HomeMy WebLinkAbout2401 Stevens AveCITY OF SANFORD PERMIT APPLICATION
0 ") I9 z 6 —a!57Permit # : Date:
Job Address: Sad
Description of Work: & ri Cl P00
Historic District: Zoning: Value of Work: S
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 Calc. 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 #: Proof of Ownership & Legal Description)
Owners Name & Address: W4` 115111- 7
Attach
P/fS' 7 9e's:,c;— Z—egg faaad
t - O h in ye/0s3 1
I
Phone: yy0 — oC Bacd —0 A7
Contractor Name & Address:
State License Number:
Phone & Fax: %n t n: Phone:
Bonding Company:
Address:
VF
Mortgage Lender:
Address: FER 2
Architect/Engineer:
l
Phone:
Address. " ' Fax:
Application is hereby made to obtain a t t w JkVtUtions as indicated. I certify that no work or installation has commenced prior tolhe
issuance of a permit and that all work wil b o meet standards of all laws' i egulating construction in this jurisdiction. 1 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.
XSignature of er/Agent Date Signature of Contractor/Agent On
Pri O er/Agent's Na =
M1.
1-i'malinunjimils
Print Contractor/Agent's Name
CERIAN
Sign re ofNo -State of a fate of Florida Date
MY Of EXPIRES 11- 2-08
Owner/AgentPoduced is P own ' Me r
Produced II Sp LXI 'S
p
APPLICATION APPROVED BY: Bldg 105 Zoning:
Initial & Date) (Initial & Date)
Special Conditions:
Contractor/Agent is _ Personally Known to Me or
Produced ID
Utilities: FD:
Initial & Date) (Initial & Date)
I $ 00
r
CITY OF•SANFORD 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 anyperson
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.
I, , do hereby state that I am qualified and capable of performing the
requested construction 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.
2_d"
Owner/Builder Signature Date
Print Owner/Builder Name
Sigfiature of Wary —State of-Flerida Date
O HIO
pRY. P
KELLY CERLA
NOTARY PUBLIC, STATE OF OHIOMYCOMMISSIONEXPIRES11-12-08
Owner is Perpnahy own to Me or s "
ProducedJr 55 (9-Gf Qt 7 iPiyS
Block 12, WYNNENOW
A
Plat Book 4, Pages 92-94,
Seminole County. Florida
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Set 4'x4' Concrete Monument eLB6300 This Survey Certified To:
k
e - Recovered I/2' Iron Rod L84897
te Abstracters' Title CompanyXtIncrodO - RReecovered 3/0ed1IronneeTicorTitleInsurancefloridaN
Set I/2' Iron Rod oLD6300 Lehman Brothers Bank, FSB 4 =
Light Pole as shown William A. Vicens 6'
Wood Fence mac—-4'Chain link fence Fence
as shown A -
Central Angle L-Arc R-Radlus R/N-Rlght of May ConcreteSlabA/C-Alr Conditioner In Radial (l0l)-Non-Radial Bears s are based on the P)-Plat M)-Measured [C)-Calculated (D)-Oeed Worth line of Lot I SCALE:
V - 30' POe-Point of Beginning POC-Point of Comilceeent as being NBg'Sa'i2'N, assumed POL-Point On Line at
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MMS This surve Is certified to and prepared for the Legal Description furnished b y vpgysole andexclusivebenefitoftheentitiesand/ client (unless otherwise noted) or IndividualsIIstedcasmtd.iMi "e dr DRAWN BY:
SAN and shal I not be rel led on he sae
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State; FL County: Seminole
Order #: 04-1"94
Plant #: Commitment #: Effective Data 8 Time: Reinsurance # Agent #:
6055'04-14494 CM-14214- Gt J Z, November 09, 200415:00
NowlandMcens
P.M.
Schedule A
1. Policy or Policies to be issued:
ALTA LOAN (10-17-92)
Proposed Insured Loan: Amount
LEHMAN BROTHERS BANK, FSB ITS SUCCESSORS $97,600.00
AND/OR ASSISGNS AS THEIR INTEREST MAY APPEAR
2nd Proposed Insured Loan: Amount
LEHMAN BROTHERS BANK, FSB ITS SUCCESSORS $24,400.00
AND/OR ASSISGNS AS THEIR INTEREST MAY APPEAR
ALTA OWNER'S (10-17-92)
Proposed Insured Owners: Amount
WILLIAM VICENS $122,900.00
2. The estate or interest in the land described or referred to in the Commitment and covered herein is:
FEE SIMPLE
and is at the effective date hereof vested in:
CHRISTOPHER J. NOWLAND and DAWN M. SWAILES
3. The land is described as follows:
Lot(s)1, Block 12, WYNNEWOOD, according to the plat thereof, recorded in Plat Book 4, Page(s) 92-
94, of the Public Records of Seminole County, Florida.
j: Issued By: 1214*NowlandMcens
ABSTRACTER'S TITLE CO. OF CENTRAL FLA., INC.
