means that you must deduct
F.I.C.A and withholding tax and provide workers' compensation for that employee, all as prescribed by law.
Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations.
BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement)
r',
U_
I UNDERSTAND AND AGREE TO THE EXEMPTION PROVISIONS OF FLOR
Pro ert Address: p Y
1) do hereby state that i am qualified and capable of
performing the requested construction invo d with the permit application filed.
S gria'tZZure • •00 as r. (v, D e
Jrm riantifirntinn m r
Must be$,o.
U
ID)
00 8
A violation of this exemption is a misdeme
exceeding 1 year and a $1,000.00 fine in
jurisdiction shall withhold final approval, i
activity against the owner and any person
e#itnishable by a term of imprisonment not
ialties. In addition, the local permitting
iursue any action or remedy for unlicensed
requires licensure under the permit issued.
0
Rev. 4/20/07)
W 1 no( (0 4 Cl
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
4:
DAviD JOHN50N, CFA, ABA
PROPERTY
d2 19
APPRAISER
Fu
SEMINOLE COUNTY F1_
q 1
M
1)
9
1101 E. FlR5T ST 1 C!
225AMFORD, FL32771-7A 58 i. .Z7
407-665-7506
xa
m
r
si 23
2008 WORKING VALUE SUMMARY
Value Method: Market
GENERAL
Number of Buildings: 1
Parcel Id: 06-20-31-505-OE00-0410
Depreciated Bldg Value: $95,571
Owner: ARMSTRONG JOSEPHINE
Depreciated EXFT Value: $0
Mailing Address: 2835 EMPIRE PL Land Value (Market): $22,140
City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0
Property Address: 2835 EMPIRE PL SANFORD 32773 Just/Market Value: $117,711
Subdivision Name: MERE PARK 2ND REPLAT
Assessed Value (SOH): $53,075
Tax Distri . S1-SANFO
Exempt Value: $25,000
Exemptions: 00-HOMESTEAD (1994) Taxable Value: $28,075
Dor: 01-SINGLE FAMILY
Tax Estimator
Tax Reform Calculator
SALES
2007 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp Qualified
Tax Amount(without SOH): $1,746
QUIT CLAIM DEED 04/2007 06694 0334 $100 Improved No 2007 Tax Bill Amount: $500
WARRANTY DEED 01/1979 01207 1761 $24,000 Improved Yes Save Our Homes (SOH) Savings: $1,246
WARRANTY DEED 01/1976 01080 1686 $18,600 Improved Yes
2007 Taxable Value: $26,780
DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this Subdivision ASSESSMENTS
LAND LEGAL DESCRIPTION
Land Assess Frontage Depth
Land Unit Land PLATS: Pick... ;I
Method Units Price Value
FRONT FOOT &
LEG LOT 41 BLK E WOODMERE PARK 2ND
DEPTH
60 118 .000 410.00 $22,140 REPLAT PB 13 PG 73
BUILDING INFORMATION
Bid
Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New
Num
1
SINGLE 1972 5 956 1,305 956 BOCKONC $
95,571 $115,146
FAMILY
Appendage / Sgft UTILITY FINISHED / 88
Appendage / Sgft OPEN PORCH FINISHED / 30
Appendage / Sgft GARAGE FINISHED / 231
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed
Porch Finished,Base Semi Finshed
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad
valorem tax purposes.
If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value.
http://www.scpafl.org/web/re_web.seminole_county_title?parcel=062031505OE000410&... 12/31 /2007
Permit #: Project Name:
08-579 1 Door / Window Installation
Address:
2835 Empire Place
Plans Reviewed By:
Richard Denman 1/7/07 407-330-5656
The Permit Is Subject To The Following Comments
THE FOLLOWING ARE STANDARD PLAN REVIEW COMMENTS:
Notice: In addition to the requirements of the Permit, there may be additional restrictions
applicable to this property that may 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.
1. Any connections that may be hidden during the installation shall be inspected prior to covering.
2. Inspections shall not be given unless the Approved Plans and Permit are posted in a prominent
location and protected from against the elements until all inspections are complete.
