HomeMy WebLinkAbout218 Odham Dr (2)I
CITY OF SANFORD PERMIT APPLICATION
Permit # : CA
Dcscriution of r-k: 19,L111711114-
Historic District: Zoning:
Date:
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool _
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 or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #
Contractor Name & Address:
Phone & Fax:
Bonding Company:
Address:
Mortgage Lender: .
Address:
Architect/Engineer
Address
Contact Person:
Attach Proof of Ownership & Legal Description)
Phone:
Slate License Number:
Phone:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
Signature of cr/Agent , Date Signature of Contractor/Agent Date
u
nrnplurg1 NoKq(k*.I0E J Date
MY COMMISSION # DO 164260
EXPIRES: Noveder 12,2006
O .... ,R IrMlel NSBNices
Owner Agertt is personally Known to Me or
Produced
APPLICATION APPROVED BY: Bldg: Zoning:
Initial te)
Special Conditions:
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is _ Personally Known to Me or
Produced ID
Utilities: Ila
Initial & Date) (Initial & Date) (Initial & Date)
CITY OF ANFORD BUILDING DIVISION
OWNER/BUILDER AFFIDAVIT
CONSTRUCTION CONTRACTING
Owners of property when acting as their own contractor and providing direct, onsite 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 $25,000. The building or residence must be for your own use or occupancy. It may
not be built or substantially improved for sale or lease. If you sell or lease a building you have built or
substantially improved yourself within 1 year after the construction is complete, the law will presume that
you built or substantially improved it for sale or lease, which is a violation of this exemption. You may
not hire an unlicensed person to act as your contractor or to supervise people working on your building. 11
is your responsibility to make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You may not delegate the responsibility for supervising
work to a licensed contractor who is not licensed to perform the work being done. Any person working
on your building who is not licensed must work under your direct supervision and must be employed by
you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation
for that employee, all as prescribed by law. Your construction must comply with all applicable laws,
ordinances, building codes, and zoning regulations.
V 0yMZiA.i do hereby state that I am qualified and capable of performing the
requested con truction involved with the permit application filed.
I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work
allowed by law on the permitted structure.
wnerBu- a Signiture 4D*aw'
wner/Builder Name
T.
m
mo Nm
z Gmvi
gnature o otary—Sta a of Florida Date o
Owner is Personally Known to Me or has
Produced ID C_;
Seminole County Property Appraiser Get Information by Parcel Number Paoc 1 ol, 1
12
1$.9 L= — G0. 13AJ" BLD._BB K jj '•
D"m JOHNSON, CFA. ASA 19A
n1 a t 1. ' PROPERTY 8.0 19.01 z.9 '417.9 , 22.9
APPRAISER 74A D
4
I 1
21,0
E
r
sEMINOL oourmF.
BLOCK/B 2a 18.0:
fj
1101 E. FIRST ST a
IZl 14.0 17.a 18.0 20.0 VIII .
SANFORD ,FL32771-1468
407 - 665 -750B
3 ti BLOCK,-Y
1.0 F:.F 1' 12.9 7 0 I
a 100P0-
2006 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id: 07-20-31-505-OD00-0230 Number of Buildings: 1
Owner: NORMAN NANCY L Depreciated Bldg Value: $80,754
Mailing Address: 218 ODHAM DR Depreciated EXFT Value: $0
City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $19,000
Property Address: 218 ODHAM DR SANFORD 32773 Land Value Ag: $0
Su ' sion-Narfie`: SA OfkA-LIMTS t D 2 REPEAT Just/Market Value: $99,754
4 Tax District: S1-SANFORD Assessed Value (SOH): $95,527
Exemptions: 00-HOMESTEAD-' Exempt Value: $25,000
Dor: 01-SINGLE FAMILY Taxable Value: $70,527
Tax Estimator
SALES
Deed Date Book Page Amount Vac/Imp Qualified
WARRANTY DEED 08/2002 04506 0811 $112,800 Improved Yes
WARRANTY DEED 12/1990 02254 0561 $71,500 Improved Yes 2005 VALUE SUMMARY
WARRANTY DEED 12/1990 02245 1281 $65,000 Improved Yes Tax Value(without SOH): $1,506
WARRANTY DEED 06/1985 01647 0564 $65,000 Improved Yes 2005 Tax Bill Amount: $1,352
WARRANTY DEED 06/1985 01645 1527 $100 Improved No
Save Our Homes (SOH) Savings: $154
WARRANTY DEED 02/1985 01617 1131 $65,000 Improved Yes 2005 Taxable Value: $67,745
WARRANTY DEED 05/1982 01391 1840 $31,200 Improved No DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
WARRANTY DEED 02/1979 01211 1902 $41,300 Improved Yes
WARRANTY DEED 01/1973 00992 0248 $35,300 Improved Yes
Find Comparable Sales within this Subdivision
LAND LEGAL DESCRIPTION
Land Assess
Frontage Depth
Land Unit Land PLATS: Pick...
