HomeMy WebLinkAbout2445 S Mellonville Ave (2)A CITY OF SANFORD PERMIT APPLICATION I
Application # : 0 9— CA (,Poz Submittal Date: 1
Job Address: 2W L4M e_1 I tiny I I l e ' Value of Work: S 2 _'Zl 77!o
Parcel [D: 31-19 —3 I_52_q""QICU _0QGn Zoning: Historic District.
Remove & Replace Size for Size`„ogr P��p
Description of Work: -R-0tit' Square Footage:
........................................................................................................................
Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ FireSprinklerrAlarm ❑ Pool ❑ Sign ❑
Electrical: New Service — # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑
Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines
Plumbing/New Residential: # of Water Closets
Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑
# of Gas Lines
Plumbing Repair — Residential ❑ Commercial ❑
Occupancy Use Group(s):
Construction Type: # of Stories: # of Dwelling Units Flood Zone: (FENIA form required )
...................................................................................................
Property Owner: •••Gib\/ Contractor: LOWE' S HOME CENTERS INC
Address: �� Y71Q Address: 4948 TELLSON PL
ORLANDO FL 32812
Phone: 461--44108 State License Number: CGC 1508417
Phone:k467'32L—,5L0!J8 E-mail'
Bonding Company:
Address:
Arch itect/Engineer:
Address:
Mortgage Lender:
Address:
Phone:
Fax:
Plan Review Contact Person: Nan Hol me- Phone4�N2X: A n�72962960 E-mail: EHolmes777(daol , Genn
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, Wte agencies, or federal agencies.
P
Acceptance of permit is verification that I will notify the owner of the p i re 1 cements of F or�aL Law, FS 713
Signature of Owner/Agent Date Signatu e of Contractor/A, nt Date
Print Otimer/Agent's Name
Signature of Notary -State of Florida
Owner/Agent is _ Personally Known to Me or
_ Produced ID
APPROVALS: ZONING:
Special Conditions:
Rev 07.07
Date
UTiL: FD:
Contractor/Agent is
Produced ID
Me�oMM s131
ro�A o
RES: Februa_ DT629096
149
4948 Tellson PL
Orlando, Florida 32812
Bus. 407/370-2872
Fax. 407/352-6309
Limited Power of Attorney
Date: 7117—ICT-7—
To: Building Department
From: Peter Anthony Cafaro III
I hereby name and appoint Nan Holmes, Mindy Holmes, Raymond Holmes and Jackie Caines, a permit service for
Lowe's, to be
my lawful attorney in fact to act for me and apply to
Sbfor a dmr permit for work to be performed at a
location described as:
(Address of Job)
M 1 Jhv' I Iv
(Owner of Property) i--,_ - 'L I .
And to sign my name and do all things necessary to this appointment.
Thank you for your assistance.
Sincerely, Z��
Peter Anthony &faro I
Area Installed Sales Manager
Primary State Qualifier
CGC 1508417
CCC 1326824
State of Florida County of Orange
The forgoing instrument was acknowledged before me as Peter Anthony Cafaro III, who is personally known to me and
who did not take an oath.
Sworn to and subscribed before me thisj? lay o ,2007.
A"Wf o„ Notary Public State of Florida
: Elizabeth A Ronco
No. ublic a _ ., My Commission DD633831
Mycommission expires 97toFF��p Expires 01/28/2011
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2
http://www.scpafl.org/web/re web.seminole_county_title?parcel=31193152401000... 7/1/2007
DA TDJOH3i5OM,CFA,.ASA
PROPERTY
15ER
si milmotE lTNTY:FL.
1'ii57 E�`I[i5'I'ST
sAmFGRa2 r,IL3277t-i4$$
407 -+65.! 7IWB
2007 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 31-19-31-524-0100-0050
Number of Buildings: 2
Owner: RAPE WILLIAM C & NANCY J
Depreciated Bldg Value: $182,008
Mailing Address: 2445 S MELLONVILLE AVE
Depreciated EXFT Value: $1,081
City,State,ZipCode: SANFORD FL 32771
Land Value (Market): $121,385
Property Address: 2445 MELLONVILLE AVE SANFORD 32771
Land Value Ag: $0
Subdivision Name: WYNNEWOOD
Just/Market Value: $304,474
Tax District: S1-SANFORD
Assessed Value (SOH): $147,173
Exemptions: 00 -HOMESTEAD (1994)
Exempt Value: $25,000
Dor: 01 -SINGLE FAMILY
Taxable Value: $122,173
Tax Estimator
2006 VALUE SUMMARY
Tax Amount(without SOH): $5,145
SALES
2006 Tax Bill Amount: $2,334
Deed Date Book Page Amount Vacllmp Qualified
Save Our Homes (SOH) $2,811
Savings:
Find Comparable Sales within this Subdivision
2006 Taxable Value: $118,583
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LAND
LEGAL DESCRIPTION
Land Assess Land Unit Land
PLATS.; Pick..
