HomeMy WebLinkAbout306 Krider Rd (2)Permit N : 06— 3 5 te
fob Address:
Description of Work:
Historic District: Zoning:
CITY OF SANFORD PERMIT APPLICATION
l p
Dale: 1 '"
RECEVED
A . S A sr c2 i
C T pl'otal Square Footage SEP 18 2006
Value of Work: $I
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — N of AMPS Addition/Alteration Change of Service Temporary Pole _
Mechanical. Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: N of Fixtures N of Water & Sewer Lines H of Gas Lines
Plumbing/New Residential: N of Water Closets _ Plumbing Repair — Residential or Commercial
Dccupancy Type: Residential Commercial Industrial
Construction Type: q of Stories: N of Dwelling Units: Flood 'Lone: (FEMA form required)
waers Name & Address:
oatraclor Name & Address:
State license Number:
t
hose & Fax: Contact Person: Phone:
30nding Company:
ddress:
iortgage Leader:
ddress:
rchilect/Esginter:
ddress:
Phone:
Fax:
1pplication is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the
ssuanoc 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
wmtit must be segued for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
UR CONDITIONERS, ctc.
32 2t,Z-1334
WNER'S AFFIDAVIT: I certify dial all of the foregoing information is accurate and Ural all work will be done in compliance with all applicable laws regulating
onstruction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT fN YOUR PAYING
WICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
TTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. t.
40TICE: 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
his county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
cecptan c'c of i is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
Signature o Owner/Agent D Signature of Contractor/Agent Date
Print Owner/Agent's Name
e e.
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date Signature of Notary -State of Florida Dale
DEBBIE BUWTON
MY COMMISSION N DD 15 m1
Owner/Agent is _ Personally Kno to EXPIRES: Febrtr9ry(S Wor/A cnt is _ Personally Known to Me or
Produced ID
Apr FL Now Opwount A MdbJ ID
510C
PROVALS: ZONING: UTIL: FD: ENG: BLDG:
pedal Conditions:
cv 03fM
Seminole County Property Appraiser Get Information by Parcel Number Page I of I
x ... ..
DAYM JrH N gnu, AS.%
X-
PROPERTY
APPRAISER
C
YsD-7aT77- 11 Z
407 -JR&S7 5.05
2006 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id: 07-20-31-505-0000-0190 Number of Buildings: 1
Owner: FUNGE MICHAEL& Depreciated Bldg Value: $120,102
Own/Addy: SPENCE-FUNGE PATRICIA L Depreciated EXIFT Value: $0
Mailing Address: 306 KRIDER RD Land Value (Market): $26,000
City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0
Property Address: 306 KRIDER RD SANFORD 32773 Just/Market Value: $146,102
Subdivision Name: SANORA UNITS 1 AND 2 REPLAT Assessed Value (SOH): $84,470
Tax District: Sl-SANFORD Exempt Value: $25,000
Exemptions: 00-HOMESTEAD Taxable Value: $59,470
Dor: 01-SINGLE FAMILY Tax Estimator
2006 Notice of Proposed Property Tax
SALES
2005 VALUE SUMMARY
Deed Date Book Page Amount Vac/imp Qualified
WARRANTY DEED08/1998 03489 0920 $87,500 Improved Yes
Tax Value(without SOH): $1,995
WARRANTY DEED05/1993 02586 0268 $10,000Vacant Yes
2005 Tax Bill Amount: $1,138
WARRANTY DEED04/1992 02420 0081 $48,000 Vacant No Save Our Homes (SOH) Savings: $857
WARRANTY DEED04/1987 01842 1654 $25,000 Vacant No
2005 Taxable Value: $57,010
WARRANTY DEED01/1974 01017 1286 $478,600 Vacant No
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTE
Find Comparable Sales within this Subdivision
LEGAL DESCRIPTION
LAND
115-:k --------
Land Assess MethodFrontage Depth Land Units Unit Price Land Value PLATS,...'..,
LOT 0 0 1.000 26,000.00 $26,000 LEG LOT 19 BLK C SANORA UNITS 1 + 2
REPLAT PB 17 PG 12
BUILDING INFORMATION
Bid
Bid T
Num ype Year Bit Fixtures Base SFGross SF Living SFExt Wall Bid Value Est. Cost New
1 SINGLE 1993 7 1,569 2,160 1,569 CB/STUCCO FINISH $120,102 $126,091
FAMILY
Appendage / Sqft ENCLOSED PORCH UNFINISHED / 142
Appendage I Scift OPEN PORCH FINISHED / 15
Appendage / Scift GARAGE FINISHED / 434
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 valoreltaxpurposes.
ff you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value.
re web.serninole county_title?parcel=07203150500000190&cpad=krider&cpad num=306(9/18/2006
CITY OF SANFORD BUILDING DIVISION
OWNER/BUILDER AFFIDAVIT
CONSTRUCTION CONTRACTING' I
Owners of property when acting as their own contractor and providing direct, onsitc supervision
themselves of all work not performed by licensed contractors, when building or improving farm
outbuildings or one -family or two-family residences on such property for the occupancy or use of such
owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to
exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or
lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such
structure by the owner -builder within 1 year after completion of same creates a presumption that the
construction was undertaken for purposes of sale or lease. This subsection does not exempt any person
who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The
owner may not delegate the owner's responsibility to directly supervise all work to any other person
unless that person is registered or certified under this part and the work being performed is within the
scope of that person's license. For the purposes of this subsection, the term "owners of property"
includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this
subsection, an owner must personally appear and sign the building permit application.