Method Units Price Value
LEG LOT 23 BLK D SANORA UNITS 1 + 2
LOT 0 0 1.000 19,000.00 $19,000 REPLAT PB 17 PG 11
BUILDING INFORMATION
Bld Bld Type Year Blt Fixtures Base SF Gross SF Living SF Ext Wall Bld Value Est. Cost
Num New
1
SINGLE
FAMILY
1972 6 1,446 2,120 1,446 BOCKONC $
80,754 $95,567
Appendage / Sgft UTILITY FINISHED / 171
Appendage / Sgft OPEN PORCH FINISHED / 47
Appendage / Sgft GARAGE FINISHED / 456
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/pls/web/re_web.seminole_county_title?parcel=0720315050D00023... 1/31 /2006
V
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Gland Inswing Unit Inal
WOOD-EDGE STEEL DOORS
APPROVED ARRMSElaw.
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Unita of other sties are covered by th1,-
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exceed 3'0• r 61,,.
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Hurricane protective system (shutters) is REQUIRED.
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MIMMUM ASSEMBLY DETAIL:
Compliance requires that minimurn assemby de!eils have bee,: followed - see bUin-WL MAODm-nz andIUAD-WL•M 01111.
MMMUM IN97AUATION DETAN_
Compliance "Ulres Ihat IltinIMUM installation 48WIS hrme beer, followod - See MID-WWAA0001-32.
APPROVED DOOR STYUS: -
114 QLASS:
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Glazed Inswing Unit COP t 774 ill-QZ
WaQD.EDC E ST'EE: DOORSAPPROVEDDOORSWLEs: —
314 GLASS:
r— FULL GLASS: —
CERTIFIED IUF REPORTS;
L 213.189: •7, e, 9
Certifying Enpineef 3Rw Llcenw Aumger Berry p. POrb ty. PE, / 16253.
Unit Teclod in ACcordanca will, 14iarnl-Dale BCCf) PA202
Do°' tutneLs conSWWod from 20-pOpe n.017' lAidt sled sl6ns. Bulb stiles c0nst uCltd from wood. TOD end rails eonstfuetel of D.lki2" ate11. 80ttorn end rags constructed of 0.032" steel. Ir ler or
bs(l li slab inter wMD dgld Dolywelb" f0om pore. Slab glazed with insul pd plans mounted in a fldidplasticIiDfifesurraugd.
Hama eoestng*d of wn" wd I an 1XIWcd ilwnblum trwgShold.
PRODUCT COMPl1AKE LABELING-
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NAME To efe
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T E C H N I C A L
To: Lowe's Associate
From: Technical Service
Subject: Product Submittal Guide
A D V I S O R Y
Date: March 25, 2004
In the event retail customers are required to provide documentation of design pressure
DP) or impact ratings in accordance with state or local building codes, the following is to
be supplied for the typical product approval submittal:
1. A copy of the appropriate Florida Statewide Product Approval
2. A copy of the Intertek Quality Assurance Certificate
3. A copy of the appropriate Validation Matrix (circle or highlight the specific COP)
4. A copy of the appropriate Intertek listing (COP)
5. A copy of the appropriate Minimum Installation Detail (MTD)
For additional information, please contact Masonite Technical Services.
Masonite Technical Services Contacts:
Kenneth R. Imhoff Steve Schreiber
0: 615.441.4255 0: 615.441.4258
F: 615.446.7229 F: 615.441,4277
C: 813.335.4171 E: sschreiber@masonite.com
E: kimhoff@masonite.com
Thank you for your continued support.
Masonite Exterior Door Products • One Premdor Drive • Dickson, Tennessee 37055
ArTek. Barrington. Belleville, Castlegate, Celco. Colorado, Decor, DurFab. Entergy, Evergreen, Johnsnn. Mnnterrey.
Uakcraft. PiemVU. Rochntan Universal, Royal !Mahogany Products. Span -Rite. Sprci3lty1k43ylitc. Stcelwood
mmmmmmkUnit
SINGLE DOOR WITH 2 SI DELITES
UNIT a'a" UNIT
15/11i 17-1/r
MAXIMUM
ON CENTER TYR
Minimum Fasicncr Count
6 per vertical framing member
11 per horizontal framing member
Hinge and Wits plates require two
2-1)2" long screws per lastion.
Width of door unit plus 1/2"
Height of door unit plus 1/4"
H—w 70 00 RWm Cwtlaob rdONM7 • rd026447e; 03=1447C wb COPIled
v rdr a
vltlm Nmh
MWTA-001.02, = 004; MM1 t 004: r02644C-01, 04 owma
aY twMnaAmkoDrn)nGrwS wWannud ) ,
I c Latching
Hardware: Compliance
requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS
COVERED BY COP DOCUMENT 02491, 0269 , 32441, 3249, 3264• or 3269 Compliance
requires that 8" GRADE 1 (ANSVBHMA Al56.16) surface bogs be installed on latch side of active door panel — (1) at top and (
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 f8 and #10 wood screws or 3116" Tapcons. Threshold fasteners analyzed for this unit include f8 and 10
wood screws. 3/16" Tapcons, or Liquid Nails guilders Choice 490 (or equal structural adhesive). 2.