Frontage Depth
Method Units Price Value
LEG ALL OF LOTS 5-7 & W 79 FT OF LOTS
FRONT FOOT & 120 178 350.00 $35,280
13 & 14 & ALL LOTS 15-18 BLK 1
.000
DEPTH
WYNNEWOOD
FRONT FOOT & 231 281 .000 350.00 $86,105
PB 4 PG 92 AND 31-19-31-520-0000-1600
DEPTH
LOTS 160 & 161 SANFO PARK PB 5 PG 62
BUILDING INFORMATION
Bid Year Base Est. Cost
Num Bid Type Bit Fixtures SF Gross SF Living SF Ext Wall Bid Value New
1 SINGLE FAMILY 1949 7 2,441 3,602 2,921 CONC $178,837 $298,061
BLOCK
Appendage I Sqft BASE / 480
Appendage i Sqft GARAGE FINISHED/ 633
Appendage I Sqft OPEN PORCH FINISHED / 48
NOTE: Appendage Godes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment Enclosed
Porch Finished, Base Semi Finshed
2 BARNS/SHEDS 1982 0 576 576 576 CONC $3,171 $6,342
BLOCK
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed
Porch Finished, Base Semi Finshed
Permits
EXTRA FEATURE
http://www.scpafl.org/web/re web.seminole_county_title?parcel=31193152401000... 7/1/2007
11657-repe, nancy-7-2-y077-07{ (1728x2534x2 tiff) [31
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INSTALLEDL£S EGIALIST _ NUMBER' ,ri,et.,lr��,ll CUsroME
2
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STAN ADDRESS i .a TREET ADDR
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This is a contract botween Lowe's (as defined in the Terms'and Conddtions) ("Lowe's"), and the above-named Customer for the installation of goods at the
Customer's residential premises (the "Premises) at the following installation address_
STREET ADf#J3 f 1 , �•— ..�. —__ n , f CITU— - 6TAT -• p'ZIP
Lowe's to arrange normal installation of the following door(a):
Exterior-_ Interior Prehung Unit Slab
For warranty to be valid =
Item Number , <�� RH❑ rF -r customer must finish frame
and all six (B) sides of door
# Door(s) Size x 80 ❑32x80 El Other Size Immediately (within 5days)
Item Numb RH ❑ LH ❑ after installation.
# - f Door(s) Size x 80 ❑ 32x80 [0 Other Size f � �' customer initials
Delivery of Door Yes_ No ❑ (check one)
Haul away of any debris related to installation: Yes No ❑ (check erre) {
Basic Installation Includes the following:
-Normal Installation of door in same size square opening in good Condition
-Installation of hardware with pre -bored door
-bReinstaUMion of present casing xir. cusWnxu.p&v(dE now,, casing '
*Clean-up of job -site
Basic Installation does not Include the -following:
-Reframing or alterations to existing structure or carpentry work resulting from old or damaged structure
eAny reinstallation of Burglar Alarms
*Any painting or staining or finishing of new door unit
*Reinstallation of Screen or Storm or Security Door
-Reinstallation of vinyl or aluminum covering on exterior molding
With the exception of Burglar Alarms and finishing, any of the above labor Items can be contracted at an addltlonal cost and must be
specifically listed in the additional specifications block on this contract -
IV all w4pw r #k i ar:a,aii'i7;99YIbaq. ui soli,+:aa�s-«'�x�•w �s �i'�rw"' m- Z
�'°+ e'�� !u" 41si•i. °.. ';ho•gxmin�'r44.,lrluxg * p*m� a m�Ixl ilYaAae,x:ll.+n maws+Frtm't'aaEd. �dYY,rt, 0.4044�Y ql:u'Ir.,uaearla;1.m'also,►minra*� 'nlAIF*'Balllv.�:pi�sRmuz;au
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PWe' n I. �i'Ir �4ill'I ,. m,T
Additional cations.: Till Environmental' Protection Agency (EPA) has requested that r: fl Mauls77 7
b _
Lowiell Notify Installation customers that a'Wad based'paintrf=ard may a st in dwellings buift {'� 'Tax �-
rylx •ur /
prior to 1878.' See pamphlet EPA 747-K-99=001 for details.. - _ } ; Labor
4� o r'-, �� j �' "Tax
.r ll
!U / rr�•"r 94,24, Total 1
• where a11i1 kswe tabor is taxable;
'qln. � chock IoRad tax roatrl�lona.
Work Is to commence upon reasonable availability of Contractor which is anticipated to be [fill In date].
Estimated completion dale is [fill. In date] -
NOTICE TO CUSTOMER
All items listed in this contract and specification sheat(S)are to be installed under Conditions agreed upon at time of purchase and at the price appearing an this
contract form. This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation necessitated
by defective substructures, superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra cost to customer.
DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS CONTAINED ON THE
REVERSE SIDE OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE AGKNOWLEDGING THAT YOU "AVE READ, UNDER-
STAND AND AGREE TO THE TERMS AND CONDITIONS' SET FORTH ON THE R€VM3$E SIDE OF THIS TONTRACT. YOU ARE
ENTITLED TO A COPY OF THIS CONTRACTAT Ttil TIME OF SIG TURF.
WilOUR HAND(S) AND SEAL(S) BELOW THIS OAY OF
r�
WITNESS
OWner f
i (Seal)
Sp0loialist or Above Spouse
'M ill .I�t n "71j
�. � a„ ;I
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11657-repe, nancy-7-2-07-07 (1728x2184,2 tiff)
2007-06-29 12:22 407-430-4069 1657 -INSTALLED SALES
SSZR.135A DOWE'S HOME CENTERS, INC. SAF 165'7
PAGE: 1 DATE: 06/29/07 3780 ORLANDO DRIVE
SANFORD FL
ORDERED FOR; NANCY REPE PHONE: (407)430-4060
ADDRESS: 2445 MELLON VILLE AVE
SANFORD Fl, 32771 LIHONE: (407)322-5698
VENDOR NAME: CONTACT:
ADDRESS : NA PHONE iF
FL 32'/20 FAX .
PROJECT: 206800311 PERMIT
LOWES PO: 41231674 LOWES INVOICE_ 72437 ASSOCIA'1'R: RICHARD SCO17rEGUAZZA
RST DELIVERY: 06/30/07 AR NUMBER:
QTY ITEM ITEM DESCRIPTION BIN VFND_PART# COS'1' EXT—COST
----------------------------- -
1 147142 PERMIT PERMIT 100.00 100.00
FREIGHT $ 0.00
TOTAL $ 100.00
PERMIT #
DATE:
P 1/3
_*S(S
60M aJ _ T F - Z6-& F
MIA M FDADE 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
Tberma-Tru Corp.
1687 Woodlands Drive
Maumee, OH 43537
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 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 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 High Velocity Hurricane
Zone of the lorida Building Code.
DESCRIPTION: Series "Classic Craft" 8'0 Glazed Outswing Fiberglass Doors
APPROVAL DOCUMENT: Drawing No. S-2177, titled ""Classic Craft 3/4 Oval" Single & Double Outswing
8'0 Fiberglass Door", sheets 1 through 8, dated 11/7/01 with revision #1 dated 2/6/03, prepared by RW Building
Consultants, Inc., 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.