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 $25,000. 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 supervising
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.
do hereby state that I am qualified and capable of performing the
requested construction involved with t e permit application filed.
I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work
all wed by law on the permitted structure.
Owner/Builder Signafure Date
Pt Owner/B 2der Name
Signature of Notary —State of
DEBBIE BLANTON
Y COMMISSION # DO 18MI
Owner is Personally KnoIT; : Eebru 25. 2oo7
Produced ID r—,% L, k m ASWG. co.
i
M1 DAOE
Q
BUII..DIMC CODE COATPLiAiYCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPT'AINCE (NOA)
Jeld-Wen, Inc.
317251119i wa•,v 97 North
Chiloquin. OR 97624
F•i'6E 01 / 7
MIAM1-DADF COUNTY, FLORrr)A
METRO -DADS? FLAGLER BUILD IZ O
140 WEST F ,A(;LER STREET. SUiTF. 1603
VI1AkIl, .FLORiDA. 3313t-1563
305) 375-29r)1 FAX (305) 375-7.908
Mir---- -
CiTY OF SANFOR
SCOPE:
This NOA is being issued tinder the applicable rules and regulations governing the use of const7uctiohr 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 bytheAuthorityHavingJurisdiction (AHJ).
I
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 amm 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 mantler, die manufacturer will incur the expense of such testing and the AFIJ may immediatelyrevoke, modify, or suspend the use of such product or material within their jurisdiction. BO.RA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division!that this product ormaterialfailstomeettherequirementsoftheapplicablebuildingcode.
This product is approved as described herein, and has been designed to comply with the High Velocity HurricaneZoneoftheFloridaBuildingCode.
DESCRIPTION: Jeld-Wen "Gladiator" & "Energy Saver" O/S Glazed W/E Residential .i[ns. Steel .Door
APPROVAL .DOC1tJMENT: Drawing No. S-2004, titled "Jeld-Wen Steel Outswing Woodedge Door Double
and Single Unit", sheets 1 through 7 of 7, prepared by R.W. Building Consultants Inc, dated 12/01/99 with
revision on I 1/08102, bearing the .Miami -Dade County Product Control Revision stamp with the Notice ofAcceptancenumberandexpirationdatebytheMiami -Dade County Product Control Division.
MISSTL>E IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state andfollowingstatement: ".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 anyproduct, for sales, advertising or any other purposes shall automtically terminate this NO.N. Failure to complywithanysectionofthisNOAshallbecauseforterminationandremovalofNOA.
ADVXRTI13E1ffNT: Tbc NOA number preceded by the words Miami -Dade County, Florida, and followed bytheexpirationdatemaybedisplayedinadvertisingliterature. If any portion of the NOA is displayed, then it shallbedoneinitsentirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for iruvection at the job site at they request of the Building Official. This NOA revises and renews NOA* 994007.01 and, consists of this page 1 as well as approval documentmentionedabove.
The submitted documentation was reviewed by Jaime ',*I. Eisen, P.E.
o NOA No 02-1211.10
RMIT Expiration Date:.?uJy 17, 2008
WLApproval Date: January 23.2003 1P
OFFICt
M I= DE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
4 Wq*:/MIAMi-DADS COUNTY, FLORIDA17METRO-DADE FLAGLER BUILDING
40 WEST FLAGLER STREET, SUITE 1603
MiAMi, FLORIDA 33130-1563
305) 375-2901 FAX (305) 375-2908
Jeld-Wen, Inc.
31725 Highway 97 North
C6iloquin. OR 97624
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 Florida Building Code.
DESCRIPTION: Series "Jeld-Wen® Steel' W/E Outswing Glazed Insulated Steel Door w & w/o Sidelites
APPROVAL DOCUMENT: Drawing No. S-2105, titled "Wood Edge Glazed Door w/ & w/out Sidelites up to
8'4 x 6'8 Outswing", sheets 1 through 8 of 8, dated 12/13/01 with revision #2 dated 10/22/02, prepared by R.W.
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 revises NOA # 01-1224.03 and, consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No 02-1216.09
o Expiration Date: August 15, 2007
Approval Date: January 30, 2003
Page 1
JE'LD-WENS STEEL
GLADIATOR and ENERGY SAVER
40VT3WTNG WOOOEDGE STEEL DOOR WTTH W= FRAMES
GENERAL NOTE5
I. THIS PRODUCT IS MIGNEO TO MEET THE SOUTH FLO&VA
MKVJ#G CODE 1994 EDMCN FOR MIAM-OAOE COUNTY.
2. WOOD SUCKS BY OTHERS, "ST BE AHcHeREO PROPERLY
TO TRANSFER 10405 TO THE STRUCTURE.
J_ PRODUCT ANCHORS 51 U 8-C AS LISTEDAND SPACED AS SHOWN
ON DETAILS. ANCHOR EMSEOAIENT TO SASE MATS SHALL
BE 8EVUNO WALL DRESSIM0 OR ST=O. 4. &
PACT RFSISTArfT SHUTTERS REQUIRED. S.
OEWNEO PRESSURE RATING SHALL BE AS FOLLOWS: SEE
DESIGN PRESSURE RATING TABLE 514M ONE. 6.
SIDWITS ARE MI OPTION AND CAN BE 114 A SINGLE
OR DOUBLE MIFJGURAAON. 7.
THIS STSTM DOES MEET THE WATER J(&UREMENTS 0
M1AMI-IMOE COUNTY Dear
fear CanxMucB on: 24
go. minfmum VtiWese, 25
018") mfnfMtyn th,'ryn roniied atee
a-5 wnmerrctat q IQIII -eQ par
ASTN 620 with yie(d =#IA FyfaM.)-24,50O psf. fare
deeien,• l:xpan pofyaty ene alth f 0 to 1.?