2266 LEE ROAD SUITE # 125
WINTER PARK, FL 32789
Countersigned Authorized Signatory
NOTE: This Commitment consists of insert pages labeled in Schedule A, Schedule &Section 1, a4 Schedule B-Section 2. This commitment is
of no force and effect unless all schedules are included, along with any Rider pages incorporated by reference in the insert pages.
Underwriter. American Pioneer Title Insurance Company
WARRANTY DEED
This WARRANTY DEED made this loth day of December, 2004, by Christopher J. Nowland and Candice
M. Fleming, husband and wife, whose post office address is 104 Ives St., Apt. 3R, Providence, RI 02906 and Dawn
M. Swailes n/k/a Dawn M. Wilkinson, single, whose post office address is
hereinafter called the Grantors, to William A. Vicens, married,
whose post office address is 4955 Leavitt Rd., Lorain, OH 44052, hereinafter called the Grantee:
WITNESSETH: That the Grantors, for and in consideration of the sum of $10.00 and other valuable
considerations, receipt and sufficiency ofwhich whereof is hereby acknowledged, hereby grants, bargains, sells, aliens,
remises, releases, conveys and confirms unto the Grantee, all that certain land situated in Seminole County, Florida,
viz:
Lot 1, Block 12, WYNNEWOOD, according to the plat thereof, reco Plat Book 4, Pages 92-94,
of the Public Records of Seminole County, Florida ^
Tax I.D.#: 31-19-31-524-1200-0010
TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise
appertaining.
TO HAVE AND TO HOLD, the same in fee simple forever.
AND the Grantors hereby covenants with said Grantee that the Grantors are lawfully seized of said land in fee
simple; that the Grantors have good right and lawful authority to sell and convey said land; that the Grantors hereby
fully warrant the title to said land and will defend the same against the lawful claims of all persons whosoever, and that
said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2004.
IN WITNESS WHEREOF, the said Grantors have signed and sealed these presents the day and year first above
written.
Signed, sealed and delivered in our presence:
Witness signature
Witness printed name
Witness signature
Witness printed namer
Christopher J. Nowland
Candice M. Flemi
Dawn M. Swailes n/k/a Dawn M. Wilkinson
STATE OF FLORIDA, COUNTY OF ORANGE
Sworn to and subscribed before me this 10th day of December, 2004, by Christopher J. Nowland, Candice M.
Fleming and Dawn M. Swailes n/k/a Dawn M. Wilkinson, who produced a driver's licenses for identification and who
took an oath.
Wntary Pnhlic. State of Florida
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OFFICE COPY
I
INSTALLATION INSTRUCTIONS
Single Car Clopay WindCodeO Instructions
For use with Insulated and Uninsulated Steel Residential Garage Door Instruction Manual)
Things to Know Before
You Begin
This is a supplement to the Clopay Steel
Residential Garage Door Instructions (Steel)
and Insulated Steer Garage Door Instructions
Insulated) (Referred to as MANUAL). It covers
important information unique to Clopay
WindCode® Doors. For all other information
and safety warnings concerning your Clopay
WindCode® garage door, see the MANUAL.
Read all of the information below before
beginning installation.
WindCode® doors require additional struts and
hinge attachments beyond what is required on
standard doors. The installation and attachment
of these struts and hinges are outlined in this
manual. Specifically, these instructions cover the
following hardware attachment:
1) Attachment of Hinges
2) Top Bracket Installation
3) Addition and Attachment of Struts
4) Jamb / Track Configuration
5) Track Bracket Placement
Each Clopay WindCode® door is included in
one of nine categories: W1 - W9. Each category
covers a different range of windload and subse-
quently, a specific strut configuration. (Tables 1 & 2)
Table 1
Windload
Category
Test
Windload
P.S.F.)
Approximate
Test MPH
Gust Speed
W 1 16 to 23 90
W2 24 to 28 100
W3 29 to 33 110
W4 34 to 42 120
W5 43 to 54 140
W6 55 to 60 150
W7 60 to 68 155
W8 69 to 81 170
W9 81 + 180
clopay(g)
Consumer Hotline 1-
800-225-6729 NOTE:
It is the buyer's responsibility to purchase the
garage door required to meet local building codes.
Clopay
WindCode® garage doors not installed with
the proper reinforcement (struts, hinges, jamb
brackets, track, fasteners) will not perform as
designed to meet the building code require- ments.
Windload
reinforcement on single car doors (9'0" wide
and under) is configured differently than strutting
on double car doors (92" wide and over). An
electric impact gun is strongly recommended for
installation of WindCode® doors. To
determine what door you have, locate the identification
sticker found on the end of the door package.