The wood screw single shear design values come from Table 11.3A of ANSVAF & PA NOS for southern pine lumber with a side member thickness of 1-
114" and achievement of minimum embedment. The 311V Tapcon single shear design values come from the ITW and ELCO Dade Country approvals
respectively, each with minimum 1-1/4' embedment. 3.
Wood bucks by others, must be anchored properly to transfer loads to the structure. 0
MMuh
10, 2001 a
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APPROVALPRODUCTductTypeDetal0
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Overview
r 'Ir
Product Search
i 'ir I
Organization Product View
MSi ir
Search Applrcabon Attachments
w3!:r,,yP..LiA 6Ci
User: Public User - Not Associated with Organization -
Need Help ?
Application #: FL 18
Date Submitted: 08/04/2003
Product Manufacturer: Masonite International
Address/Phone/email: One North Dale Mabry
Suite 950
Tampa, FL 33609
Technical Representative: Steve Schreiber
Technical Representative Address/Phone/email: I Premdor Drive
Dickson, TN 37055
615)441-4258
sschreiber@masonite.com
Category: Exterior Doors
Subcategory: Swinging
Evaluation Method: Certification Mark or Listing
Referenced Standards from the Florida Building Code: Section Standard Year
TA S201 1994
TA S202 1994
TA S203 1994
Certification Agency: Intertek Testing Services -
ETL/Warnock Hersey
Quality Assurance Entity:
Validation Entity:
Date Validated: 08/11/2003
Authorized Signature: Steve Schreiber
sschi-eiber@musonite.com
Performance level of the product and conditions or
limitations of use: None Known
r
http://www.floridabuilding.org/pr/pr_deti.asp?IP'F=18&fm=ROSrch 3/29/2004
Evaluation/Test Reports Uploaded:
Installation Documents Uploaded:
Product Approval Method:
Application Status:
Page:
Go I
Method I Option A
Approved
Page I I I
App/SeqAood-Edge Steel Door Units
Product Model # or Name Model Description
T-8 I I I
Next
3
Copyright and Disclaimer.; 02000 The State of Florida. All rights reserved.
a
hnp://www.floridabuilding.org/pr/pr_detl.asp?1PT=18&fm=ROSrch 3/29/2004
i
r r r
Overview Product Search
t,
Pioduct Type Detail
Organization,
r
Product ,
r
View ,
User: Public User - Not Associated with Organization -
Need Help ?
Application #: FL20
Date Submitted: 08/04/2003
Product Manufacturer: Masonite International
Address/Phone/email: One North Dale Mabry
Suite 950
Tampa, FL 33609
Technical Representative: Steve Schreiber
Technical Representative Address/Phone/email: I Premdor Drive
Dickson, TN 37055
615)441-4258
sschreiber@masonite.com
Category: Exterior Doors
Subcategory: Swinging
Evaluation Method: Certification Mark or Listing
Referenced Standards from the Florida Building Code: Section Standard Year
ASTM E 1886 1997
fA S202 1994
ASTM E 1996 2002
Certification Agency: Intertek Testing Services -
ETL/Warnock Hersey
Quality Assurance Entity:
Validation Entity:
Date Validated: 08/08/2003
Authorized Signature: Steve Schreiber
sschreiber@masonite.com
Performance level of the product and conditions or
limitations of use: None Known
hnp://www.floridabuilding.org/pr/pr—dell.asp?IPT=20&fm=ROSrch 3/29/2004
Evaluation/Test Reports Uploaded:
Installation Documents Uploaded:
Product Approval Method:
Application Status:
Page:
FGo]
Method I Option A
Approved
Page I / I
pp/Seq
N Product Model # or Name Model Description
0.1 liberglass Door Units I I
Next
Copyright and Disclaimer.; 02000 The State of Florida. All rights reserved. v2
VITT",
http://www.floridabuilding.org/pr/pr_deti.asp?IPT=20&fm=ROSrch 3/29/2004
ETL SEMKO
Certificate
of
Quality Assurance
This certifies that
Masonite International
1955 Powis Road
West Chicago, IL 60185
Is under a Third -Party Quality Assurance Audit Program conducted by
Intertek-ETL Semko
8431 Murphy Drive, Middleton, WI 53562
Effective Dates: Signed:
O1101104-12131104 Title: Progr m Ma ager - AccessAbility
Intertek is an approved Aird--Parry QualttyAtnaww Endty by the .%ate of Rorida (AQUA 1673)
COP/
WL-)
ConOg. Swing
YO)
Will. Overall
Stre (Ins.)
lost) Nominal Mu.
Loaf Size (lu.)