Slbs Qenelty. doodowlian,
Stool face shorts Jued to expanded 0o
ne EPS), RRh Read rams and faminatea veaeerd
Jum e, 9fifee and a woad f0c1, tNack reudarcement
The
head Tombs and sidq jambs inneramtpated"OLLwrrnq 4.5E x 1.23. The heldsfdeIamtrsarerrrartisobuttedandJoineduslaq (
3) 7/6' x 2' wtro staples. Tew threshard used fs
an aMnfnum oubvinJ lwmpfcce mouseux 4.625' 1 TABLE
OF CONTEKS SH,
EEF a OESCMPTION 1
EONIAOH GENERAL KOiES, IYPVAL ELEVAPUN 2
lERTICAL CROSS SECTIONS 3
HEORIZONYAL CROSS SECTIONS 1 3 2 J tTt 3 3 1
4 HORRtNRTAI CROSS SECTIONS 1 4, 2/4 & J/•s 5
ANCHORING LOCATIONS 81
AKCHORING LOCATIONS At COCK MODELS RAL
OF MATE MLS ,4: CL kn"G MAILS I 74 .
MAY. OVERALL MOTH WA.
PANE! WOW '
N/A,STRrtGAL r
r J+
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0
LLj 000etz =
IEVAT10 69.
5' MAX. OVERALL WIDTH 16'
IAAX. PANEL
NTON 105.
25" MAX. OVERALL ' ---{ 27.
817514 14.MAXil JdAX.
O.L.O. PANEL WIDTH J+ 1
u /
o of
70tietIr ODOR
W/S(OEUM ELEVATJON GLAZED DOOR
S1iOW1/ DESICH PRESSURE
RA1114C WHERE WATER
INFILTR4TIO?I R EQUIREKA
NTUNEEDED PCSIME f
50.0 PSF NEC.tTI
Z 46.0 PSF 6' MAX.
O.C.
O. SBrir,LF
DOOR W/Sfpmrcl. ET,E'him f ].5'
I.fAX. M.5' F1NAJr.' W10TTI
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31725 HIQHWAY87,VORTH io oKWN ewcmwCHILCOUIN, CR. 97624 ! oO GAL -w u—+ls22W r: cuxsuuwm ING
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541.763.2057 Ely "ORZONTPt cti055EC7IoN5 al-J931 I 5-2Oas REVISIONS - IJ3, 2/3 & 3/3 J
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SLE NOTE
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i INTERIOR
V
NOTES:
1. SPACING FOR 1TEJA IT33. ,VHEN US[D TO
Al rA(:f( fHf' tijLrl)rf 70 THE SIORJTE
V W149 15 A.S. FOLLOWS; rR01f ME rOP
OGM01 G•' do 30" rHF SPRUNG FROAf THE
r JOrrcm UP IS rHE iulE
ZOM.II GPOSS •r} rrxlw l
2a4ATvOEtTETOHTNG_ MO. 7Y1'.
15" ANN. .. O 30 SEE NOrE
CUUNIERSTNK ff SHT. 7
PAa6fICr: ppuy p arc 1:f01%9!1
JELLPWEN,INC. OUFSWIgc WCODEOCE LICOR E''jt/ 5U1L, r
3i775 MGHWAY97NORTH
CHILOWIN, OR. 97624 1
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Masonite International Corporation
TECHNICAL ADVISORiY
To: Building Code Official Date: March 3, 2003
Aulbor4 Having Jurisdiction
From: Kenneth K bnhoff CC- Michaelggson — American Door & Sr.
Pmjcct Mmmgrr — Extotior Dom huducu : W611rrork (407W1-1052) lk&
k10Wrtasorite can Ry. B—y 615/
441-4255 ot5ce 81313354171
mobile 615/
44467229 fax Subject: Company
Profile — Masonite / Premdor Masonite / Premdor
Exterior Door Products represents several brands of steel, fiberglass patio door
units supplied to the Florida market. In an effort to clarify the parent company & the
corresponding brands that code administrator's may see I have provided a brief recap
of our history. Premdor Incorporated,
a global building products company with its Corporate Headquarters in
Mississauga, Ontario (Canada.) and its International Administrative Offices in
Tampa, Florida. On August 31, 2001 Premdor announced that it has completed the acquisition
of Masonite Corporation from International Paper Company. Effective January1, 2002
the name of the combined company was changed to Masonite International (www.masooite.
eom). Masonite / Premdor exterior
door unit components are supplied under the following brand names for
assembly and distribution in the Florida market: ArTek7m Castlegatelm Ce1coTs
Colorad0TM Ddcor"rm EntergyTm
EvergreenTm JohnsonTm MonterreyTm OakeraftT'" PremVUT"
Span-RiteTm SoecialtyT'" Royal Mahogany
Products"'" If you have
additional questions or require additional information as a condition of proceeding with the
use of this product in the building permit process please contact me using the information
proved above. Respectfully Submitted, Kenneth
R. Imhoff
Masonite/Preadmr Exterior
Door Prodmets • One Premdor Drive • Dickson, Tennessee 37055 ArTck, Castlegale, Celeo,
Colorado, Decor, 1)orFab, p.nrergy, Evergreen, Johnson, Monterrey, Oakerafl, PrermVU, Rochman
Universal, Royal Mahogany Products, Span -Rite. Spec ialty/Hsylite,
CON Fame
TYpe
Conflq. SwlnO
110)
Max. Overall
Us (fas.)