This sticker will identify the door size, door
model, and windload category. (FIG. 1) WindCode•
Door Door Door
Model Width Height 1
1 1 SW
I I 11111 WXZ OL
STROTN 7INSULFSPRINGS. EUS PACM'
E%
TENSION PART • ATAT626 ID •
379T2T6520T57 EOAM
RADIUS 12 MISC'CDMM[
NI Mil:: BAR
llf'1 S W-
NDDV:P INSf Pi.NG PSIFIV DN iN$IPLOCK MOUNTAK. f SING IN$I Py(:gN$ IDENTIFICATION
STICKER (Located On Package) Example:
Model 82 Windload Category W5) Fig.
1
Strut Attachment
Struts are placed lengthwise across the door to
add strength. Strut configurations vary depending
on WindCode® category and door size. Table 2
shows six of the most common WindCode®
doors and refers to a specific drawing in this
manual. These drawings (Figures 11 to 16 in the
back of this supplement). include specific strut
configuration and detailed technical information
for each door. After reviewing the strut configura-
tion, turn to page 3 to begin the actual installation.
For specifications and drawings for other door
models please call the Clopay Consumer Hotline
at 1-800-225-6729.
Table 2
Model Windload Door Strutting* Corresponding Pushnuts
Number Category Width Configuration Figure / Drawing Required
73/75/80/82/ W4 Up to 9'0" 1 per section Figure 11 / 300159 No
84A/90/94 Single Car)
2400/2401/4400/ W4 Up to 9'0" 1-1-0-1** Figure 12 / 100773 No
4401/4300/4301/ Single Car)
4310/ HDG/HDGL
1000/183/ W5- Up to 9'0" 1 per section Figure 13 / 101242 No
187/1001 Single Car)
2400/2401/4400/ W6 Up to 9'0" 2 on first Figure 14 / 101526 No
4401/4300/4301/ Single Car) section, 1 on all
4310/HDG/HDGL other sections
84A/94 W7 Up to 9'0" 2 per section (only Figure 15 / Yes, Fig. 8
Single Car) 1 on 3rd section) 101702-24
2400/2401/4400/ W8 Up to 9'0" 2 per section Figure 16 / 101703 No
4401/4300/4301/ Single Car)
4310/HDG
The bottom section is considered the first section, the second section from the bottom is considered the second section, etc.
Strut pattern is found only on doors that are four sections high (6'6" to 7'0'). A strut pattern of 1-1-0-1-0 for doors that are five
sections high (7'6" to 87")
2
I
I `
Bottom Section StrutI
Installation
Strut Attachment on Bottom of Bottom
Section
Depending on the strutting configuration of the
WindCode® Door, there are two possible positions
j that a strut can be installed. For the correct place-
ment, see Table 2 and the corresponding Figures
11 to 16. Position bottom bracket as shown in
MANUAL. Position -the strut according to the
correct figure for the corresponding door model.
Drill one 5/32" hole at the top and one 5/32" hole at
the bottom of the strut at all hinge locations. If an
electric impact gun is used, no holes need to be
drilled beforehand. Attach strut to door section
with 1/4" x 3/4" self -tapping screws at each drilled
hole. (FIG. 2A & 26)
NOTE: For some models, pushnuts are required
with the roller installation. Refer to Table 2 to
determine which models use pushnuts. (FIG. 8)
End Hinge Installation
End Hinges
14 Gauge hinges are used at all end stile loca-
tions (for more detail see MANUAL). Insert the (4)
sheet metal screws as indicated in the MANUAL.
Insert the (4) 1/4" x 3/4" self -tapping screws per
hinge as shown. (You may have to pilot drill 5/32"
holes before installing self -tapping screws.)
FIG. 3)
NOTE: For some models, pushnuts are required
with the roller installation. Refer to Table 2 to
determine which models use pushnuts. (FIG. 8)
1- 1/4" x e/6"
Sin leg Sheet Metal
End Stile Screw
2- 1/4" x 3/4"
Bottom Bracke Self -Tapping
Screws (Green)
0
0
Roller
Fig. 2A INSULATED DOOR
1-1/4" x 1/8"
Single Sheet Metal
End Stile Screw
2- 1/4" x 3/4"
Bottom Bracket Self -Tapping
Screws
Green)
0
0
Roller
Fig. 26 STEEL DOOR
3
Intermediate Section Strut
Installation
The strut installation for the intermediate
section is different for steel and insulated
doors. Refer to the appropriate section below.