Glazing
lypa,
aOP
pel)
OP
Joel)
Impact
AWd
Rol. Tog Noperts' An'I Ostell
IIAO•WL•NA)
Intall Oalall
M10•WL•MIA)
MA0141-02
MA0142-02
MA0143-02
X
XX
XO/0X
1
1
1
36 x 60
72 x 80
72 x 80
1
1,2
1
36 -x-80
36 x 80
36 x 80
G
G
G
32.0
52.0
52.0
52.0
no
52.0
N
N
N
CTLA g05W-2
CTLA•805W-2
CTLA-SOW-2
0001/0041-02
000V0041.02
0003A1006/0041.02
0001-02
0002-02
0003-02
SL 36 x 80 G 52.0 52.0 N
MA0144-02 OXO 1 108 x 60 1 36 x 80 G 52.0 52.0 N CTLA-805W-2 0001/0007100/1-02 0004-02
SL 36 x 80 G 52.0 52.0 N
MA0145-02 OXXO I 144-x 80 1.2 36 x 80 G 52.0 52.0 N CTLA-805W-2 0005/000g OINII-02 0005-02
SL 36 x 50 G 52.0 52.0 N
MA0146-02
MA0147-02
MA0148.02
X
XX
XO/OX
1
1
I
36 x 96
72 x 96
72 x 96
1
1.2
1
36 x 96
36 x 96
36 x 96
G
G
G
40.0
40.0
40.0
40.0
40.0
40.0
N
N
N
CTLA-805W CTLA-
SOW CTLA-
005W 0001/
0011-02 0002MO41-
02 0003100p6/
0041-02 0001-
02 0002-
02 0003-
02 SL
36 x 96 G 40.0 40.0 N MA014M
OXO 0 108 x 96 1 36 x 96 G 40.0 40.0 N 1CTLA-805W 0004A7007A1011 02 0004 02 SL
36 x 96 G 40.0 40.0 N MA0150-
02 OXXO 1 144 x 96 1.2 36 x 96 G 40.0 40.0 N , CTLA-805W 0005I0007I0041-02 0005-02 SL
36 x 96 G 40.0 40.0 N MA0161-
02 MA0162-
02 MAD163-
02 X
XX
XO/
OX 0
0
0
36
x 80 72
x 60 72
x 80 1
1,
2 1
36
x 80 36
x 80 36
x 80 G
G
G
55.
0 55.
0 55.
0 55.
0 55.
0 55.
0' N
N
N
CTLA-
805W-2 CTLA-
SOW-2 CTLA-
f105W2 0011/
0041.02 0012/
0011.02 0013/
0016MI-02 0001-
02 0002-
02 0003-
02 SL
36 x 60 G 55.0 55.0 N MA0154-
02 OXO 0 108 x 00 1 36 x 80 G 55.0 55.0 N CTLA-805W2 0014100171OMI-02 0004-02 SL
36 x 80 G 55.0 55.0 N MA0165-
02 OXXO 0 144 x 80 1.2 35 x 60 G 55.0 55.0 N CTLA•805W2 OOISMOl Ml-02 0005-02 SL
36 x 80 G 55.0 55.0 N MA0166-
02 MA0167-
02 MA0166-
02 X
XX
X0/
OX 0
0
0
36
x 96 72
x 96 72
x 96 1
1,
2 1
36
x 96 36
x 96 36
x 96 G
G
G
47.
0 47.
0 47.
0 47.
0 47.
0 47.
0 N
N
N
CTLA-
WW CTLA-
805W CTIA-
SOSW 0012/
0041-02 0012/
0011-02 0013I0016=
1.02 0002.
02 0003-
02 0003.
02 SL
36 x 96 G 47.0 47.0 N MA0169.
02 OX0 0 108 x 96 1 36 x 96 G 47.0 47.0 N CTLA-805W 0014/0017/0041.02 0004.02 SL
36 x 96 G 47.0' 47.0 N MA0170-
02 OXXO 1 0 144 x 96 1,2 36 x 96 G 47.0 47.0 N CTLA-805W 0015/001 SM041-02 0005.02 0-
opaque; G•glazed lesled
in accordance with Metro -Dade Protocol PA202, ASTM E1886 or ASTM E19% 04
emnm
jq
X
0
r
aAA
VJ
V:
0
0
0
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NI
N
A
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On
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COPI IWL•)
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IN)
Max. Overall
Sin (W.)
LOW Nelnlaal Max.
Leal Size (Im.)
Gtaziag
Type,
DP
pall
OF
pa!)