3. All permits require final inspection. Failure to do so may result in charges being filed with
the Department of Business And Professional Regulation.
4. Permits shall expire if work has not begun within six months of date of issuance.
5. All 2004 Florida Building Codes are to be complied with.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE
OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO
OBTAIN FINANCING, CONSULT YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT. SECTION 713.135 FLORIDA STATUTES.
PERMIT # D -
DATE;
WINDOW ALLOWABLE SIZE VS.
PRESSURE TABLE
MAXIMUM MAXIMUM ALLOWABLE
FRAME FRAME PRESSURE
HEIGHT WIDTH
IN.) (IN.) (PSF)
1)90 54 35.7
90 42 44.9
90 42 44.9
90 38 48.6
0)90 36 50.2
84 54 39.8
84 45 i 46.8
84 42 1 50.0
84 38 55.0
78 54 44.9
78 48 1 50.0
78 41 55.0
73 54 1 45.0
1)73 52 1 8 1 50.0
72 44 1 55.0
66 49 1 55.0
0) 62 52 1 8 1 55.0
1) = TESTED SIZES
LOCK REQUIREMENTS
MAX. FRAME
WIDTH
NO. OF LOCKS
REQUIRED
29.5" & LESS 1
GREATER THAN 29.5"1 2
NOTICE
THTHEIS
L MI EDNPURPO EISG
F OBTA NIING
PROVIDED R
BUILDING CODE APPROVAL. ACTUAL TEST
RESULTS PROVIDED HERIN SUPPORT AND,
IN SOME CASES, EXCEED PUBLISHED
PERFORMANCE CLAIMS. SEE PRODUCT
LITERATURE FOR COMPLETE
PERFORMANCE INFORMATION.
DIE: UP TO 72" OVERALL FRAME
HEIGHT, ALL WINDOWS HAVE A
50/50 TOP VS. BOTTOM PANEL
SIZE. ONCE OVER 72" OVERALL
FRAME HEIGHT, THE 130TTOM PANEL
IS HELD TO A 36" HEIGHT.
GENERAL NOTES
1. THESE WINDOW SYSTEMS HAVE BEEN TESTED, ANALYZED MID APPROVED FOR DESIGN PRESSURES NOT TO EXCEED
THOSE SHOWN IN THE "ALLOWABLE DESIGN LOADSTABLES. 2.
BUCKING, OPENINGS & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO
THE STRUCTURE. 3.
ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS & MAY NOT VARY UNLESS SPECIFICALLY
MENTIONED ON THE DRA'NINGS. 4.
THESE WINDOWS HAVE BEEN TESTED IN ACCORDANCE WITH ANSI/MMA/NWWDA 101/I.S. 2-97 'VOLUNTARY SPECIFICATIONS
FOR ALUMINUM. VINYL (PVC) AND WOOD WINDOWS AND GLASS DOORS.- 5.
THESE WINDOW SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE (FBC) FOR NON -
HIGH VELOCITY HURRICANE ZONES (NON-HVHZ). 6.
THESE WINDOWS SYSTEMS ARE NON -IMPACT RATED MID MUST BE SHUTTERED WTTH A FLORIDA CODE APPROVED SHUTTER
WHERE REQUIRED BY CODE. 7.
ALL ANCHORS SHALL BE INSTALLED AS SPECIFIED ON.THESE DRAWINGS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL
BE BEYOND WALL FINISH OR STUCCO. - a.
ALL FRAME ANCHORS SECURING WINDOW FRAME TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE
OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. 9.
TESTS COMPLETED INCLUDE AIR INFILTRATION PER ASTM E283, WATER RESISTANCE PER ASTM E547 &/OR E331, UNIFORM
LOAD STRUCTURAL PER ASTM E330 & FORCED ENTRY PER ASTM F568. 10.