Single Hinge Strut Attachment (Steel)
Depending on the strutting configuration of the
WindCode® Steel Door, there are two possible
positions that a strut can be installed. For the
correct placement, see Table 2 and the corre-
sponding Figures 11 to 16. To attach strut, posi-
tion the strut on the door. Drill one 5/32" hole at the
top and one 5/32" hole at the bottom of the strut at
all hinge locations. If an electric impact gun is
being used, no holes need to be drilled before-
hand. Attach strut to door section with 1/4" x 3/4"
self -tapping screws at each drilled hole. (FIG. 4)
Note that the strut on the top of the section over-
laps the bottom leaf of the hinge. If required, a
strut mounted at the bottom of the section can be
mounted above the hinge leaf. (FIG. 4A)
NOTE: For some models, pushnuts are required
with the roller installation. Refer to Table 2 to
determine which models use pushnuts. (FIG. 8)
Single Hinge Strut Attachment
Insulated)
Depending on the strutting configuration of the
WindCode® insulated door, there are two possible
positions that a strut can be installed. For the
correct placement, see Table 2 and the corre-
sponding Figures 11 to 16. For insulated doors
the struts must overlap the hinge leafs on both the
top and bottom. To attach strut, position the strut
on the door. Drill one 5/32" hole at the top and one
5/32" hole at the bottom of the strut at all hinge
locations. If an electric impact gun is used, no
holes need to be drilled beforehand. Attach strut
to door section with 1/4" x 3/4" self -tapping screws
at each drilled hole. (FIG. 5 & 5A)
NOTE: For some models, pushnuts are required
with the roller installation. Refer to Table 2 to
determine which models use pushnuts. (FIG. 8)
Strut
Self -Tapping
Screws (Green)
Hinge To Replace
Corresponding
Sheet Metal
Screws
Roller
End Stile Drill
Holes
Strut
Fig. 4 Fig. 4A
21/4" x 3/411
Self -Tap ing
Screws Green)
Strut
To Replace
Corresponding
Sheet Metal
Hinge
Screws
0
Roller
End Stile Drill
Holess
Strut
Fig. 5 Fig. 5A
4
Top Bracket Installation
Top Bracket
In most instances, WindCode® doors use a
heavier gauge top bracket. Due to this, the holes
in the bracket will not line up with the holes in the
stiles. Install the top of the top brackets approxi-
mately 3" to 3'/2" below the top of the section with
4) '/4" x 3/4" self -tapping screws. Once installed,
the slide adjustments must be aligned so that the
roller lines up with the track so the door will close
flush to the doorjamb. (FIG. 6)
NOTE: For some models, pushnuts are required,
with the roller installation. Refer to Table 2 to
determine which models use pushnuts. (FIG. 8)
Top Section Strut
Attachment
Depending on the strutting configuration of the
WindCode® door, a strut may be required on the
top section (See Table 2 and corresponding
drawing). To attach a strut at the top of the top
section it must be placed above the top roller
bracket. Drill one 5/32" hole at the top and one
5/32" hole at the bottom of the strut at all hinge
or back-up plate (insulated) locations.) If an
electric impact gun is used, no holes need to be
drilled beforehand. Attach strut to door section
with'/4" x 3/4" self -tapping screws at each drilled
hole. (FIG. 7)
NOTE: For some models, pushnuts are required
with the roller installation. Refer to Table 2 to
determine which models use pushnuts. (FIG. 8)
Roller and Pushnut
To install the pushnut roller, slide the roller into
the hinge then slide the pushnut onto the shaft
of the roller until it is within an'/e" to'/4" from the
hinge. (FIG. 8)
NOTE: Do NOT install pushnut before installing
roller into hinge. Use'/z" Deep Draw socket and
hammer to tap on pushnuts.
41/4" x'/4" Top Section
Self -Tap Ing
Of Door
Screws Green)
Single End Stile
Holes On Stile ® a
Do Not Match a
With Bracket
Holes
Roller
Adjustable
Fig. 6
Top Bracket
End Stile
INSTALLED
Strut
2'/•" x'/•"
Self -Tapping Screws (Green)
Fig. 7
Jamb Configuration
AIMPORTANT
The design of the supporting structural
elements (Le. door jamb) shall be the
responsibility of the professional of record
for the building or structure and in accordance
with current building codes for the loads listed
on the technical drawing (attached) for the
specific model.
It is also important that the vertical 2 x 6 wood
jambs are attached to the supporting structure
in a method that is sufficient to transfer the
loads exerted by the wind pressures. Some
suggested vertical jamb attachment methods
are included in the drawings. (FIG.11 to 16)
Track Bracket Placement
Track bracket placement are configured
differently according to height. Typically,
WindCode® doors require more track
brackets than non-WindCode® doors.
However, each track bracket is attached
to the track and jamb using the same
fasteners and method of attachment
as shown in the MANUAL. (FIG. 9 & 10)
Opener Reinforcement
Installation
Attachment of Opener Reinforcement
Refer to the MANUAL for installation instructions.
If the Clopay WindCode® door requires a strut
across the top of the top section, this takes the
place of any horizontal angle iron required by the
MANUAL. The vertical angle as shown in the
MANUAL is still required on WindCode® Doors.