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 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
i"i
NOA No 01-1219.01
Expiration Date: April 03, 2008
Approval Date: April 03, 2003 Page 1
TailE(I MA 01rRU S
'CLASSIC CRAFT SERIES'
8V OUISWM GLAZED FTBERG A38 DOOR WTTH WOOD PRAMH
1. THIS PRODUCT 15 DESIGNED TO COMPLY WITH FLORIDA BUILDING
CODE.
2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO THE STRUCTURE,
J. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN
ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE
BEYOND WALL DRESSING OR STUCCO,
4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1.
5. THIS PRODUCT JM THE WATER REQUIREMENTS FOR "HIGH
VELOCITY HURRICAN ZONES" WITH THE USE OF THE HIGH DAM BUMP
THRESHOLD. SEE THE DESIGN PRESSURE CHART BELOW.
6. THIS SYSTEM REQUIRES WINOBORNE DEBRIS EXTERNAL PROTECTION
AS PRESCRIBED IN SECTION 1621.1 OF THE FLORIDA
BUILDING CODE.
7. SIDELITES ARE AN OPTION AND CAN BE USED IN A
SINGLE OR DOUBLE CONFIGURATION.
RES1j7ENTIAL INSULATED FIBERGLASS DOOR
((common to all frame conditions)
Door & Sldelite Leaf Construction,
Panel Fiberglass skin 0.127" minimum thickness,
SMC Fy min. 6,000 psi
Fiberglass skin 0.070" minimum thickness,
SMC with yield strength Fyy(min.)-6,000 psi
Polyurethane (oam core, withl.9 lbs. density by BASF.
e anel skin is constructed from a 0.127' thk. sheet
mo mg compoun MC. The interior cavity is filled with 1.9 too. density BASF
polyurethane foam. The panel face sheets ore glued to the wood stiles and roils.
The latch and hinge stiles are LVL w LSL The titch stile which Is 1.416' x 4.09
is the latch reinforcement. The to and bpttom railare of a wood composite material,
i
In the double door application I�a inactive door s fitted with on extruded aluminum
astragal of 6060-T6 alloy.
The frame is constructed from finger jointed
pme meoeunnp wide x 1.25 thick. The header is joined to the side
jambs with (31 %Q 25 PFH Screws of each side. The threshold is joined to the
side 11'ambs w 2 5 x 2.5 PFH Scre s at Bach side. The mullions are secured
logo r In a sidelite application using /w8 x 2 long PFH Wood Screws (6l screws pm
each mullion, The units use an Outswing Bump threshold measuring 4,6115 x .837'.
p�(pp, SMq Up Ute - OA size is 21.656' wide x 58.093' secured
i/6 -x 1.5 Long Tek Screws. The frames are sealed with silicone
caulking (Dow 795) to sidelite panel and to the glass.
Stdellte Clazlna: SMC Up Lite with yield strength Fy(min)=6,200 psi & PVC Lip Lite
with yfeld strength rin.)=2,145 psi - OA size Is 9.85" wide x 65.85' high secured
w/(16) 18 x 1.75' ��hhmilas Pon Head Screws. The frames ore sealed with silicone
bulkln9 (Dow 795) to sideike panel and to the lass, integral Flush Glazed - The
ridellte sash face panels are maided to receive the insulated Glass. The glas ie
rttached to the stdelife face sheets with silicone glazing compound (Dow 795 ,
J TABLE OF CONTENTS
SHEET #1 DESCRIPTION
37.5" MAX.
OVERALL WIDTH
rr 35.75" MAX.
PANEL WIDTH I
III
SINGLE OUTSWING UNIT (i)
74.5" MAX. OVERALL FRAME WIDTH -1
n
105.5" MAX. OVERALL FRAME WIDTH
36.625" MAX. 15.5" MAX.
PANEL WIDTH FRAME WIDTH
W/ASTRAGAL
M
r
WITH OUT SURFACE BOLTS WITH SURFACE BOLTS
SINGLE
+ 67.0 PSF - 67.0 PSF
DOUBLE
t„10
SINGLE
WITH DOUBLE
WITH SIDELITES
°
U
m�
�
�1 /869" p
w
U
D. L. 0.
_ 15.5" MAX.
ywp
WIDTH
w
ar;�
ch
Oin
a y
�
J p
O
INACTIVE
ACTIVE
x
11 Il
O
� o
t`
al
SEE DETAIL A
/869"
0
/869" p
SHEET 3
r
105.5" MAX. OVERALL FRAME WIDTH
36.625" MAX. 15.5" MAX.
PANEL WIDTH FRAME WIDTH
W/ASTRAGAL
M
r
WITH OUT SURFACE BOLTS WITH SURFACE BOLTS
SINGLE
+ 67.0 PSF - 67.0 PSF
DOUBLE
t„10
SINGLE
WITH DOUBLE
WITH SIDELITES
°
m�
�
J
0
_ 15.5" MAX.
ywp
o
w
2
ar;�
WIDTH
o
OJ
a y
�
J p
O
0 �
�
x
O
� o
t`
al
/869"
0
/869" p
r
r
SEE DETAIL "A"
1
1
Ol1TSWING
UNIT
M
D. L.O.
0. L. 0.
r
WIDTH
WIDTH
e
ami
El
INACTIVE
AOIDIE
®
r
SEE DETAIL A
SHEET 3
DOUBLE W/SIDELITES OUTSWING UNIT
ALL ELEVATIONS t-68.5" MAX. OVERALL FRAME WIDTH
VIEWED FROM
THE INTERIOR
L t
r
WITH OUT SURFACE BOLTS WITH SURFACE BOLTS
SINGLE
+ 67.0 PSF - 67.0 PSF
DOUBLE
t„10
SINGLE
WITH DOUBLE
WITH SIDELITES
°
m�
�
J
1 869' d
_ 15.5" MAX.