ALL WINDOW SIZES SPECIFIED AS ALLOWABLE IN THE "ALLOWABLE DESIGN LOAD TABLE" HAVE BEEN COMPARED TO THE TESTED
UNITS AND ARE RESTRICTED BY THE OVERALL SIZE (AREA) OF THE TESTED UNITS. ALL COMPONENTS HAVE BEEN CHECKED,
INCLUDING GLASS TO ASTM E1300-94, TO SUPPORT THE LOADS AS SPECIFIED IN THE LOAD TABLE. 11.
TO THE BEST OF OUR KNOWLEDGE, THE WINDOWS SHOWN HERON ARE CERTIFIED AND/OR QUALITY ASSURED BY A FLORIDA
STATE APPROVED CERTIFICATION/OA ENTITY & SFWl BE LABELED IN ACCORDANCE WITH THE STATE CODE & CHAPTER
98-72 DEPARTMENT OF COMMUNITY AFFNRS-FLORIDA BUILDING COMMISSION SPECIFICATIONS. BY LABELING THE
WINDOW. THE MANUFACTURER CONFIRMS THAT THE PRODUCT IS ASSEMBLED IN ACCORDANCE WITH THEIR RESPECTIVE
OA & TESTING REPORTS. 12.
THESE DRAWINGS SHOW ALL APPLICABLE ELEVATION, COMBINATION, INSTALLATION & COMPARATIVE ANALYSIS CONDITIONS AS
DETERMINED THROUGH TESTING & ENGINEERING RATIONAL ANALYSIS. WINDOW ASSEMBLY SHALL BE IN ACCORDANCE WITH
THE MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS & TESTING REPORTS. CORNER
CONSTRUCTION JAMB
CORNERS: MITERED AND WELDED SASH
CORNERS: MITERED AND WELDED ko
MAX.
FRAME WIDTH (F.W.) PLK EI[t SEE '
CORND ANDLOADTABLEONTHISSHEETCONSTRUCTIC
6"
18' MAX. A 6" DESCRIPTION MAX.
O.C. 2 MAX. THIS SHEET 6'
I
D.L.O. = F.W. - 3" I
I
MAX. I
6
I
I
TYP. FRAME ANCHORS I
WHERE
SHOWN. SEE o
a
FRAME
ANCHOR REQUIREMENTS
TABLE" g
ON THIS SHEET FOR I
REQUIREMENTS. I
I D
I
I 2
v I
15 TT I 4" w
w
LOCKS
9 I
w
X
o ADD'FIONAL 4" FRAME
ANCHORS DPPosITE ONLY
REQUIRED D WITH
WINDOWS 2 I
THAT ARE GREATER
THAN I 18" MAX o
ti
36"
IN FRAME I
WIDTH
C
D.
L.O. = F.W. - 3" d
6" MAX.
EXTERIOR
ELEVATION 1
SINGLE WINDOW SCALE:
N.T.S. FRAME
ANCHOR REQUIREMENTS TABLE OPENING
TYPE JAMB TO OPENING MINIMUM MINIMUM SUBSTRATE)
FASTENER TYPE EMBED EDGE DISi. 2X_
WOOD FRAME OR BUCK NO. 10 SMS SCREW 1 1 4' 3 4' CMU/
CONCRETE .' 1 11)3/16' CONCRETE SCREW 1 1 4" 2" 1)
CONCRETE SCREWS SHALL BE ELCO OR ITW RAMSET/RED HEAD TAPCONS, WTI
KWIK-CON It OR POWERS RAWL TAPPER (HARDENED STEEL OR S.S.). ANCHOR
NOTE: FRAME MAY BE EITHER DIRECT MOUNTED TO Tl£ OPENING, MOUNTED
ONTO A CONTINUOUS WOOD SPACER, OR ANCHORED TO A MIN. 2x4 NO.