Rear Track Hanger (Provided
By Door Installer)
13 GA. Gale. Steel Flag Bracket.
Each Fastened To Wood Jamb With
3) 5/is" x 15/s" Wood Lag Screw.
r
v
s
x
o
c°
2" Galy. Steel Track
L
2 J
i
c Steel Track Bracket (4) Per Side.
E x FFL
O K
P
X1
Door
Height L
Bracket Placements
X1 X2 X3 X4
6' 6" 70" 3'/z" 10" 35" 60"
7' 0" 76" 3'/2" 10" 38" 66"
7' 6" 82" 31/:" 10" 34" 58"
OPTIONAL DS8 GLASS OR
I //6' ACRYLIC LITES AVAILABLE
7
SEE SECTION B-B)
1) INTERMEDIATE STILE 20 GA MIN. ENO STILES ATTACHED 70 DOOR ATTACHED
w TOG-L-LOC (TOP.6G BE c\$KIN WITH PATENTED TOG-L-LOC SYSTEM 25 GA MIN. STEEL' LINO
uRETHAN ADHESIVE (ALONG CENTER) A (
TOP, BOTTOM k CENTER). SKIN COATED WITH GALV„ BAKED -
ON PRIMER. MEN
AND A BAKED-DN POLYESTER ioP
COAT APPLIED 10 BOTH SIDES
OF STEEL SKIN, r
1
flmffl I IlllbIIII
II F
I,.
I I 1 II
I Y
II
Y
Il—
IIIIII'-I 1I. IC
LOCK
POSITION BOTH
SIDES) TWO
POINT LOCKING r
ONE 3' TALL A ZO
CA U-BAR PER
DOOR SECTION. ENO
SLOE BOLT STILE6,
LOCK
ENGAGES INTO
VERTICAL TRACK,
ONE LOCI(
ON EACH
SIDE OF
DOOR, IT,
61DE SLOE BOLT IOCK
OPTION MAK.
DOOR WIOM 9'0' OO UP TO 7'-0' HIGH cON55T OF 4) sECFKA/s (SHOWN). p14.
5/6' SHEET METAL SCREWS DOORS
OVER 7"-0HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). VFRTCA JAUR
AEL 11FNT (C-90 BLOCK OR 2000.I
MIN CONCRErE COLUMN)' 3' TALL
U-BAR 1..,.1 ,a.»> I .... ....,.,.,.,... ,,.........,..... 2' THRCK
20 GA GALV STEEL HpT120NTµTRACK
SUPPORT BY A J
3' DOOR INSTALLER (TO SUIT) 1-7/
6- T 13
GA.
CAM STEEL FLAG BRACKET, 16 GTOP
AJR EACH FASTENED
TO WOOD JAMB WITH LER BRACKET ETCACaEBRIOIETAmcwcOW/(J) 3) 5/1651-5/8' w000 LAG SCREWS. 14s5/6' y(
ET METAL yC1EW5. SHIP LAP
JOINTS,
V W TRACK CONFIGURARO
x
14 CA
GYv,
STEEL DOOR 1' ENO
HMO.
EACH
STILE W TO
CKOflA STILES W/(41 /la•5/a' G E HEIGHT
7
STEEL
TRACK,
IF)
METAL SUCK
TAPPING1 L MI .rALV.TRACK
4N. TRACKTHICKNESS• .060' _ S wi u
8 -0 8B
W rJ' TAIL
A
GA CLLV V TYP. 2-1/2'.12 GA. GALV STEEL TRACK BRACKET, STEEL U-. 6AIL
OHE U-MR PIER SECTION. EACH
U-RAN ATTAD(0 W 4) TRACK BRACKETS
PER SIDE. WITH TWO 1/.'•
J/a' SELF UPPING SCREWS RW STILE
LOCATION O. O GAIv. STEELBOTOON
BMCKEE, 3/8 .4SLEEVEANCHORBOLTSON24" CENTERS (BOTH AITAc.Eo WITH T.o •5/8 C-90 BLOCK
OR 2.000 PSI MIN. CONCRETE) OR SFET METAL SOKYI±; O 1/4'.
4' TAPCON SCREWS ON 24' CENTERS (2,000 FRONT FRAME WITH
U.V, O1/4'.3/
4' SELF PSI MIN. CONCRETE). WASHERS INCLUDED WITH f men FX THr LR Stmp qCOATING ON OUTSIDESURFACE TAPPING SCREWS. SLEEVE
ANCHORS, I'
0.0. WASHERS REOUIREO wlrH TAPCONS, ANCHOR$
MAY BE COUNTERSUNK SECTION A -A (SIDE VIE1Y1 14 CA. ENO
HINGES I CA INTERYEOIATE HINGE (BUT NOT REOUIREo) TO PROVIDE A FLUSH VIEW •B• VIEW '
C MOUNTING SURFACE HORIZONTAL JAMBS 00 NOT TRANSFER LOAD. STOP
MOULDING BV
DOOR INSTALLER (TO SUIT) VERTICAL JAMB ATTACHMENT W000 FRAME BUIl01NGS1 2K6 YELLOW PINE
JAMB 20 GA MIN.