ywp
o
w
2
ar;�
WIDTH
o
OJ
a y
�
J p
O
0 �
�
�m
O
� o
t`
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r
WIDTH LIP LITE
SEE DETAIL "A"
o
SHEET 3
SINGLE W/SIDELITES
Ol1TSWING
UNIT
DESIGN PRESSURE RATING (WHERE WATER INFlLTRATiON REQUIREMENT IS NEEDED, W/HIGH DAM THRESHOLD)
UNIT TYPE
WITH OUT SURFACE BOLTS WITH SURFACE BOLTS
SINGLE
+ 67.0 PSF - 67.0 PSF
DOUBLE
+ 47.0 PSF - 47,0 PSF + 65.0 PSF - 65.0 PSF
SINGLE
WITH DOUBLE
WITH SIDELITES
+ 47.0 PSF - 47,0 PSF + 65.0 PSF - 65.0 PSF
r
13.938 MAX.
SIDELITE WIDTH
7.125' MAX. D.LO.
WIDTH LIP LITE
7.0" MAX D.L.O.
WIDTH INTERGRAL LITE
OY CN
O IO
CIO
C0
MZ5
8nwt�
�O:DO
co Zn
S t0 0-
80o:
-
II 813.659.9197
DATE: 11/7/01
Approved er coetplyiw6 With the SCALE NTS
Flor Dalai C DWa. BY: WLN
Date
NOAH CHw, By, RW
Miami Dade Prod[11DkAW!!a ND.:
ey S-2177
KrsHM _L OF 8
- -J
80o:
g
n
nEn
m�
�
m O
_ 15.5" MAX.
ywp
o
FRAME WIDTH
ar;�
13.938' MAX.
a y
a
SIDEUTE WIDTH
�m
7.125" MAX. O.L.O.
WIDTH LIP LITE
o
7.0'MAX D.L.O.
WIDTH INTERGRAL LITE,
II 813.659.9197
DATE: 11/7/01
Approved er coetplyiw6 With the SCALE NTS
Flor Dalai C DWa. BY: WLN
Date
NOAH CHw, By, RW
Miami Dade Prod[11DkAW!!a ND.:
ey S-2177
KrsHM _L OF 8
- -J
20
o•
rn N •O 1.6 MIN.
^ U PANEL THK.
7 o.00 0 6
8
2 48
W
28 =
m
oma Z
" MIN. Ngo as
CLASS THK.
in INTERIOR 29 EXTERIQB
m 1.68' MIN. "� a
PANEL THK, b I
° .
8 7
= 50
e 19
coN
. d• Sf
d
J d,
C11 VERTICAL CROSS SECTION
2Q�OUTSWING DOOR PANEL
WITH LOW PROFILE THRESHOLD
(THIS THRESHOLD NOT FOR USE
WHERE WATER REQUIREMENT 15 NEEDED)
'INTERIC I' MIN. EXTERIOR
CLASS TRK.
SEE NOTE 2
1.68 MIN. -0
THIS SHEET
PANEL THK. '
b,•o-,.•
3 SEE NOTE 3
3
7 p ,o
IS SHEET
N W
• a•
a ,
r
34
o
O 42
:Ez O
In
° O 1.68• MIN.
v
W
0 o 0 PANEL THK.
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2
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SEE
DETAILS
(SHEET
GLAZING 2
8)
a
0
49
0 0
Y
EXIESIOB
01NTERIO
000
00
to
2 y
1 O in
ry
O 0 42
Z
u
20
0
O O 34
° SEE NOTE 3
N W
33 THIS SHEET
= 52
43 SEE NOTE I
a�
THIS SHEET
v
2
v.
VERTICAL CR055 SECTION
OUTSWING SIDEUTE PANEL
THE CROSS SE07ION IS
SHOWN W/THE -CLASSIC
CRAFT' FLUSH GLAZED & 3/4' GLASS
'INTERIC I' MIN. EXTERIOR
CLASS TRK.
SEE NOTE 2
1.68 MIN. -0
THIS SHEET
PANEL THK. '
b,•o-,.•
39
7 p ,o
i
�m
N W
• a•
a ,
r
1VFRTICAL CROSS SECTIO
2 OUTSWING DOOR PANEL W/ HIGH DAM THRESHOLD
(THIS THRESHOLD MEETS WATER REQUIREMENTS)
NOTES:
J. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12)
J8 x 2' PFH. WOOD SCREW THERE ARE (4) AT
EACH VERTICAL JAMB, FROM THE TOP DOWN AT 13.5',
31', 48.5' 66'. THERE ARE (2) AT THE HEADER AT 4- IN
FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE
(2) AT THE SILL, 4' IN FROM THE OUTSIDE CORNERS,
2. THE HIGH DAM THRESHOLD IS MANDATORY WHERE WATER
REQUIREMENT IS NEEDED.
3. THE SASH WAS STOPPED 1N WITH A NOMINAL 3/8' QUARTER
ROUND MOLDING AROUND PERIMETER. THE COVE MOLDING
WAS SECURED USING 1' x 0.04' DLA. WIRE BRADS AT 2'
FROM EACH END A MAX. OF 12' O.C.
u cemplyle6 -UL We
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25" MAX, SHIM
MIN. X7 RI R
C -SINK
Z Y
12 J
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4 p
4404 °4
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36 6
5'¢ru
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35 34 9 SHT.4
16 17
�\ INT RI
LJ 1 HORIZONTAL CROSS S .TION
J ® SIDEUTE TO BUCK
�L—Q HORIZONTAL CROSS SECTION
�/ ® A57RAGAl
Z=
ASTRAGAL RETAINER
6 "w
2A
48
d C
XTP
BOLT 8.0" I.G. TOP
18
OZ r�
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& BOTTOM (2) BOLTS .EXTERIOR
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Z y
SEE NOTE THIS SHEET
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MIN. X7 RI R
C -SINK
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4 p
4404 °4
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36 6
5'¢ru
3 SEE NOTE W o vWzi
35 34 9 SHT.4
16 17
�\ INT RI
LJ 1 HORIZONTAL CROSS S .TION
J ® SIDEUTE TO BUCK
�L—Q HORIZONTAL CROSS SECTION
�/ ® A57RAGAl
15" MIN.