3'SOUTHERN PINE WOOD BUCK. WHEN ANCHORED TO A 24 BUCK, NO. 10
SHEAR SCREWS 'SHALL BE USED. WHEN DIRECT MOUNTED OR MOUNTED WITH
SPACER, 3/16- CONCRETE SCREWS SHALL BE USED. SEE 'ANCHOR REQUIREMENTS
TABLE" FOR EMBED REQUIREMENTS. N'
ON
0
con, a
18'
MAX4;01C. NITH
W`tIDOWS87"IT CND
LESS y19.5" MAX. NITH
WINDOW TALL ER THAN
87' Certification
by W.W. Schaefer Engineering and eneWdng,
P.A. shalt be considered void if e" of the
following apply: 1.
N these windows or door; are installed by anyone
other than a licensed contractor experienced
with window, and door installations. 2.
If these wktdom or doors are installed without a permit
from the applicable local bulldhV department. 3.
N the window or door installation in not inspected eRtrer
by the applicable local building department Inspector
or another professional licensed to perform
inspections. Z
d
v iC
T
NA o.
OF
3
MIN. 2X4 BUCK/FRAMING & FRAME ANCHOR
BUCK ATTACHMENT BY OTHERS PER ELEVATION
3/8" MAX.
SHIM AT EACH
SEE GLAZING ANCHOR
DETAIL ON
1 SHEET 3
3/8" MAX.
r SHIM AT EACH 25
FRAMEANCHOREXTERIOR
13
ANCHORILLPER
25 ELEVATION
SEALANT BY 1 12
OTHERS MIN. 2X4
BUCK/
CONT. FRAMING &
EXTERIOR SEALJ}1NT BUCK..
SECTION "•
BEHIND FIN 82 ATTACHMENT':•_ ,''.;''::.`''
SEE GLAZING SCALE: 1/2 FULL 2 BY OTHER
DETAIL ON SECTION q MEETING STILE DETAIL FOR FRAMES
SHEET 3 SCALE: 1/2 FULL 2 GREATER THAN 36" IN WIDTH)
SEE SECTION B1/5 FOR DETAILS NOT SHOWN)
SEE GLAZING 16 CONT. SEALEANT
DETAIL ON \ BEHIND FIN
SHEET 3 1 15
EXTERIOR
20
x
x
w 3/16" CONCR. SCREW--/
TO REPLACE ALL FRAME CONT. SEALEANT BEHIND
B1
SCREWS SHOWN IN FIN. FIN MAY BE
SECTION
SCALE: 1/2 FULL 2
MEETING STILE DETAIL FOR FRAMES
36' OR LESS IN WIDTH)
SEE GLAZING 1
DETAIL ON `
SHEET 3 1
EXTERIOR Z.
ELEVATIONS. REMOVED IF REQUIRED
BY MOUNTING CONDITION.
CONTINUOUS WOOD
MEMBER LESS IN SIZE
SEALANT 'BY
THAN A 2X_ BUCK TO
BE MIN: 2 1/2" DEEP.
OTHERS NOT REQUIRED WHEN
3/8" OR LESS SHIM
SPACE EXISTS (USE
EXTERIOR SHIMS AT EACH ANCHOR
ONLY).
OPTIONAL DIRECT MOUNT DETAIL`
TO BLOCK OR CONCRETE WITH SPACER OR SHIM
1/4" MAX. HEAD SECTION SHOWN, SIDES SIMILAR
SHIM AS REQ'D
TO SUPPORT
WINDOW SILL
MIN. 2X4
BUCK/FRAMING &
BUCK ATTACHMENT
BY OTHERS
3 CONTINUOUS BEADS
OF URETHANE SEALANT
FRAME WIDTH (F.W.)
3/8" MAX.
SHIM AT EACH
SEE GLAZING
DETAIL ON g
ANCHOR
SHEET 3
g
7 20
7 FRAME
ANCHOR
PER
ELEVATION
J
MIN. 2X4
BUCK/ V FRAMINGu
BUCK
n 20 20 ATTACHMENT
J
EXTERIOR 2
BY OTHERS
SEALANT BY
OTHERS
SECTION Al
SCALE: 1/2 FULL 5 CONT. SEALEANT
BEHIND FIN
CONT. SEALEANT FRAME ANCHOR PER
BEHIND FIN ELEVATION THROUGH SPACER
INTO BUCK MIN. 1 1/4"
MIN. 2X4
BUCK/FRAMING &
BUCK ATTACHMENT BY
OTHERS
CONTINUOUS WOOD
MEMBER LESS IN SIZE
THAN A 2X_ BUCK TQo§"
SEALANT BY BE MIN. 2 1/2" DEEP.