Impact
Apped
Net. TM NepeAa' An'y Detall
IMAO-WL-MA)
h1U11 Oelell
MID-WL-MA)
MAOIOI-021
MA0102.02
MA0103.02
X
XX
XO/OX
1
I
I
36 x 60
72 x 80
sax 80
36 x 80
36 x 80
36 x 80
0
0
0
76.0
55.0
55.0
76.0
55.0
55.0
Y
Y
Y
NCTL 210-19731.3; CTLA-1051W
CTLA•772W-2; CTUM1051W
CTLA-772W-2; CTLA-1051W
0001-02
0002-02
0003MOO610041-02
0001-02
0002-M
0003-020'2
14 x 80 G 55.0 55.0 NMA0104-02 OXO 1 64 x 80 35 x 80 0 55.0 55.0 Y CTLA•772W2; CTLA-1051 W 0004MO07/0041.02 0004-02
14 x 60 G 55.0 55.0 N
MA010542 OXXO 1 100 x 80 36 x 80 0 55.0 55.0 Y CTLA-772W-2; CTLA-1051W 0005100OWN1.02 0005.02
SL 14 x e0 G 55.0 55.0 N
MA0106-02
MA0107-02
MA0IOM
X
XX
XO/OX
1
1
1
36 x 95
72 x 96
50 x 96
1
1,2
1
36 x 96
36 x 96
36 x 96
0
0
0
70.0
55.0
55.0
70.0
55.0
55.0
Y
Y
Y
CTU-772W; CTLA-1051W
CTLA-772W1; CTU-1051W
CTLA-772W1; CTLA-1051W
0001-02
0002-02
0003/0006=41.02
0001-02
0002-02
0003.02
SL 14 X 96 G 55.0 55.0 N
MA010942 OXO 1 64 x 96 1 36 x 96 0 55.0 55.0 Y CTLA•772W-1; CTLA-1051W 0004/000710041-02 0004-02
SL 14 x 96 G 55.0 55.0 N
MAOIIO-021 OXXO 1 100 x 96 1.2 36 x 96 0 55.0 55.0 Y CTLA-772W-1; CTLA-1051W 0005=14-02 0005-02
SL 14 x 60 G 55.0 55.0 N
MA0121.02
MA0122.02
W123-02
x
XX
XO/OX
0
0
0
36 x 80
1 72 x 80
1 50 x 80
1
1,7
1
36 x 80
36 x 80
36 x 80
0
0
01
76.0
55.0
55.0
76.0
55.0
55.0
Y
Y
Y
NCTL 21019731-3: CTLA 1051W
CTLA-772W-2; CTLA-1051 W
CIU-772W2; CTLA-1051 W
0011-02
0012-02
0013/0016MI4-02
0001-02
0002-02
0003 2
SL 14 x 80 G 55.0 55.0 N
IM 124-021 OXO 0 1 64 x 60 1 36 x 80 0 55.0 55.0 Y CTU-772W-2: CTLA-1051 W 0014A1017/0041-01 0004-02
SL 14 x Be G 55.0 55.0 N
MA0125421 OXXO 0 100 x 80 1. 2 36 x 80 0 55.0 55.0 Y CTU-772W-2; CTLA-1051 W 0015AX118/0041-02 0005.02
SL 14 x 80 G 55.0 55.0 . N
MA0126-02
MA0127-02
MA0128.02
x
XX
XO/OX
0
0
0
36 x 96
72 x 96
50.96
1
1. 2
1
36 x 96
36 x 96
36 x 96
0
0
0
70.0
55.0
55.0
70.0
55.0
55.0
Y
Y
Y
CTU-772W, CTU-1051W
CTLA-772W1; CTLA-1051W
CTLA•772W-1; CTU-1051W
0011-02
0012.02
0013A1016AXN1-02
0001.02
0002.02
0003.02
L 14 x 96 G 55.0 55.0 N
MA0129.02 OXO 0 64 x 96 1 36 x 96 0 55.0 55.0 Y CTU-772W-1; CTLA-1051 W 001410017/MI-02 0004-M SL 14 x 96
G 55.0 55.0 N MA0130-02 OXXO 0
100 x 95 1, 2 36 x 96 0 55.0 55.0 Y CTU-772W-1; CTU-1051W 0015/001MI-02 0005.02 SL 14 x 96
G 55.0 55.0 N O.opapue: G.glazed
lesled in accordance vdth
Woo-Oade Protocol PA202. ASTM E1686 or ASTM E19% 71 am Y• r
r
YI
N
O
0
0
VJ
7
N_
A
3
N_
no
COP# . -
WL-)
Fame
Type
Coallp. Swing
uol
Max. Overall
Sit6 (ins.)
Leal# - Nominal Max.
Leal Size (ins.)
Glazing
Type'
OP
P+t)
OP
Poll
Impact
APPr#
Rot. Test Rspe w Rol. Eval. Raped Au'y Oelall
MAO-WI.-MA) -
1 ISH Detail
M10-WL-1111A)-
MA4126.03
MA4127-03
MA4128.03
wood
wood
wood
X
xx
id --
0
0
0
36 x 96
72 x 96
72 x 96
1
1,2
1
36 x 96
36 x 96
36 x 96
0 170.0
0
0
49.7
49.7
70.0
49.7
49.7
Y
Y
Y
CTLA-919W
CTLA-919W
CTLA-919W
003.005-0002
003.005-M
003-005.0002
0011.M
0012-02
001fr00113-02-
2
0001-02
0002-02
0003-02
SL 36 z 96 G 49.7 49.7 N
MA4129-03 wood OXO 0 108 x 96 1 36 x 96 0 49.7 49.7 Y CTLA-91 OW 003.005-M
001
0014-
0;
0004-02