Le318 Nominal Max.
Leaf Stm (Ins.
01e11e0 OP
1190 1 -OP
031)
Impact
Apped
Rol. Till Repartee Rot. Eeal. Report AssY Dealt
MAP-WL-MA}
Inlall Oa6ll
MID-WL-MA
EN4101-02
EN4102-02
wood
woad
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1
1
30 x 80
72 x 80
1
1,2
36 x 80
35 x 80
0
0
70.01
55.0
76.0
55.0
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Y
f4CTL-210.1884 5-4
NCTL-210.1905 7-9
0001-02
OM-02
8001-02
0002-C
EN4103-02 wood XO/OX I sox 00 1 36 x 80 0 07.0 67.0 Y NCTL-210.188010,12 0003-02;
000SM041-02
0003-M
SL 11 x 80 8 61.0 87.0 1 N
EN4104.02 vrda! OXO 1 100 x 80 1 36 x 80 0 67.0 7.0 Y NCTL-210.1905 74;180010.12 0004-02;
000710041.02
0004.02
sl 14 x 80 9 87.0 87.0 N
SL 36180 6 55.0 55.0 N
EN41*02 wood O)= 1 144 x 80 1,2 36 x 80 0 55.0 55.0 Y NCTL-210.1905 7.9 000510041.02 0005-02
SL 36 x 80 6 55.0 65.0 H
MA41*03
PAA4107-03 wood
wood
x
Xx
1
1
36
x 96 72
x 96 1
1,
2 38
x 96 36
x 96 0
0
70.
0 49.
7 70.
0 49.
7 Y
Y
CTLA-
01SW CTLA-
919W 003-
005.0002 003-
005.0002 0001.
02 0002-
02 0001-
02 0002.
02 MMICS-
03 wood XO/0x 1 12 x 96 1 36 x 96 0 49.7 49.7 Y CTLA-912W 003-005.0002 W03.OZ: 0006.
02; 9041-02 OOM-
02 SL
38 x 96 6 19.7 49.7 N MA4109-
03 I wood OXO 1 106 x 96 1 35 x 96 0 49.7 49.7 Y CTLA-919W 003.005.0002 0004.02. 0007-
02:0041.02 0004.
02 SL
30 x 9B G 417 40.7 N MM110.
03 wood 000 1 144196 1,2 36 x 95 0 49.7 4L.7 Y CMA-919W D03.005-0002 0005.02; 0008-
02; 0041.02 OOOS
02 SL
36 x 96 G 49.7 7 N EN4111.
02 HM X 1 36 x 80 1 36 x 60 0 66.0 96.0 Y NCTL-210.1915.7, 8, 9 0010-02 0007-02 EN41I
GM 2-PC x I 38 x 80 1 36 X 80 0 68.0 66.0 Y NC11-210.1916.7, 6, 9 0009-01 ODOS.02 EN4121.
M wood x 0 36 x 60 1 36 x 80 0 174.0 76-01 Y NCTL-210-18514.6 0011-02 0001.02 EN4122.
02 wood xx 0 72 x 60 1.2 36 x 80 0 55.0 56.01 Y KTL-210-1905 7-9 0012-02 0002.02 EN4123.
02 wood XQ'OX 0 50 x 80 1 36 x 80 0 47.0 87.0 I Y NCTL-210-106010.12 0013-02 001610341.
02 0003-
02 SL
14 x 80 G 47.0 47.0 N EN4124.
02 woad OXO 0 108180 1 36 x 80 0 07.0 6.7.0 Y NCTL-210.1905 7.9;100010,12 0014.02: 0017=
41.02 0034-
C2 SL
14 x 60 G 67.0 0 N SL
36 x 80 G 55.0 55.0 N EN4125.
02 wood OXXO 0 1" x 90 1.2 36 x 80 0 55.0 55.0 Y NCTL-210.1905 7.9 0015.02; 0005.02 SL
36 x 80 G 55 0 55.0 N Owpaque;
G-planed testae
in accordance wdtl Metro -Dade Protocols PA201, PA202 and PA203 rt4
0
0
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Unit
s
TYR
1 a
UNIT n, UNIT
15f16' 17-1/6•
MAXIMUM -
ON CENTER TYP.
Minimum Fastener Count
6 per vertical framing member
2 per horizontal framing member
Hinge and strike plates require two
2-112" long serows per location.
Rough Opening '1
Width of door unit phis 1/2•'
Height of door unit plus 1/4"
I
rrw r Ten brta AWAL-W Cr*kW 13026MIk /J026 A /1ppDM7C ace t ov/rert n vsaeonv_ 6M71F001. On e0.1 A026M7e-00r. 001, 0OX A926M1C-0Or. 00i 003 PMWaeserameese - awlt llr bo•tke 115INM.+ete+le (.wrt.dxmko cao). er Mna ke 'ems Iw ftMWW .roag w O -I -o -- OrlwiW erw.
MID-WL-MA0001-02 I
SINGLE DOOR
Lalching Hardware:
Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be insta0ed.
UNITS COVERED BY COP DOCUMENT 0246% o2e6•, 3145. 3156, 3241 % 3245, 3261 • or 3256CompliancerequiresthatB• GRADE 1 (ANSYBHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at topand (1) at bosom.
Based on required Design Pressure — see COP sheet for details.
Notes;
I. Anchor calCulations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. FastenersanalyzedforthisunitInclude #e and #10 wood screws of 31, 6" Tapcons,
2. The wood $C ew single shear design values come from Table 11.3A of ANSVAF & PA NOS for southern pine lumber with a side member thickness of1.114" and achievement of minimum embedment The 3116" Tapcon single shear design values come from the ITW and ELCO Dade CountryapprovalsrespesIlvely, each with minimum 1-114' embedment.