C -SINK
NOTES.
I. THE SURFACE BOLTS ARE AN OPTION ON THE ACTIVE DOOR TO ACHIEVE A
HIGH PRESSURE RATING.
2. THE SURFACE BOLT STRIKE ARE LOCATED AT THE TOP AND BOTTOM
OF THE ACTIVE PANEL AT 2.5" CENTERLINE FROM THE LATCH STILE EDGE.
THE STRIKES FOR EACH BOLT WERE ATTACHED TO THE JAMB AND THRESHOLD
WITH (2) NB x 2.5" PFH WS.
3. THE SUUlfttfaCE BOLTS WERE ATTACHED TO THE ACTIVE PANEL
WITH (4) 10-24 SEX BOLTS.
EXTERIO00R
Z=
6 "w
2A
48
d C
XTP
O
"3!
OZ r�
°�ooa
q. moo. 0_0.
Q �
SEE NOTE THIS SHEET
.. $ .0 o.. O.
p
INTERIOR Y
Z �
11
SN
= -
F -
n
S
29
t C
/ \ HORIZONTAL CROSS
SECTION
3 ® MULLION
15" MIN.
C -SINK
NOTES.
I. THE SURFACE BOLTS ARE AN OPTION ON THE ACTIVE DOOR TO ACHIEVE A
HIGH PRESSURE RATING.
2. THE SURFACE BOLT STRIKE ARE LOCATED AT THE TOP AND BOTTOM
OF THE ACTIVE PANEL AT 2.5" CENTERLINE FROM THE LATCH STILE EDGE.
THE STRIKES FOR EACH BOLT WERE ATTACHED TO THE JAMB AND THRESHOLD
WITH (2) NB x 2.5" PFH WS.
3. THE SUUlfttfaCE BOLTS WERE ATTACHED TO THE ACTIVE PANEL
WITH (4) 10-24 SEX BOLTS.
EXTERIO00R
o>
OOa
O
"3!
OZ r�
8zF-
O O45Q
Q �
SEE NOTE THIS SHEET
Z
1& 2
THIS SHEET
w 0 2
�p (a
DETAIL "A"
DETAIL
= -
F -
OPTIONAL ADDITION OF SURFACE BOLT
U
Z
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OC,
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J
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N
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° p
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440 0 4 °
Z � O
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J6�Z
33 SEE NOTE w o
Jq 9 SHT,4 ME
oATE: 11/7/14
Approval "mm SCALE: NTS
Piyfy whit 16e owG. By:
WLN
Florida U•ldlu4 C •
Dalt
CHK. BY: RW
NOAN
Miami Oade rod•ct DRAWING No.:
DI S-2177
ey
SHEET ,3 °F 8
25" MAX. EXTERIOR U
SHIM SPACE
'I r z
Y29 _ I
2 � y
Z
6
–a
LHOR17ONTAL CROSS SECTION 15 MIN. -� I-
4
HINGE JAMB TO BUCK, C–SINK
1.15" MIN.
EMBED.
EXTERIOR
SEE NOTE
SHT. 5
13
ew
_a
13
o e 0
29
6
.v
7
8
v`
INTERIOR
17
�� HORIZONTAL
CROSS SECTION
. 15" MIN. 4 LATCH
JAMB TO BUCK,
C– SINK
1.15" MIN.
EMBED.
NOTES:
1.
THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE
THE INSULATED GLASS. THE GLASS IS ATTACHED TO THE
SIDELITE FACE SHEETS WITH SILICONE GLAZING COMPOUND
(DOW 795).
2.
SPACING FOR #8 x 1" PANHEAD SCREW
ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS
FOLLOWS:FROM THE TOP DOWN 1", 3", 5", 18.25",
54.0", 77.0" 90.25", 92.25", & 94.25".
3.
THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH
(3) #8 x 2.5" PFH W00D SCREWS AT BOTH SIDE.
4.
THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH
(2) #8 x 2.5 PFH WOOD SCREWS AT BOTH SIDE.
5•
THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12)
#8 x 2" PFH, WOOD SCREW. THERE ARE (6) AT
EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0",
23.0", 40.0", 57.0", 74.0" & 90.5". THERE ARE (2) AT
THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF
THE FRAME, THERE ARE (2) AT THE SILL, 4" IN FROM
SEE NOTE 1
THE OUTSIDE CORNERS.
SHT.4
6.
SPACING FOR #8 x 2" SCREW SECURING
THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER
ANCHORING SCREWS, 6" DOWN FROM THE TOP AND UP
FROM THE BOTTOM WITH (4) MORE SPACED AT 17" O.C.
7.
WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK
USE A /(10 x 1 3/4" SCREW. WHEN ATTACHING
THE HINGE TO THE JAMB AND THE SIDELITE AT THE
MULLION USE #10 x 1 3/4" SCREW.NN
m
8.
THE HIGH DAM THRESHOLD IS ONLY USED IN AN
APPLICATION WHERE A HIGHER WATER PRESSURE MUST BE
U t z
ACHIEVED (SEE DESIGN PRESSURE CHART).
w a
9.
THE SASH WAS STOPPED IN WITH A NOMINAL 3/8" QUARTER
n
ROUND MOLDING AROUND PERIMETER, THE COVE MOLDING
WAS SECURED USING I" x 0.04" DIA. WIRE BRADS AT 2"
Y29 _ I
2 � y
Z
6
–a
LHOR17ONTAL CROSS SECTION 15 MIN. -� I-
4
HINGE JAMB TO BUCK, C–SINK
1.15" MIN.
EMBED.
SEE NOTE
5 SHT. 4
Y
33
co w S£E N07E
a 9 THIS SHT
–a
SEE NOTE 6
SHT, 4
.25" MAX.