OTHERS NOT REQUIRED WHEN
3/8" OR LESS SHIM
SPACE EXISTS (USE
EXTERIOR SHIMS AT EACH ANCHOR
ONLY).
OPTIONAL MOUNT DETAIL TO
WOOD BUCK OR FRAMING WITH SPACER
HEAD SECTION SHOWN, SIDES SIMILAR
z o
Z 3oT
n w Yp
r wg p iz
n za
La zowF
nq En
En
r U i
U
N3Ag m
SEE OPTIONS BELOW)
POLYURETHANE HOT
MELT SEALANT BY
NATIONAL STARCH
1/2" MIN. BTFE
1/8' THICK
SETTING
BLOCK
GLAZING DETAIL
OPTION 1: 21/32" I.G. GLASS WITH 2.5 MM ANNEALED
PANES WHEN GLASS D.L.O. SHORT SIDE
DIMENSION IS 29" OR LESS & LONG SIDE
DIMENSION IS 33' OR LESS.
OPTION 2: 23/32" I.G. GLASS WITH 3 MM ANNEALED
PANES WHEN GLASS D.L.O. EXCEEDS
OPTION 1 SIZE.
2.710
0.060
ITEM # I PART # I ITEM DESCRIPTION MANUFACTURER/NOTES
PARTS
1 782202 HEAD JAMB RIGID PVC
2 82204 SIDE JAMB RIGID PVC
1.375
T-
0.920 -
0.685
OHEAD JAMB
0.920
0.060
2.710
JD
1.375 0.685
OSIDE JAMB
3 78220 MILE JAMB RIGID PVC
4 782208 MEETING RAIL RIGID PVC
5 613106 INTERLOCK RIGID PVC
6 613110 SASH RAIL RIGID PVC
7 613108 SASH STILE RIGID PVC
8 615189 MEETING RAIL STIFFENER 18 GA. GALVANIZED STEEL
615184 INTERLOCK STIFFENER 18 GA. GALVANIZED STEEL
LOCKING PIVOT BAR DIE CAST ZINC
805021 GLAZING BEAD RIGID PVCL1312265782MEETINGRAILSTIFFENER6061-T6 ALUMINUM 782266
INTERLOCK STIFFENER 6061-T6 ALUMINUM HARDWARE
15
1 §15002 ILOCK 12 PER WINDOW 16
1 700123 1 LOCK KEEPER 2 PER WINDOW MEALS
AND SEALANTS 20
700122 SWEEP WHITE NYLON PILE 21
1940253 ISWEEP WHffE NYLON PILE FASTENERS
25
9007811, 6 X 3/4" PH SELF DRILLING SCREW 2 PER LOCK & 2 PER KEEPER WHEN FRAME WIDTH IS 36"
OR LESS 26
900979 6 X 5/8" FH SMS 2 PER LOCK & 2 PER KEEPER WHEN FRAME WIDTH IS GREATER
THAN 36' r
685
7 - F 0.060 1.
875 1.
700 4DLi
2.581 1.
375 1.270 0.
060 2.
710 1.340 OSILL
JAMB ®MEETING RAIL OINTERLOCK 0.
900 0.
845 0.
225 --I ,[ 1.
106 11
GLAZING BAD
12
MEETING RAIL
STIFFENER
0.
800 0.
4455 15
INTERLOCK f
0.
060 ^y 1.250 0.060 1.
071 R
rT-'I 1.250 0.
060 0.
900 1.
075 SASH
RAIL OSASH STILE OMEEfING RAIL STIFFENER
0.