3. Wood bucks by others, must be anchored prop" to transfer toads to the structure.
11, 2002
awd' •r d 0
JIG
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X
Glazed Inswing Unit I I
WOOD -EDGE STEEL DOORS
APPROVED ARRANGEMENT:
iea oaa w.rew Q ipcae „ozw,lc
one cowtm,,,, vewuerr rnsn.
beernrapbn - a- .al ,b trore Is esrl
O wtMssetrite.oeslrc (rww asvwkaea)
or pk Mase.ee Miry eerAn,
Note:
Units of other sizes are covered by this
repot as long as the panel used does not
exceed 3'0" x 6'R
Single Door
1.29M4 4sve.W (IT
Design Pressure
50.5/-50.5
wlkr "*" "NO ft-am "P is wee.
Larye Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
cow ee:4n aetaafre tn, hnpaN rulU.e rcgelremHus rrc asakeslbNbW101rpNdewel7NtlkoftenIsqurce. te'fe: DYlbiro Jeayla arrn OHQr?.IK 106pab IS eelumiteA by ASCE rN1i0.e1,
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed —see MAD WL MA0001-02 andMAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been loflov+ed — see MID-WL•MA0001-02.
APPROVED DOOR STYLES:
114 GLASS:
LoOD
roo,seft-
1 , nab na 1
36 stoic, s,`p Scn.a rat Series 1/
2 GLASS: onini '
urn o 105sgri,• 106.IGOsales, 120SMcs Zpe Sales• 32 rVl. 13 NL 24 Wl tm Reries Ips Senor Stites- J09 Saki this
pass hN MW on me sew i.Ilq 1e11701619 eem slrles: $,PW4 $ya.l whh sane: E,sbaw b•l> . Eyebrow SpteM w.h .-arA. Entergy-
Entwsystm,- - r..r..r..i. aw
Leo oHn. a rwnM e+w..rwen .aa.wcery:+4.,as,..r r.wa eawssusk'e"maa.gti MasoniIt*
International Cnrporation
ly.J V u y
X
Glazed Inswing Unit 1
WOOD -EDGE STEEL DOORS
APPROVED DOOR STYLES:
3/4 GLASS:
FULL GLASS:
I AL
13113®o 9+ot swiek .lo serkrc 450 seMr
1 [110 # 109 Sens 114. IM 117 IR sells 149 $eries 309 Shiesseries
CERTIFIED TEST REPORTS:
NCTL 210-1897-7, 8.9
Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258.
Unit Tested in Accordance with Miami -Dade OCCO PA202.
Door panels constructed from 26-0auge 0.017" thick steel skins. Both stiles constructed from wood. Top end rails constructed of 0.032" steel. Bottom end rails constructed of 0.032" steel. Interiorcavityofslabfilledwithrigidpulyurethanefoamcore. Slab glazed with insulated glass mounted in a rigidPlasticliplitesurround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
E
STED IN
DE BCCO AORDANCE2o2ANYNAMEY, srAU
To The best of my knowledge and abilfty the above side -hinged = "
exterior door unit conforms to Ilse requirements 01 the 2001 FloridaBuildingCode, Chapter 17 (Struclurat Tests and Inspecuons). F'1116
T+q O WRevwr CMTaate a Lsddx306restNlrPorlW9tlklWWAOQGM7G901WO1NkiaMJilleral
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Oftft (MwwmCONk.COM)
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State of Forida, Professional Engineer
Kurt 8e1thazor, PE. — License Number ,%W
Ente
Fnfty Syste nu
0"'
1"
W
ow ...,
aged
0A7i0.40l. ft,^
re+r 4+.p.ctuwn, enpe.M w.v"q
MasOr•ite Iniernrtlorral Corporatlo.r
COP#
WL-1
Frame
Typo
Conflp. Map
1/0)
Max. Overon
Sla lint.)
Leaf# Nomkml Max.