GALV. STEEL ENO STILE 1/2'.J LAG SOiiWS ON 24 CENTERS I` 0.0. WASHER REOIAREO. LAG
SCREWS MAY BE COUNTERSUNK 20 GA. GALV.
STEEL INTER. SrILE (BUT NOT REQUIRED)
TO PROVIDE A FLUSH MOUNTING 7 SURFACE. HORIZONTAL
JAMBS 00 NOT TRANSFER LOAD. SB GLASS OR\
OPTKNAL 10 SCREW 1/0 ACRYLIC
L17E WIN w IT MOLDED INSIDE 14
LITE RETAINER SECTION
R-R 6.3/4'
PAN HEAD SCREW 10 SCREWS PER
LITE) ENO STILE 12
GA.
GALV.
STEEL TRACK / INTER. BRACKETS FASTENED TO
W000 JAMB) SNAP LATCH ENGAGES
STILE ACK WITH
ONE
5/
16'.1-5/8' LAG SCREW ONE SNAPONTO ILATCH CAL RONPERTRACKBRACKET.
LOCK BAR LATER. STILE EACH
SIDE OF
ODOR, ENGAGES N 18
GA, D
TO STEEL CENTER HINGE TRACK ON FASTENED SHEET INTER.
STILES w/(4) OUTSIDE EACH SIDE p14.5/e' SHEEY METAL SCR EW$ 2' GALV. STEEL
TRACK FASTENED TO 11 GA GALV. STEEL ROLLER HINGES OUTSIDE KEYED HANDLE OF DOOR. 12 GA. GALV.
STEEL TRACK BRACKETS. FASTENED TO ENO STILES EACH w/(4) HANOLE TRACK ATTACHED TO
EACH BRACKET /I1a.5/8' SHEET METSCREWS AND ENO WITH TWO 1/4'.
5/8' BOLTS 4C NUTS 14) 1/4"K3/4' SAL TAPPING SCREWS PER ENOHINGE, STILE OR TWO 1/A-
OUL. RIVETS, pUTgOE KEYED LOCK INSIDE HANOLE LOCK BAR
LOCKING: 2' OIA. SHORT SEEM,
10 BALL STEEL ROLLER. DESIGN LOADS a241 P.S.F. h -24.2 P S.F JAMS CONFIGURAf10N SHAP IA1CH
LOCK OPTION OUTSIDE KEYED LOCK TEST
LOADS: . 16.3 P S.F. -36.3 P.S.F. PREPARATION OF JAYRS BY
OTHFRC SECTION C-C .a""'R sc RaK ANfRR fGa ITR lL
NOrF 2. THE DESIGN
OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY
OF THE PROFESSIONAL OF RECORD FOR THE BUILDING
OR STRUCTURE AND N ACCORDANCE WITH CURRENT BUILOING CODES
FOR THE LOADS LISTED ON THIS ORAWING. v Fig.
11 CATEGORY:
W4 MODELS: 73,
75, 82, 84A, 90, 94 STRUT PLACEMENT SHOWN IN
GREEN
MODELS 2400 2401 4400 4401 (24 GA. EXTERIOR SKIN)
MODELS 2310 4310 HDGL (25 GA. EXTERIOR SKIN)
MODELS HDG 4300 4301 (27 GA. EXTERIOR SKIN)
OPTIONAL WINDOW LIFE
OSB CLASS OR 1/8' LEADED -LOOK
ACRYLIC (SEE SECTION 8-6)
A
111
1
I •--__
yl
I
11C-__ 11_I1_
8cr r l
OPTIONAL OUTSIDE KEYEO A
LOCK OR WIDITIOTHYAXDOORWON 9'-0'
SEE ENO C
HINGE DETAIL
SEE INTERMEO.
HINGE DETAIL
Two POINT LOCKING
INTO TRACK
TgNAL WINDOW UTE$ AVAILABLE IN
OS 12/1999 AOOEO JAMB ATTACHMENT INFORMATION
ALL MODELS INCLUDING MODEL 4310/2310.
SEE SECTION B-B) -y 2' TACK
END
SLIDE BOLT W SILICONE FILLED CHANNEL SEPARATES
A
END LOCK ENGAGES FRONT AND BACK SKIN Of ODOR
INTO VERTICAL /
FI'F----'I IIF--- i;l
y_11r _ ll
orJ r i r r r r r rr
NRO
zVg 1 ----=1;
1,1
T2
1I,L
Ii 1' 1- ==== I = ----
I=
VAC
OPTIONAL OUTSIDE KEYED A
I , LOCK POSRION
FFF------
LOCK
NiH
INSIDE ELEVATION SNAP LATCH ENGAGES
ONTO VERTICAL TRACK,
NOTE 1. 24 GA. EXTERIOR SKIN DOOR MODELS (MODELS 2a00, ONE SNAP LATCH ON
2401. 4400. 4401) WITHOUT WINDOW UTES REOUIRE EACH SIDE Of 000/
NO REINFORCING U-BARS.