665 Jj0.
453 0.048 --IE-- OINTERLOCK&
OWER SASS
STIFFENER
STIFFENER
1414
F3oF3
JE D- WEN® STEEL
GLAOfATOR and ENERGY SAYER
OIlTSWWG WOODEDGE S7EFL DOOR WITH WOOD FFW*i S
J. ThS PRODUCT JS DES(GNED`TO ATE£ THE 5OUTH aOR;0.4
BUkMK CODE 1994 EXTKW FOR MIA.Ut-OAOE COUNTY.
Z" WOOD SUCKS BY OtNERS, MUST 8£ VICHORED PROPERLY
J. PRODUC7JANCWRS 51L U BEJASvuSTED AND SPACED AS
SHOWO ON DEARS. ANCJ40R CYSEOUENT TO BASE MAID,
SHALL BE BEYOND KAI.L DRMWO OR STUCCO.
4. JUPACT RESISTANT SHUTTERS REQUIRED.
5. DESXNET) PRESSURE unhc sHALL BE AS FOLLMS.
SEE Df5(GN PRESSURE RATING TABLE SHEET ONE.
6. S(DELPES ARE AN cnicN Aw CAN BE 04 A
SINGLE OR DOUSCE 'IWfFkltMAON.
7. THLS SYSTEM DOES MEET THE WPAIER )(MAREJEWS
N 04MI-WE COUYTY.
R SDEAIi: CI$Ut tIET) 5?ffFd ,DOQRcommon !e al come cod Jhonfl
Door Led Conatr L&on:
I 24 go. {0.021 Tm ln(mu(hcknatta. 5
qa LO76") minimum thicknsw, qa n(xad stwi - 25 wnnwrc 1 quafiy - AXll oar
ASTW 92C Mich yyie(a strangtA Fyla--); s,BUO psJ. Cory
deson- Erpondea pofy3tyrrvte•.to 1.
25 6a. dan9ily. SI^
W foc. AS"L. g1u+d to •.pondod 0one (EPS), Mvfh .pad raiia 9nn famJrwtea VVF2dW.M. u )." and o aoad .ock Dock reirdarcemant
mma
p,.fnrcfanthe head mb and sidq Jamde I uehry (
J) 7/6 x 1' afro atcplcs. 'M Ihrashotd used f f ra on
ahllninum ou6tiiry Dunp(aca rnawurlrsg25' 1' lmO ur l
u—cl— SFIEET DESCRIPTION 1
COM110N CENCIZAL
907ES. TYWiL ElEVAPON 2 YEWnCAL CROSS
SECTIONS 3 HORINN7A1 CROSS
SECTIONS 1 3. 2 3 d 3 3 b HcmtIG LOCATIONS - - --.
6 ANCHORING LOCA
IONS 3 COCR ItODELS BILL OF UATMALS
h GY1JW DETNLS 14.5- AAA'(-
O'rERALL W.OTH -- 16.,5' WAX
PANEL WI9TH 'N/A,
TRAG.L I f'A71 L
N'(1fH 1 1 o
of m
VN
OOU Oi]
i2R
ELEMifON :mlRtF DOOR rr/5(n llrts..ELEYnnc:I 105.25' AMK.
0hHA1L WIDTH — J7.5 1).5" I.
AAX. zJ.BJ75 14' .
HAC - _ FKAM6 M0171 AIAA rnERA[r—
WID IITII7 A D> LL
Q PANEL WIDTHi I / G
r / - —; 0 r
i
I GLAZED GOOK
5/
iON4 FOR wv[OC uTCG
nCl TOnT(1.•.
F-T--T- r7-X7
ols
09 U5 fr I SEE N,
SEE NOTE
2 SHT - 7
02O . 'W".
sKro 27
Z 7 LIP 9 I
RXEO
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PRODUCT CONTROL i Ii4
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1 t1.AM1-L:LDE CW_1NT•' FLORIDA
M 7RD-D/ )P FLAGLEF: 3U11_DhiO
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Mij W. FLORTDA..13130-1563
451 Ile 5-.* M 1 FAX (1 1 1 M-7908
NOTICE OF ACC EFTA NCE (NOA)
ield-Wen, Inc.