Lest SIZIN pee•)
611:61p
Type
OP OP Impact Ref. Test Repow Rol. Evsl. Report Aeo'y Detaa Intall OetallpigpAppr'd MAD-WL-NIA) MID-WL•MA)
CA4101.02 wood X 1 36 x 80 1 36 x 80 0 76.0 75.0 1' Ncn-210- I B64 7.6 0001.02 0001.02CA4102-02 v2od XX 1 72 x 80 1. 2 36 x 80 0 55.0 55.0 Y NCTL-210.19GS 10.12 0002-02 0002-02CA4103.02 wood X0/0X 1 50 x 80 1 36 x 80 0 67.0 67.0 Y NCTL-210.1680 7, 9 0003.02; 03OG-02
0006M041.02
SL 14 x 80 G 67.0 67.0 N
CA4104.02 ti4ad OXO 1 108 x 80 1 36 x 60 0 67.0 67.0 Y NCTL-210-IUO 7, 9; 190610.12 0004-02; OON-02
0007/0041-02
SL 14 x 80 G 67,0 67.0 N
SL 36 x 80 G 55.1 SS.O N
CA410542 wood CXXO 1 144 x 80 1. 2 36 x 80 0 55.0 55.0 Y NCTL-210-190510.12 0005/0041.02 0005-02
SL 36 x 80 G 56.0 56.0 N
2AA4106.03 rood X 1 36 x 96 1 36 x 96 0 70.0 70.01 Y I CTLA-919W 003.005.0002 0001-02 0031-02
FAA4107.03 wood XX 1 72 x 96 1,2 36 x 96 0 49.7 49.7 1 Y I CTLA-919W 003.005-0002 0002-02 0002-02MA4108.03 wood XO/OX 1 72 x 96 1 3e x 96 0 49.7 49.7 Y I CTLA-919W 003-005.0002 0003.02; 0033.02
0006.02; 0041-02
SL 36 x 96 G 49.7 49.7 N
NIA4109.03 weed OXO 1 100 x 96 1 36 x 96 0 49.7 49.7 Y CTLA-919W 003-OOS-0002 0004.02: 0004-02
0007-02; 9041-02
SL 36 x 96 G 49.7 49.7 N
NIA4110.0.1 cad OXXO 1 144 x 96 1, 2 36 x 96 0 49.7 49.7 Y CTLA•91914 003-005.0002 0005.02: 9005.02
0008.02;1041-02
SL 36 x 96 G 49.7 49.1 rI
CA41 I!eO2 M1-A X 1 36 x 80 1 36 x 60 0 66.0 66.0 Y NCTL-210.1915.10, 11, 12 001002 OG07-02
CA4116-32 PC X 1 36 X 80 1 36 X 80 0 166.0 66.0 Y NCn-210.1916.10, 11.11 0009.02. OCOE-02
CA4121-32 cuod X 0 36 x 60 1 36 x 80 0 76.0 76.0 Y NCTL-2*1861 10.12 0011.02 0001.02
CA4122-02 wood XX 0 72 x 60 1,2 36 x 80 0 55.0 55.0 Y NCTL-21C-190S 10.12 0312.02 0002-02
CA4123-02 wood XO/OX 0 SO x 80 1 36 x 80 0 67.0 67.0 Y NCTL-2*1860 7, 9 0013-02 0003-02
0016/0041.02
SL 14 x 90 G 67.0 67.0 N
CA4124-02 rood OXO 0 108 x 60 1 36 x 80 0 67.0 67.0 Y NCTL-210.19% 10.12;1840 7, 9 0014-a 0004.02
001710041.02
SL 14 x 60 G 67.0 67.0 N
SL 36 x 80 G 55.0 55.0 N
CA4125.02 woad OXXO 0 144 x 80 1.2 36 x 80 0 55.0 55.0 Y NCTL•210.193510.12 0013.02; 0005.02
001Er0041.02
SL 36 x 80 G 55.0 55.0 N
0-opaque; G=gla.-ed
tested In acccrdance with Metro -Dade Protocols PA201, PA202 and PA203
CD
CA
0
0
v
1
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v
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frame
Type
Conlip. SwleO
IIO)
MIL Overall
8tte (lee.)
LeW Nomltsl Met.
Lul Slm (Ina.)
ela*g
type'
Or
1p9
OP
pall
Impact
Appvod
All. Tesl ReprtfI net. Evil. R4pdtl Aaa'T Datall
1t1ADrML-MA)
Ialall Oeull
11110-10IL-11A)
MM126-03 wood X 0 36 x 96 1 36 x 96 0 M.0 M.0 Y CTLI.919W 003 00S-0002 0011-02 0001.02
MA4127.03 wood XX 0 72 x 98 1. 2 36 x 96 0 49.7 49.7 Y CTLA-919W 003.006-0002 0012-02 0002-M
MM12803 wood XO70X 0 72 x 95 1 38 x 96 0 417 49.7 Y J CTLA-919W 003-0Ot1-0002 0013-w;
0016-02; 0041-02
W03-02
SL 36 x 95 6 49.7 49.7 N
MA4129-03 woad OXO 0 108 x 96 1 36 x 96 0 49.7 49.7 Y CTLA-919W 003-005-0002 0014Z0017.OZ 0041-02
0004.02
SL 36 x 98 A 42.7 49.7 N
MA4130-03 wood OXXO 0 144 x 96 1.2 36 x 96 0 417 49.7 Y CTL4-91 OW 003.005-0002 0015.02:
0018.02;0041.02
0006.02
SL 36 x 98 6 49.7 49.7 N
EN4131Q I HM X 0 36 X 80 1 36 X 80 0 56.0 E6.0 Y NCTL-210.1015-7, 5, 9 IMO.02 0007-02
EN4136-02 2-PC X 0 30 X 60 1 36 X 60 0 66.0 66.0 Y NCTL-210.1910.7. 8. 9 0019.02 0006-02
EN4141-02 wood X 1 36 x 80 1 36 x 60 6 50.5 50.5 N NCTL-210.1697 7.9 000110041.02 0001-02
ER414 42 woad X 1 72 x 80 1.2 36 x 60 1 G S0.5 S0.5 N NCfL-210.1697 7 ODOZIMI-02 0002-02
EN414342 wood XO/OX 1 72 x SO 1 36 x 80 6 50.5 50.5 N NCTL-210.1697 7-9 0003.OZ
00060 I-02
0003-02
11 Sl 36 x t?0 6 50.5 50.5 N
EN414442 woad OXC 1 106 x 80 I 1 36 x 90 G 50.5 50.S N NCTL-210.16917-9 0004-a.
300710041-02 0404-02 SL 36
x 60
6 50.5 50.5 N E19145.02 road OXXO
1 144 x 80 1.2 36 x 80 G 50.5 50.5 N NCTL-210.1697 7-9 0005-02; 0008/0011.02 0005.