4) /14 SHEET METAL SCREWS
OUTSIDE KEYED 14NµY5E 04510E
HANDLE INSIDE
ELEVATION O
4)
1/4' OVA SELF TAPPING SCREWS OUTSIDE KEYED LOCK ENO R4AP
LATCH LOCK OPTION STILE 14
GA. ENO HINGE IB a TNT RYfOIATE HINGE NOTE:
14 GA. INTERMEDIATE HINGES
ON 24 GA. EXTERIOR OUTSIDE SKIN
DOOR MODELS) HANDLE VFRTICL
IAMB AIIArHUFNT W000 rE nIMNCSI• LOCK BAR 1/
2'J' LAG SCREWS ON 2a CENTERS. 1' 0.0. ENGAGES IN WASHER
REQUIRED. LAG SCREWS MAY BE COUNTERSUNK TRACK ON BUT
N07 REOLAREO) TO PROVIDE A FLUSH MOUNTING gUIM& KETEO LOCK SID E ESURFACE
HORIZONTAL JAIASS DO NOT TRANSFER LOAD. LOCK BAR LOCKING EACH
SID STOP
MOULDING BY DOOR 7( >
m
TO
SUIT) GALV.
STEEL END STILE ES
HELD BY HINGE SCREWS) 2.
6 YELLOW PINE AMB I 12
GA. GALV. STEEL TRACK — BRACKET
FASTENED TO WOOD JAMB
WITH ONE 5/16'.I-5/6' 18 CA, MIN. GAty, STEEL CENTER HINGE WOODLAGSCREWPERBRACKET,72—. FASTENED TO 04510E SKIN W/(4) 2'
CAM STEEL"TRALKEACH 114.5/8' SHEET METAL SCREWS. FASTENED
TO TRACK BRACKETS EACH
BRACKET ATTACHED WITH ONEAL GALV. STEEL ROLLER HINGE BOLI &
NUT 0ENED TO ENO STILES W/(4) EACH TWO
1/4' RNE1S.5/8' SHEET METAL SCREWS. JAWS
CONFIGURATOLLER SECTION
C-C PREPARATION OF .IAMBS BY OTHERS F
c=
JIJI0
11
FRONT FRAME WITH UV. COATING
ON OUTSIDE SURFACE. cii
TYP. 2-1/2'.12 GA. CAM STEEL TRACK BRACKET. 4)
TRACK BRACKET PER SIDE DISTANCE BETWEEN TRACK
BRACKETS NOT TO EXCEED 30- O.C. 2
DOOR
HEIGHTV D58 GLASS 0
6 -5 OR LEAOED- 1
MOLDED
INSIDE LOOK UTE$ /6.3/i PAN HEAD SCREW 7 -
LITE RETAINER AVAILABLE 6 -
0 66 SECTON
B-B OIXGNAL O"W'mcs ARE SICAEO w BLUE NOTE
2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS INK MIT. A PASCO SEAL (EKBOSS). SWILL
BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD
FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE DESIGN LOADS. 24.2 P.SF. & -24.2 P.SF. MTN
CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. TEST LOADS' +36 3 P.S F. & -36 3 P.S F. TRACK.
ONE ff
LOCK ON EACH
SIDE Of
DOOR IN$
AOf $LIOf BOLT LOCK
OPTION VERTIC
VWB ATTAINMENT (C-GU BLOC( OR XV1
7,PGI MIN_ CONCRFTf COLUMNI_-- 3/
6 X SLEEVE ANCHOR BOLTS ON 24' CENTERS C-
90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR 1/
4-.4- TAPCON SCREWS ON 21- CENTERS (2.001 PSI
MIN CONCRETE . WASHERS INCLUDED WITH SLEEVE
ANCHORS. ' 0.0. MASHERS REQUIRED WITH
TAPCONS ANCHORS MAY BE COUNTERSUNK BUT
NOT REOUKREO) TO PROVIDE A FLUSH MOUNTING
SURFACE. HORIZONTAL JAMBS 00 NOT TRANSFER
LOAD. TWO
POINT LOCKING INTO
TRACK 27
CA MIN. GALV. STEEL EXTERIOR
SKIN WITH BAKEO-
ON PRIMER AM A BAKED -
ON POLYESTER PANTED TOP
COAT. HORIZONTAL
TRACK SUPPORT DOOR
INSTALLER (TO S 13
GA. GAGA. STEEL FLAG BRACKET. EACH
FASTENED TO WOOD JAMB WITH 3)
5/16'1-1/2' WOOD LAC SCREW.. TRACK
CONFIGURATION 1.