SHIM SPACE
3 1 HORIZONTAL CROSS SECTION
�_® STRIKE JAMB TO SIDELITE
SEE NOTE
7 SHT. 4
O >
1<C 00
O O 00
¢ ZO I�
n
Lj
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O
I– O O
3 00
cc
_(D OL
v v V� BUILDING
CONSULTANTS, INC
913.659.9197
DATE: 11/7/01
Scuff. ,NTS
%ilk the DWG. By. WLN
cw. er: RW
ORAWING NO.:
S-2177
i
SHEET 4 Or
EXTERIOR
SEE NOTE
SHT. 5
13
?
3
J
� z
_a
SEE NOTE
5 SHT. 4
Y
33
co w S£E N07E
a 9 THIS SHT
–a
SEE NOTE 6
SHT, 4
.25" MAX.
SHIM SPACE
3 1 HORIZONTAL CROSS SECTION
�_® STRIKE JAMB TO SIDELITE
SEE NOTE
7 SHT. 4
O >
1<C 00
O O 00
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3 00
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913.659.9197
DATE: 11/7/01
Scuff. ,NTS
%ilk the DWG. By. WLN
cw. er: RW
ORAWING NO.:
S-2177
i
SHEET 4 Or
SEE DETAIL "F'
SHEET 5
6" 6" 6"
3" 3„ 3"
SEE NOTE
3 SHT. 5
I_ I I
13
I I I I
I 13 I I
TYP.
I I I
3
TYP.
SEE DETAIL
TYP,
ow
"F"
c:
13
°
"
NOTE:
TYP.
SEE DETAIL
_
13
USE ITEM x{13 A #8 x 2 1/2" PFH WOOD SCREW 70
"H
TYP.
Z
ATTACH THE STRIKE AND DEADBOLT PLATES 70 THE
JAMB OR ASTRAGAL EXCEPT IN THE MULLED
�aulLowc
APPLICATION WITH THE SIDELITE USE ITEM #43 A J8 %
CONSULTANTS, INC
l iI TYP. I I
I TYR. r l
SEE DETAIL
"E" TYP.
52 ..A„
3„ I �I 3., 3 I — J„
--iT� 6" 6" 6 6"
3"
6"
SEE DETAIL
"H" SHT. 5
DOUBLE DOOR W/510EL17ES
Iq
N
_I 13 _I-
7YP.
B
1
I
N
SEE
DETAIL
0"
\ d
J
a
SEE DETAIL
"C" TYP.
�A„ .8,.
7-1 �— 6„ 6„ I
io io
1
37 11 13 DRILL THRU FOR 1
0 A 0.357" BOLT DEEP
ENOUGH FOR A 2" o
13 BOLT THROW
10 0 0
O
SURFACE BOLT
• SURFACE BOLT STRIKE PLATE
10 DETAIL c STRIKE PLATE
DETAIL "H'
DETAIL "E" DETAIL "G" ASTRAGAL STRIKE PLATE RETAINER, BOLT HOLES
& OPTIONAL SURFACE &
BOLT STRIKE PLATE OPTIONAL SURFACEBOLT STRIKE PLATE
N
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Ln
N
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N
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0 5 0 cc�
SMF. N.T.S.
Approval as compbb: w4A tW
Florida D ddinp do DWG. Ir: WU
DotecmX, BY: RW
NORM
Miami Dade Pmd, onAwiNc No.:
D' on S-2177
277
Dy
SHEET S 0� F
ow
SINGLE DOOR
°
a
0
NOTE:
_
o
USE ITEM x{13 A #8 x 2 1/2" PFH WOOD SCREW 70
Z
ATTACH THE STRIKE AND DEADBOLT PLATES 70 THE
JAMB OR ASTRAGAL EXCEPT IN THE MULLED
�aulLowc
APPLICATION WITH THE SIDELITE USE ITEM #43 A J8 %
CONSULTANTS, INC
2" PFH WOOD SCREW.
B13.fi59.9197
SMF. N.T.S.
Approval as compbb: w4A tW
Florida D ddinp do DWG. Ir: WU
DotecmX, BY: RW
NORM
Miami Dade Pmd, onAwiNc No.:
D' on S-2177
277
Dy
SHEET S 0� F
SEE DETAIL
"K" SHT. 6
6"
3"
6" 6"
3„ Ji 3,. 3" 3"
13
TYP. �
SEE NOTE
TYP.
3 SHT, 5
h
SEE
DETAIL
52
„D„
JQ
13
TYP. �
13
TYP.
TYP.
N
13
W
JQ
TYP.C:7
�O:O
13
_
13
TYP,
TYP.
„M„
_ ,.K„ O =
M„
I t TYP. i t
/
SEE DETAIL
"E" TYP.
52 ..L„
3„ 3„ 6" 1-- 3„
6" 6"
6" 6"
SEE DETAIL
"J" SHT. 6
DOUBLE DOOR W/SIDELITES
1
C7
(lTvo
SURFACE BOLT
STRIKE PLATE
DETAIL K
OPTIONAL SURFACE
BOLT STRIKE PLATE
�N
I
L
i
SEE DETAIL "F"
SHEET 5
6" 6" 6"
3„
� _ 3,. 3„
6„ �i
3 7"1
SEE NOTE
3 SH7. 5,
� 3:_�
6"
3"3" 3"
6" 6 6"
SEE DETAIL
"H" SHT. 5
T'
DOUBLE DOOR
SEE DETAIL
'.E" TYP.
„A "
v
1
BUILDING
CONS VLTANTS, ING
813.fi59.9197
O
DATE: 11/7/01
SCALE: N, T. S.
SURFACE BOLT Approvedummplyiat wtlh the -
STRIKE PLATE Florida dnaG Dwc. �': WLN
Dele CHK. B1': RW
NOAN
DETAIL "J" MIamIDa a DeA G No.:
OPTIONAL SURFACE D .lo S-2177
BOLT STRIKE PLATE DY
s EEr 6 ov 8
O
C
'o
cc 000
N
¢ Z
W
JQ
�O:O
jTccn
Lu T
4
N
N
/
I
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Ln
OHO
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v
1
BUILDING
CONS VLTANTS, ING
813.fi59.9197
O
DATE: 11/7/01
SCALE: N, T. S.