02 SL 361c
EO 6
0.5 50.5 N EN4101-32 wood X
0 30 x 80 1 36 x 60 G 50.5 50.5 N NCTL-210.1897 7-9 0011/0041-02 0001.02 EI9162-02 wood XX
0 72 x 80 1.2 36 x 60 6 SU 50.5 N NCTL-210.1697 7.9 301ZW41-02 W02.02 EN4163-02 woad XOJOX
0 72 x 80 1 36 x 60 6 SU 50.5 N NCTL-21 D-1897 7-9 0013.02; 0016=41-02 0303.
02 SL 36
x 80
6 1 50.51 60.5 N EN4164-02 wood OXG
0 108 x 80 1 36 x 80 6 50 N NcrL-210.
16971.
9 0014.02; OO1Tr004t-Q2 0004-02
SL 36
x 80
0 N EN4165-02 wood OXXO
0 144 x 80 1.2 36 x 90 6 5031 0.51 N NCTL-210.1837 7-9 0025MO41.02 0005-02 SL 36 x 60
G 50.5 50.5 N O parrtte; G.plazed
tested In accordance with
Metro -Dade Protocols PA201, PAZD2 and FA203 j AA Y c/
o
1<
VI
M r
C-
0
0
v
M
v
M
M
Mi
M
M
r
FL18 for wood -edge steel door units 0
FL19 for metal -edge steel door units Q
for fiberglas
wjULV
X
Glazed Outswing Unit
e
e t
WOOD —EDGE STEEL DOORS
APPROVED ARRANGEMENT
O
O
Note:
Units of other sizes are covered by this
report as long as the panel used does not
exceed 3'0" x 6'8".
Single Door
Mainerrrr ire rice . pr s 61-
Design Pressure
50.5/-50.5
Umrtcd wm grins sPKW ores,rgm aw r is qua
ss+DaU Review e[rIIIWde IJo26aa7C
ono covaeal Rvrgrl vatdelrur IeeMie
IJ02iM7C-0m prgv;drS ad3rorrYIniamaloM - avedablr Mom IMt nSAvn
w s'e I.eri own o. cam)• Fe
Mtsorme reOslN verve nysegdecom)
w ore Masgnl,a Iecrr:W crrdp
Larye Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Aoual eesgr p W" Od rMW MWSW le"ifs, o rls IN r spot kneforp design arrd'eoRaprIc location Is detearie0 6y tisct 7yraUmelsb,e or local buftw cogs seedy Me sorgn requrod.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0011.02 andMAD•wL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0001-02.
APPROVED DOOR STYLES:
1/4 GLASS:
rcan lugoo .._ lug ou
lA, ,75 Senes ,>s Stnr 6110 Series -. eu sere,
1/2 GLASS:
00 oa o0 00 00 0o autoIg5caries' 101. ,Fg Sides' t2' Sadee' god Soon, 12 M. 27 Rl 24 RA t07 series 7 pd series woe sortsSera,
1814'last eel reel f6o be used n ire rrebMn' door styles: S-paneg Sybnrl e1h sclor Cye6roo S 1-14: Fyebroer 6-prof 40.1.
Enter _.. _
a
r..•...rr r.NEntrySystems
Am t). 2od2
owP/re.a ore nagno. M ., r rWretM •r r41pP0tINw. 9eayn rn7 poetsWeaq'ey bsw.yr woven "a4s. Masonite International Corporation
1 011
X
Glazed Outswing Unit
WOOD -EDGE STEEL DOORS
APPROVED DOOR STYLES:
314 GLASS: FULL GLASS:
00 P o _ I _
410 SMU 450 sell" 109 3&,n 111 20 122 152 Series IN Series 3O0 SM/T
Safer
CERTIFIED TEST REPORTS:
NCTL 210-1897-7, 8, 9
Certifying Engineer and License Number. Barry D. Portney. P.E.1 16258.
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 2"auge 0.017" thick steel skins. Both stiles constructed from wood.
Top erld rails constructed of 0.032" s1Rel. Bottom end rails constructed of 0,032" steel. Interior
cavity of stab filled with rigid polyurethane foam core. Stab glazed with insulated glass mounted in a rigidplasticFplifesurround.
Frame constructed of wood with an extruded aluminum bumper threshold.
PRODUCT COMPLIANCE LABELING:
N
ACWITH MIA441-
OADEfCOPA202 CAMEE
To
The best of my knowledge and ability Ike above side -hinged exterior
door unit conforms to um mquimmelds of the 2001 Florida Building
Code, Chapter 17 (Structural Tests and Inspections). 1/
a-0
aaf 5 Slale
ul Florida, Professional hngp7eer Kurt
Baghazor, P.E. — License Number 56533 Entergy-
EntrysystemJNw
17, 20pZ i71ia,
yp /nFara /1 eroeea r rweenl arttl Wvcfr*. % err0e rM ervly ra+
eee rpol wlka w6ft"
A "Weer 1MMW
9•
h3l
oau Reno* C Ism A0264e7C slit
COMM OWN VaWppa Nebo 130264I7C-
011 pieM0e1 swillml 0110111MO
n - avpoy hom els twill webs*
Iraw.NhalYio.amlA the rAteorele
wlba* (m+,rr.Muemikccn) a
Ue Mmoke lechnIc l laniv. L.
J j•
Matvnite International Corporatian
10012
Unit M PA10-M-P11A0002.0Z 7
DOUBLE DOOR
UNIT b'C' UNIT
15/15, 17-1/8'
MAXIMUM
ON CENTER TYP.
6 per vertical framing member
8 per horizontal framing member
Hinge and strike plates require two
2-112" long screws per location.