SL 36 x 96 G 49.7 49.7 N
MA4130-03 woad OXXO 0 144 x 96 1.2 36 x 96 0 49.7 49.7 Y CTLA-919W 003.005.0002
001
01
0 - ; 02
02
SL 36 x 96 G 49.7 49.7 N
MA4131-02 HM x 0 36 x 80 1 36 X 80 0 66.0 66.0 Y NCTL-2100--2929.1
819' 10. It, 12 0020-02 0001_ 2
MA4136-02 2-PC x 0 36 X 80 1 36 X SO 0 66.0 66.0 Y NCTL-210-1916-7, 8.9,10,11,12
NCTL 210-2929-1
0019-02 0006-02
MA4141.02 wood X 1 36 x 80 1 36 x 80 G 160.5 50.5 N NCTL-210-2930.7 00011MI-02 0001-02
MA4142.02 wood XX 1 72 x 80 1.2 36 x 80 G 50.5 50.5 N NCTL-210-2930.7 000V0041-02 0002.02
MA4143-02 wood XaOX 1 72 x 80 1 36 x 80 G 50.5 50.5 N NCTL-210-MO-7
0008 0OZ 0003-02
SL 36 x 60 G 50.5 50.5 N
MA4144-02 wood OXO 1 106 x 60 1 36 x 80 G 50.5 50.5 N NCTL-210-2930.7 0004.02;
OpOIMI-02
000/•02
SL 36 x 80 G 50.5 50.5 N
MA4145-02 wood OXXO 1 144 x 60 1,2 36 x 80 G 50.5 50.5 N NCTL-210-MO-7 0005-02;
OOOSN041-02
0005-02
SL 36 x 80 G 50.5 50.5 N
MA4161-02 wood x 0 36 x 80 1 36 x 80 G 50.5 50.5 N NCTL-210-2930.7 O011A1011-02 0002MA4162-02 wood XX 0 72 x SO 1,2 36 x 80 G 50.5 50.5 N NCTL-210.2930-7 001210011-02 021X10202
MM163 02 woad xaox 0 72 x 80 1 36 x 80 G 50.5 50.5 N NCTL-210-MO-7 0013-02;
0016MO41-02
0003-02
SL 36 x 00 G 50.5 50.5 N
MA4164-02 wood OXO 0 108 x 80 1 36 x 80 G 50.5 50.5 N NCTL•210-2930.7 0014-02-
0017AxM1-02
11001-02
SL 36 z 80 G 50.5 50.5 N
MA4165-02 wood OXXO 0 144 x 80 1,2 36 x 80 G 50.5 50.5 N NCTL-210-2930.7 00251MI-02 0005-02
SL 36 x 80 G 50.5 50.5 N
O.opadue; G•glazed
tested in accordance with Metro -Dade Protocols PA201, PA202 and PA203
o11V
0
0
1
M
0
GI
M
0
Pool
in
r
a
0
0
N
rn
N_
A
N
a
5
COPI
WL-)
From
Typo
wood
wood
wood
Conlig.
X
XX
XO/OX
Swing
DO)
1
1
1
Ma. overall
Sla (Im.)
36 x 80
72 x 80
50 x 80
Loo11
1
1.2
1
Nominal Mal.
Loal Slse (1nS.)
36 x 80
36 x 80
36 x 80
closing
Type'
0
0
0
OP
lP4Q
76.0
55.0
55.0
OF
b,q
76.01
55.0
55.0
Impact
Appr'd
Y
Y
Y
Net. Tut Reports'
NCTL-210-29I9.1
NCTL-210.2930.1
NCTL-21a293a
Rol. Eval. Report MAss' Detail
0901-02
OM-02
00O6I0011-01zSOMI-
i
stall Udall
0001-02
0002-02
0003 02
MM101.02
4102.02
MM103-02
SL 36180 G 55.0 55.0 N
MM104-02 woad OXO 1 108 x BO 1 36 x 80 0 55.0 55.0 Y NC7L-210-2930-1 0004-02;
0007111041-02
0004.OZ
SL 36 x 80 G 55-0155-01 N
wood OXXO 1 144 x 80 1,2 36 x 80 0 55.0 55.0 Y NCTL-2ta2930-1 OOOS10011 02 0005-02
SL 36 x 80 G 5.0 55.0 NrMA41707-03
Wood
wood
wood
x
xx
XO/OX
1
1
1
36 x 96
72 x 96
72 x 96
1
1, z
1
36 x 96
36 x 96
38 x 98
0
0
0
70.0
49.7
19.7
70.0
49.7
19.7
Y
Y
Y
CTIA 919W
CTLA-919W
CTtA 919W
003-005 0002
003405-M
003-0OS-0002
0001 02
0002-02
0003-0T:
0006-02; 0041-02
0001 02
0002-02
0003 02
SL 36 x 96 G 49.7 49.7 N
MA4109-03 wood OXO 1 108 x 96 1 36 x 96 0 49.7 19.7 Y CTLA•919W 003 005-0002
0007-02; 0041-02
OOOI 02
SL 36 x 96 G 49.7 49.7 N
MA4110-03 wood OXXO 1 144 x 96 1.2 35 x 96 0 49.7 49.7 Y CTLA-919W 3 T
0008-0;00004;1-02
0005-02
SL 36 x 96 G 49.7 49.7 N
MA4111-02 14M X 1 36 x 00 1 36 x 80 0 66.0 68.0 Y NCTL-210.1915-7, 8, 9.10,11, 12
NCTL 210-2929.1
0010-M 0007-02
MM116 02 2-PC X 1 36 X 80 1 36 x go 0 66.0 66.0 Y
NCTL 21a19929.1.