SURFACE BOLT Approvedummplyiat wtlh the -
STRIKE PLATE Florida dnaG Dwc. �': WLN
Dele CHK. B1': RW
NOAN
DETAIL "J" MIamIDa a DeA G No.:
OPTIONAL SURFACE D .lo S-2177
BOLT STRIKE PLATE DY
s EEr 6 ov 8
0
N
.097" r
O4 x 4 ST DOOR HIN .F
OAK CAP
e �
v 50 CC BOTTOM RAIL
W000 COiIIPOSI7E
CC HINGE SJDF STI? F
OCORE MATERIAL: LVL OR LSL
ALTERNATE CORE MATERIAL: PONDEROSA,
RADIATA, PULAI, ELLIOTT(1, TAEDA OR SUGAR
PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE
CEDAR OR REDWOOD,
.40"RED
OAK 4.09" —
OAK CAP
N
OCC LATH SID STI
CORE MATERIAL LVL OR LSL
r .75" 1
Fu
8
O
ZPILL THROUGH FOR \L DRILL THROUGH FOR
A N8 PFH WOOD .357" DIA, ASTRAGAL
RETAINER BOLTS
SCREW 2 PLCS
WINDJAMBER It WR68T STRIKE PAT
OC. TOP F.Atf
WOOD COMPOSITE
1—
1.077-
1.531
36 SIOEI 17 8 AUK ID P
FINGER JOINTED PONDEROSA PINE
F— 1.077" —{
�— 1,571
42 SIDELITE TOP & BOTTOM RAIL
FINGER JOINTED PONDEROSA PINE
���RFA.BOT(IV5" STFFI 1
ATTACH TO DOOR USING ,j'10 x 1 1/4"
F.H. SHEET METAL SCREWS PROVIDED
WITH BOLT.
TAINER
)LTS
Z4 WIN'DJAMBER II WR68T
ASTRACAL (ALUMINUM 052" WALL TYP
J;2.116"
1.202" --I
28 MOLDED OPEN LITE SMC FRAME
EXTRUDED SMG
a,565"
ry
L
20 Z2 J5 38 WOOD FRAME
4.615"
2.207"
r T
a
0
I9 OUTSWING BUMP FAC
MP F,GpMP FACE ^.
ALUMINUM ALUMINUM /WOO��RESHOLL
.050" WALL TYP.
592" -L L5 �J
579" HIGH DAM THRESHOLD JB
m N
—.v5,. q-
1
OLONG READ O COMPRESSION WEATHERSTRIP
COMPRFSSIONWEA
TH RSTRIP BY THERMA—TRU ASTRAGAL RETAINER SOL
FOAM -0R FOAM CELL CORE W/VINYL JACKET MATERIAL: C/R ROO ZINC
WNINYL JACKET & YELLOW CHROMATE
2.875"�
CONSULTANTS. 1I
813.659.9197
OATF- 11/7/01
OO
NTS
1SCALF'
App.l . co"Vial with UN
Florida D ldlag C
OwG.. WLN
CW(. 8v: RW
SURFACE BOLL BOLT 57RI�������(1 " 5T )
ATTACH TO SILL USING ,r 10 x 1 1/4"
F.H. SHEET METAL SCREWS PROVIDED
WITH BOLT,
"
NOAN
Mlaall ada Prod
D Loa ,{
DRAWING NO.:
S-2127
ISHEEr
Dy
7 Or 8
.453" GLASS
CRI 7 N
Material
1
MIN
BY RM T with ield s re th �ERGLASS
F min. 000 si
FIBERGLASS
2
" -TRU WOOD COMPOSITE)
WDOQ COMPOSITE
3
CC LATCH STILEILOCK aLOCK THERMA-TRU, LVL OR LSL & OAK 1.50" x 4.1 5"
AK
4
CC HINGE STI TH A -TRU OR LSL & OAK 1.50" x 1.457"'LA
OR LSLIQAK
5
NOT USED
6
POLYURETHANE FOAM BASF, 1.9lbs. DENSITY
FOAM
7
ISHORT REACH COMPRESSION WEATHERSTRIP THERMA-TRU
FOAM
8
LONG REACH COMPRESSION WEATHERSTRIP THERMA-TRU
FOAM
9
4' x 4' HINGE .097 THK. (THERMA-TRU2
STEEL
10
WIO x 3 4 Ig. PFH WOOD SCREW Hine to Frame
STEEL
11
#10 x 1 LG. PFH WOOD SCREW
STEEL
12
#8 x. 2" LG. PFH WOOD SCREW
STEEL
13
#8 x 2 7/2" LG. PFH WOOD SCREW
STEEL
14
NOT USED
15
NOT USED
WOOD
16
2x INNER WOOD TEST BUCK
WOOD
17
MAX. 1/4" SHIM MATERIAL
WOOD
18
KWIKSET TITAN 700 SERIES PASSAGE LOCK
-
19
ONE PIECE BUMP FACE THRESHOLD THERMA-TRU
ALUM. W000
20
HEADER 4.656 x 1.211" THERMA-TRU PONDEROSA PINE
WOOD
21
NOT USED
22
HINGE JAMB 4,656" z 1.211 THERMA-TRU PONDEROSA PINE
WOOD
23
KWIKSET TITAN 700 SERIES DEADBOLT
-
24
ASTRAGAL .WINOJAMBER 11 WR68T .052WALL
25
GLAZING, 112" INSULATED TEMPERED GLASS
GLASS
26
NOT USED
27
8 x 1" LG. PANHEAD SHEET METAL SCREW
STEEL
28
MOLDED OPEN LITE FRAME EXTRUDED SMC with thefield strep th F min =6,200 osi
SMC
29
K40 x 1.50 PT THREAD W, MAJOR DIA. 4.0MM 0 ITEM 28
STEEL
30
NOT USED
31
NOT USED
32
1 8 THK, CELLULAR GLAZING TAPE STIK-II TAPE
33
1' X .Oa DIA WIRE BRADS
STEEL
34
3 8'" QUARTER ROUND MOLDING
-WOOD
35
BLANK JAMB 4.656 x 1.211 THERMA-TRU, PONDEROSA PINE
WOOD
36
SIDELITE SIDE STILE THERMA-TRU, 1.531 ' x .656 PONDEROSA PINE
WOOD
37
#10 x 7 314" LG. PFH WOOD SCREW
STEEL
38
NOT USED
39
HIGH WATER DAM THRESHOLD
ALUM.