31725 highway 97 N )rt i
Chiloquin, OR 97624
ONCE 01!?ICE (BCCO)
SION
SCOPE:
This NOA, is being iss icl under 0'.c applicable rules and regulatigns governing the' .se of ct rlslnlctiolt n.jpricls.
The documentation suorr tied has been reviewed by Miflrni-Dade County Product ( mtrol I ;visinn and :a',:cepted
by the Board of Rules an . Appeah (BORA) to be used in Miami Dade County raid Ither ariasIs where all,::,wed bytheAuthorityHavinjtru.- ;diction (AIM.
This NOA shall not he mlid afti r the expiration date stated below. The Miami made C :aunty Produ.; t Control
Division (In Miami Dad Counts) and/or the MJ (ill taeas other Lhan Miami Da he Cour :y) reserti•e the right to
have this product or neat rial testi:d for quality assurance purposes. If this product or mate ial fails to .'.,erfonn in
the accepted matmer, di rnanu:f ietwer will incur the expense of such testing , rid the I.IU may irltirnediately
revoke, modify, or suspe d the u: a of such product or material within their jurisdil~ion. B :IRA rescrWr::. the right
to revoke this acceptance If it is (etetmined by Miami -Dade County Product Control Divi: n that this i::,roduct or
material fails to meet the -equiren ents of the applicable building code.
This product is approved is deser.:bed herein, and has been designed to comply witli tale Hil n Vrlol;ity I,' rtiicaneZoneoftheFloridaBiilingCode•.
DESCRIPTION: Jeid-° ilea "Gl1ldiator" & "Energy Saver" O/S Glazed W/F, V!sident Id Ins, Steel! (Door
APPROVAL DOMW NT: DriwingNo, S-2004, titled "Jeld-Wen Steel Outsw Ig Woc iiedge Door'C)ouble
and Single Unit", shee s through 7 of 7, prepared by R.W. Building Consultants h ,, date( L 2/01 /99 wi1 h
revision on 11/08/02, bee ing the 1Aiami-Dade County Product Control Revision suunp Witl ,he Notice (: I'
Acceptance number ar d ( cpimticrt date by the Miami -Dade County Product Contrc Divisi4 : ri•
MISSME IMPACT R XI1NG: None
LABELING: Each ui lit hall bear s pernlanent label with the manufacturer's name or logo, :.ity, ;tate an, I
following statement 11 vii mi-Dadr, County Product Control Approved", unless othe:'mise nI ed herein,
RENEWAL of this NO. shall bo considered after a renewal application 12s been.. led any there has h*;: n no
change in the s.pplicab e It n1ding -:ode negatively affecting the performance of this i iroduet.
TERMINATION of hi; NOA will occur after the expiration date or if there has b ,gin a re, ;;ion or cha 1 ire m the
materials, use, and/or i nay ufacturc of the product or process. Misuse of this NOA a;; an end, i rsement of ;Lj ly
product, for sales, advl:rti ing or any other purposes shall automatically terminate ti, s NOA Yailure to c,: r V]ywithanySectionofthis, l% )A shall, be cause for termination and removal of NOA.
ADVERTLSEI[ENT: 7 Ie NOA. number preceded by the words Miami -Dade Cc,rmly, F? , ^.ida, and fo.lowed bytheexpirationdatema!r t displayed in advertising literature. .If any portion of the . BOA is fisplayed, 6m it shR11ixdoneinitsentirety,
INSPE(7117ION: A ca7:y f this entire NOA, shall be provided to the user by the mat,ufactur :, or its distril:iutors
and shall be available or nspecticn at the job site at the request of the Building Of ii:ial. This NO,", revises and' rc irP a Nt A * 99-1007.01 aiid, cvnsista of this page T as u ::ll as aX 1 eroval docu.r entmentionedabove.
The submitted docume))t: ion was reviewed by Jaime i14. l isen. P.E.
P )A No 02-1;!•.i t,lo
Exx i cation 1) itc. ,rttly 17.. i009
Appre iA DAte Jnoaary 21 Z003