Rough li '1
Wldh of door unit plus 112"
Height of door unit plus 1/4"
Wimnvmk M"m" Tog Oia R.iew C4r11erats /3026447A, 13026Y7e: /,tp2W7C ane OOP/Tes1 RWO4 WbdwwMelpcP30264a7A-001, 00Z 00M #M64479.W1, NZ 001: d302W7C-W ;7;03 plumes
addllaol Mermeepa - 4v4iYbN hom an 113IWN f 7i1c fnWw.cllsanb0.wml. p'e MlWnhMies (wrMlIe401WacOm) or tit 04aronh teclmky cer~.
Latching Hardware:
Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed.
UNITS COVERED By COP DOCUMENT M47. 0267', 3147, 3167. 3242', 3247. 3252' or 3267
Compliance requires that B• GRADE t (ANSUSHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at topand (1) at bottom.
Based on required Design Pressure — see COP sheet for details.
Notes:
1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners
analyzed for this unit include I8 and 010 wood screws or W16" Tapcons,
2. The wood Screw single shear design values come from Table 11.3A o1 ANSI/AF & PA NOS for southern pine lumber with a side member thiduess of
1-114' and achievement of minimum embedment. The 3/16" Tapcon single shear design values come Irom the ITW and ELCO Dade Country
approvals respectively, each with minimum 1-114' embedment.
3. Wood bucks by others, must be anchored properly to transfer loads to the structure.
acmeer r4. =
ow goo" pleRiq er Pe4W •nwanae man rpeQ or. .•
4eM ere wean erui %"a % O0e .awe rwce
i9Ju13
Unit MID-WL-MA0003-02
SINGLE DOOR WITH 9 SIDELITE
CC
a 6•
TYP. 1YP. h.. T
TYR
1 1 i i ,
UNIT 4V UNIT
511F 17-114'
MAXIMUM
ON CENTER TYR
Minimum Fastener Count7
5 per vertical framing member
7 per horizontal framing member
Hinge and strike plates require two
2-1/l" lone screws per location.
Rough 11 r 1
Width of door unit plus 12-
Height of door unit plus 1/4-
1 TW Qiq Anlwr Ceralkare IlQtWNaI Pa02eM79: /3026e47t a10 COP/req Rppn YilbillOn
edits IMM47A-MI.002.0Q3• r302yµ7e-001. 002.000:10QI644rC-0QI, 00 =,@"dorddWmslirdemsdbn - ffjook from ms ITSIWH rep>Ny 11www.111wMko.mm),1he Mb'dlikr7swe0twww.maorme.rom) or 1he Maonib treh l a sr. '
Latching Hardware:
Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed.
UNITS COVERED BY COP DOCUMENT 8248.0268•, 32431. 3248, 32631 or 3268
Compliance requires that 8" GRADE 1 (ANSUBHMA A156.15) surface bolts be installed on latch side of active door panel - (1) at lopand (1) at bottom.
Based on required Design Pressure - see COP sheet for details.
Notes:
1. Anchor calculations have been carried out With the lowest (least) fastener rating from the diffekeni fasteners being considered for use. Fasteners
analyzed for this unit include /8 and 010 wood sere-xs or 3/16- Tapcons.
2. The wood screw single shear design vatues come from Table 11.3A o1 ANSI/AF & PA NDS for southern pine lumber with a side member Thickness of
1.114" and achievement of minimum embedment. The 3/16' Tapcon single shear design values come from the ITW and ELCO Dade Countryapprovalsrespectively, each with minimum 1-1/4" embedment.
3. Wood bucks by others. must be anchored properly to transfer loads to the structure.
n
0m msow & I4. 2002
sakkiwop• rrrb0 MOW ••0 0'rw•n+rye ryrplt 9wy
T it IMC MY nrwr N rrwe oYw• w
IJUU4
O MID-WalIn l ll,
Unit
SINGLE DOOR WITH 2 SIDELITES
FNI e'
7-111W
NIAX141UM
ON CENTER TYR
6 per vertical framing member
11 per horizontal framing member
Hinge and sl gw plates require two
1/2" long screws per location.
Width of door unit plus 112"
Height of door unit plus 1/4"
1Od' Ibery TM Odb ReAow rAlVkW fM6447A; 030264478; 03026441C aid COPReA q. t V4td41ion 1A LIk
r3026447A-001.002 003.004.1302e4476e01. o0p 003.004 130i6447C-001.002.003, OOe p oNdetdUNIinrommien - wAabN from the neAYH 9veetlN (wrwellsdmbo.com). die Yhsonite vwbtirr7s (mrU m"Onb4.edm) or die Masenite "dinkal cenur.
Latching Hardware:
Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed.
UNITS COVERED BY COP DOCUMENT 0249•, 0269.3244•, 3249, 3264• or 3269
Compliance requires that 8" GRADE 1 (ANSVBHMA A156.16) surface bolts be installed on latch side of active door panel - (1) at topand (1) at bottom.
Based on required Design Pressure - see COP sheet for details.
Notes:
1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Jamb and
head fasteners analyzed for this unit include $8 and #10 wood screws or 3116' Tapcons. Threshold fasteners analyzed for this unit include k8 and
10 wood screws, 3116" Tapcons. or Liquid Nails Builders Choice 490 (or equal structural adhesive).
2. The wood screw single shear design values come from Table o I/AF i5 PA NDS for southern pine lumber with a side member thickness of
1-1/4- and achievement of minimum embedmenl. The 3r16" Tapcon single shear design values Come from the 1TW and ELCO Dade Country
approvals rospectively, each with minimum 1-1!4" embedment.
3. Wood bucks by others, must be anchored properly to transfer loads to the structure.
0
Mrxh 10, 2003
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