8, 9, 10,11, 12 0009-0T 0006-02
MA4121-02
MA4122-02
I M 123-02
wood
wood
woad
x
xx
XOIOx
0
0
0
36 x 80
72 x 80
50 x 80
1
1.2
1
36 x 80
36 x 80
36 x 80
0
0
0
76.0
55.o
55.0
76.0
SSA
55.0
Y
Y
Y
NCTL-21a2929.1
NCTL-210-2930-1
NCTL-210.2930-1
0011-02
0012-02
0013.02
0016MO41-02
0001-02
0002-U
0003-02
SL 36 x 80 G 55.0 55.0 N
MA4124-02 woad OxO 0 108 x 00 1 36 x 60 0 55.0 55.0 Y NCTI 21a2930 1
0017JO041.02
0001 2
SL 36 x 80 G 55.0 55.0 N
MA4125-02 wood OXXO 0 144 x 60 1. 2 36 x 80 0 55.0 55.0 Y NCTL-21a293a1 pp0001 -02;
0T
SL 36 x 80 G 55.0 55.0 N
0.0pa0ue; G=glued
jested in accordance with Metro -Dade Protocols PA201, PA202 and PA203
ar_
0
0
Y
M
0
fil
N
r
a
0
0
N
5
CD
N
7C'
co
N
QQ
W
co
co
N1
COPI
MIL•)
MM126-03
Fvama
Type
wood
Conllp.
X
BMIap
1A)
0
0
0
Mu. Overall
Slte (Ioe.)
36 x 96
72 x 96
72 x 95
Ual/
1
1.2
1
Nominal Mu.
Leal li1Ze (Inv.)
36 x 96
36 x 96
36 x 96
Glulop
Type'
0
0
0
OP
PSI)
70.0
49.7
19.7
OP
PI)
70.0
49.7
19.7
Impael
APPfO
Y
Y
Y
Rd Tul Reports, _ _
CTU-919W
CTU-919W
CTU 919W
Rd. Eval. Reperl
003.005 0002
003-005-0002
003-005.0001
MAD--1N411Uq
001
0012.
02 -
02
0016-02; 0041-02
IMIO1-WL-MA)
000 1-02
020002-M
0003-02MM127-03 wood XX
MM128-03 wood XO/OX
SL 36 x 96 G 49.7 49.71 N
MM12M wood OXO 0 1o8 x 96 1 36 x 96 0 49.7 49.7 Y CTU-919W D03.005-0002 00170001; - 0; 02
0004 02
SL 36 x 96 G 49.7 49.7 N
OXXO 0 144 x 96 1, 2 36 x 96 0 49.1 19.7 Y CTU 919W 003-005-0002
0010-02:: 0011-02MM130-03 wood
SL 36 x 96 G 49.7 49.7 N
MM131-02 FIM X 0 36 X 80 1 36 X 80 0 66.0 66.0 Y
NCTI 210-Y929.1 ,
8, 9, 10,11,12 0020-02 0007-02
0 36 X 60 1 36 X 80 0 66.0 66.0 Y
NCTL 210.2929.1.
8. 9,10,11,12 0019-02 0006-02
MM136 02 2-PC X
MA4141-02 wood X
XX
XO/OX
I
1
1
36 x 80
72 x 80
72 x 60
1
1, 2
1
36 x 60
36 x 80
36 x 80
G
G
G
50.5
50.5
50.5
50.5
50.5
50.5
N
N
N
NCTL-210-2930.7
NCTL-210-MO-7
NCTI 210 2930 7
OOOtA1011-02
Op01/pp11 02
061MI- p0p610011-02
0001 02
0002-02
0003-02MM142-02
MA4143-02
wood
wood
SL 36 x 60 G 50.5 50.5 N
MM144-02 wood OXO I 105 x 60 1 36 x 80 G 50.5 50.5 N NCTL-210-MO-7 0004.02;
0007JMI-02
0004.02
SL 36 x 60 G 50.5 50.5 N
MM115-02 wood OXXO 1 144 x 80 1, 2 36 x 80 G 50.5 50.5 N NCTL-210 2930 7 0005-02:
0008A7011-02
0005 02
SL 36 x 80 G 50.5 50.5 N
MA4161-02
MM162-02
MA4163-02
wood
wood
wood
X
XX
XO/OX
0
0
0
36 x 00
72 x 80
72 x BO
1
1. 2
1
36 x 60
36 x 00
36 x 60
G
G
G
SO.5
50.5
50.5
50.5
50.5
50.5
N
N
N
NCTL-210-2930-7
NCTL-210.2930-7
NCTL-210-MO-7
001110041-02
0012AXMi-02
0013.02;
0016MO41-02
ODOI.02
0001-02
0003-02
St. 36 x 80 G 50.5 50.5 N
MA 164-02 wood OXO 0 106 x 80 1 36 x 80 G 50.5 50.5 N NCTL-210-MO-7
17AIG41- 0p17AXM1-02
0001-02
SL 36 x 80 G 50.5 50.5 N
MA4165.02 wood OXXO 0 144 x 80 1.2 36 x 80 G 50.5 50,5 N NCTL•210-2930-7 0025/0041.02 0005-02
SL 36160 G 50.5 50.5 1 N
O.opa4ue: G.plued
listed In accordance with Metro-Oade Protocols PA201, PA202 and PA203
0
0
1
M
0
GI
M
N
r
0
0
0
e
xx 1 till 1
Unit
DOV BLE DOOR
Th.