40
SILICONE CAULK
SILICONE
41
NOT USED
42
SIDELITE TOP k BOTTOM RAIL THERMA-TRU, 1.531 x .656 PONDEROSA PINE
WOOD
438
x 2LG. PFH WOOD SCREW
STEEL
44
.3716"
16" SEX BOLT
STEEL
45
IVES 454 8" SURFACE BOLT
STEEL
46
NOT USED
TCM
47
NOT USED
STEEL
48
GLAZING, 1 INSULATED TEMPERED GLASS
GLASS
49
3 4 INSUASS
GLAZING, LATED TEMPERED GL
GLASS
50
CC BOTTOM RAIL 1.50 x .94 THERMA-TRU WOOD COMPOSITE
WOOD COMPOSITE
51
3 16 TAPCON ANCHORING ELCO, 1.75 MIN. LG.
STEEL
52
3 16 TAPCON ANGHORING ELCO, 2.5 MIN. LG.
STEEL
53
10-24 SEX'BOLT
STEEL
54
PLASTIC UP LITE FRAME PVC with o ield stye th F min =2, 145 psi
PVC
.453" GLASS
_ z
BITE
3
1/8" TEMPERED
EXTERIOR
48 ^ cn
GLASS
O
1/4" AIR
�O. o
Q O O O
SPACE
o... a... o .o .
0. '00.'
1/2" STEEL INTERCEPT SPACER
1/8" DECORATIVE
�
,
GLASS
ng
3/4 INSULATED TEMPERED GLASS
1/4" AIR
INT RI R
3/4" STEEL
SPACE
6
29 INTERCEPT
1/8" TEMPERED
GLASS
co W
1" INSULATED TEMPERED
GLASS
a
GLAZING DETAIL SHOWN W/
"CLASSIC CRAFT" SMC
LITE FRAME
(REQUIRED FOR DOOR
PANELS)
.453" GLASS Y
BITE Z
32
3 40 h !S
1/8" ANNEALED
GLASS
.25" AIR
SPACE
5 1/8" ANNEALED
GLASS
.25" STEEL INTERCEPT
6 9 SPACER
SEE NOTE 1
SHT. 4
.5" INSULATED GLASS W/
PVC LITE FRAME GLAZING DETAIL
(SIDELITES ONLY)
.0625" THICK DOW 795
GLAZING COMPOUND
1/8" TEMPERED
:�
FIS'
/2"AIR SPACE
TEMPERED
GLASS
EXTERIOR /
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INTERIOP.
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ng
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GLAZING DETAIL SHOWN W/
"CLASSIC CRAFT" INTEGRAL GLAZING
(SIDELITES ONLY)
the
' v V11 BUILDING
DNSULTANT.S, INC
813.659.9197 il
E 11/7/01
ILE: NTS
By: WLN
ev: RW
IWINC NO
S-2177
TT 8 of 8
Florida Building Code Online
Page 1 of 2
orct Ar.•s;ia;�ii„r;
User: Public User - Not Associated with Organization -
Application #:
FL1170-R1
Date Submitted:
08/06/2005
Code Version:
2004
Product Manufacturer:
Therma-Tru Corporation
Address/Phone/email:
1687 Woodlands Drive
Maumee, OH 43537
(419) 298-1755
Category:
Exterior Doors
Subcategory:
Swinging
Evaluation Method:
Certification Mark or Listing
Referenced Standards from the Florida Building Code:
Section Standard
Year
ASTM E1996
2002
PA 201, 203
1994
PA 202
1994
ASTM E 330
2002
ASTM El 300
2002
Certification Agency:
National Accreditation &
Management Institute,
Quality Assurance Entity:
Validation Entity:
Authorized Signature:
Evalualion/Test Reports Uploaded:
Installation Documents Uploaded:
Product Approval Method:
Steve Jasperson
sjasperson ytttechnologies.us
Method 1 Option A
httri-MAAAAIV finriri,-3Ki iilrlinn rir 1, rlr .-1'.+1 -`310-r_4 4-7no n11-4 or
Florida Building Code Online
Application Status:
Date Validated:
Date Approved.-
Date
pproved:Date Certified to the 2004 Code:
Page
Validated
08/06/2005
Page 1 / 1
Page 2 of 2
pp/Seq
Product Model # or
Model
#
Name
Description
Limits of Use
Maximum Design
'Classic
Fiberglass Door
Pressure Rating: Single
1170.1
-Craft"
/wo sidelites
Door - + 100.0 -100.0
Double Door - + 70.0 -
0.0
Maximum Design
Pressure Rating: Single
1170.2
'Construction Series"
Steel Door w/wo
Door - + 67.0 -67.0
sidelites
Double Door - + 60.0 -
0.0 (See Door Label for
Variations)
Maximum Design
Pressure Rating: Single
1170.3
'Fiber -Classic"
Fiberglass Door
Door - + 67.0 -67.0
/wo sidelites
Double Door - + 60.0 -
0.0 (See Door Label for
Variations)
Maximum Design
1170.4
'Premium Series"
Steel Door w/wo
Pressure Rating: Single
sidelites
Door - + 75.0 -75.0
Double Door - + 65.0 -
5.0
Maximum Design
Pressure Rating: Single
1170.5
'Smooth -Star"
Fiberglass Door
Door - + 67.0 -67.0
/wo sidelites
Double Door - + 60.0 -
0.0 (See Door Label for
ariations)
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