10-1
6 per vertical taming member for
TO" heights and smaller
8 per vertical taming member for
heights greater than TO"
8 per horizontal framing member
Hinge sad alrtte plates require two
2-112" long crews per location.
Rough 1pR Width
of door unit plus 1/2" Height
of door unit plus 1/4" r-
To 00 W &W Cava* #30"7 •0302SU ed #302807C and COPIW V W WM Mif* 7n-
0o7 f+ .
aa:
riozew7coot. 00o as wolves ww
naanler am) tr b Mlsaid armor twww elhaNa
eom1. tla wk lY Latching Hardware:
Compliance requires
that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED
BY COP DOCUMENT 0247. OM , 32420, 3247, 3262• or 3267 Compliance requires
that 8" GRADE 1 (ANSVBHMA At 56.16) surface bolts be installed on latch side of active door panel - (1) at top and (1)
at bottom. Based on
required Design Pressure - see COP sheet for details. Notes: 1.
Anchor
calculations have been carried out with the fastener rating from the different fasteners being considered for use. Jamb and head fasteners analyzed
for this unit include #8 wood screws and 10d common nails. Threshold fasteners analyzed for this unit include Uquld Nails Builders Choice
490 (or equal structural adhesive). 2. The
wood screw and common nal single shear design values come from ANSVAF & PA NDS for southern pine lumber with a side member thickness of 1-
114" and achievement of minimum embedment of 1-1/4". 3. Wood
bucks by others, must be anchored property to transfer loads to the structure. Ma h10.
2W3 w mrw
porw el ~ IMr,•,.i.. arc AaMosM, rIM /O11a*
Mr now a aMP ~ MWM 1
I
X 1 illl
Unit
SINGLE DOOR
TYP. "
6 per vertical f aming member for
7'0" height and smaller
8 per vertical framing member for
heights greater than 7'0"
4 per horizontal framing member
Hinge and strike plain ngo4e tare
2-1/2" bag aenrs per baton.
Width of door unit plus 112"
Height of door unit plus 114"
latching Hardware:
Compliance requires that GRADE 3 or better (ANSVBHMA A1562) cylindrical and deadlock hardware be installed.
UNITS COVERED BY COP DOCUMENT 02460. 02069, 7241•, 3245, 8261• or 3266
Compliance requires that 6" GRADE 1 (ANSVBHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top
i and (1) at bottom.
Based on required Design Pressure — see COP sheet for details.
Notes:
1. Anchor calculations have been carried out with the fastener rating from Me different fasteners being considered for use. Jamb and head fasteners
analyzed for this unit Include 10d common nails. Threshold fasteners analyzed for this unit Include Uquid Nails Builders Choice 490 (or equal
structural adhesive).
2. The common nail single shear design values come from ANSVAF & PA NDS for southern pine lumber with aside member thickness of 1.1/4" and
achievement of minimum embedment of 1-1/4".
3. Wood bucks by others, must be anchored properly to transfer loads to the structure.
wen io. ekxi
evPR+•MP
drodF.NO YIM rrFd•dw. ndlR.
oxxo
Unit
MID-WL-MA0005-02 I
DOUBLE DOOR WITH 2 SIDELITES
r r ,rTYP. TYP. TYP
44 1/ / / t 1 1 1 1 1 / 1 1
SEE NOTE fl
t t t t t t t t t t t I t t t t
TYR
r r UNIT re• uNR
13-11nir 17-Iff
MAXIMUM
ON CENTER TYP.
iMinimum Fastener Count Rough Opening (RO) 1B
N:-A11.W Ted Do PA*w Ceffifto #=61NA. /3=07e: 6 per vertical framing member Width of door unit plus 1/2"
V fxrm n r0 WRO velMm Md* 16 r horizontal framing member Height of door unit plus 1/4" I001RA01.p, eoa O °"i 7e out, saeaMO" 0
7v
e°medfsor°01,i Wj3) ; ftmow "loge and strike plates require two
e ,N Mao YYehlaleefc 2-1/V long screws per location.
Latching Hardware:
Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed.
UNITS COVERED BY COP DOCUMENT 02501, 0270•, 3245•, 0250, 3265• or 3270
Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top
and (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 luteners analyzed for this unit include f8 and f10 wood screws or 3/16" Tapcons. Threshold fasteners anaryrzaf for this unit include f8 and
10 wood screws, 3/16" Tapcons, or Uquid Nails Builders Choice 490 (or equal structural adhesive).
2. The wood screw single shear design values come from Table 113A of ANSI/AF 6 PA NDS for southern pine lumber with a side member thickness of
1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country
approvals respectively, each with minimum 1-1/4' embedment.
3.i Wood bucks by others, must be anchored party to transfer loads to the structure.
0
V'" It xaw
W /eeree PW=a eww l eredeora..
4" od vow err edlea n dw oe ~OWL
t