95' THICK, I DENSITY EXPANDED
POLYSTYRENE FQAN
INSULATION LAAIINAIEO TO
BOTH EXTERIOR AND INTERIOR
SKINS. SECTION
A -A 12
GA. GAILY. STEEL TOP ROLLER
BRACKET, EACH BRACKET
ATTACHED W/(3) 14.
5/8' SHEET METAL SCREWS.
TONGUE
AND GROOVE JOINTS. 14
CA. CALV, STEEL ROLLER HINGE.
EACH FASTENED TO END
STLES w/(4) /14.5/6' SHEET
METAL SCREWS. 2-
1/4' TALL . 20 CA. GALV. STEEL U-BAR. THREE
PER DOOR ATTACHED W/(2) 1/4 •3/4' SELF
TAPPING SCREWS AT EACH HINGE LOCATION. SEE
NOTE 1 FOR 24 GA. ODORS 27
GA. STEEL CAM INTERIOR SKIN WITH
A BAKEO-ON PRIMER AND A BAKEO-
ON POLYESTER PAINTED TOP COAT. L
2a0p, 2a0ERIOR K` 01H
24 GA,
DOOR MODELS K7W LITES
REOUIiE NO REINFORCING U-BARS. 2' GALV.
STEEL TRACK, TRACK THICKNE$
S..060' CATEGORY: W4
MODELS: 2400, 2401, 2310, 4400, 4401, 4310, 23001 HOG, 4300, 4301, HDGL Fig. 12
STRUT PLACEMENT SHOWN IN GREEN 13 GA,
CALV. STEEL BOTTOM BRACKET. ATTA04EO WITH (
4) p14.5/8' SHEET METAL SCREWS.
ALUMINUM EXTRUSION
A, VINYL
WEATHERSTRIP
MODELS 1000, 183, 1001, 187
3) CENTER STILES OPTIONAL WINDOW L17E
PER SECTION
B
SSB G1A55 OR 1/8' ACRYLIC
r— (SEE SECTION B-8)
ILII LLj I altlWE i
WEI-11
MMMWI I_
ll lllLLI II
SEE ENO I
HNGE DETAIL I
I -
ca
SEE NTERMEO. NO
HINGE DETAIL X8
WZ0
W
TWO POINT ><
LOOKINGKIDTRACK
mnlun A..YwIK7N •-
SNAP LATCH ENGAGES
ONTO VERTICAL TRICK, ENO
oNE SNAP LATCH ON STILE
EACH SIDE OF DOOR.
OUTSIDE ENO
OUTSIDEKEYEDSTILE
HANDLEMOLE
INSIDE HANDLE
OUISM KEYED LOCK
LOCK BAR
SNAP LATCH LOCK OPTION
ENGAGES IN
OUTSIDE KEYED LOCK TRAGIC I
OCK BAR OPTION EACH SIDE 4) /
14 5/8' SKEET METAL SCREWS OF DOOR. bdi
O
4)
1/4'13/4' OK SELF TAPPING SCREWS 4
CL END HINGE 18 GA. INTERMEDIATE MIN VERTIfZA
JAMB ATTACHYENi N000 FRAME BLILRnw7C1• I /
2A 3 lAG SCREWS ON 24 CENTERS. 1' 0.0. - WASHER
REOUREO. LAC SCREWS MAY BE COUNTERSUNK BUT
NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE.
HORIZONTAL JAMBS 00 NOT TRANSFER LOAD. 12
GA GALV STEEL TRACK BRACKET
FASTENED TO WOOD-/ JAMB
WITH ONE 5/16'.1-5/8' WOOD
LAG SCREW PER BRACKET, 2'
GALV. STEEL TRACK FASTENED
TO TRACK BRACKETS. EACH
BRACKET ATTACHED WITH TWO I/
A'.5/8' BOLTS & NUTS DR TWO
1/4' RIVETS. C0
Fig. 13 ENO
SLIDE
BOLT LOCK
ENGAGES INTO
VERTICAL TRACK,
ONE EACH
SIDE OF
DOOR. W610E
SLIDE ROLL LOCK
OPTION STOP
MOULDING BY DOOR INSTALLER (
TO SLAT) 20
ETA. GALV. STEEL ENO STILE 20
CA. GALV. STEEL INTERMEDIATE STILE 1
18 CA. MIN. CALV. STEEL INTERMEO, HINGE FASTENED
TO CENTER STILE W/(4) EACH /
14.5/8' SHEET METAL SCREWS. 14
GA. (ALv. STEEL ENO HINGE FASTEMEO
TO ENO STILES W/(4) EACH 114.
5/8- SHEET METAL SCREWS AND 4)
1/4'.3/4' SELF TAPPING SCREWS. 2'
STEEL. 10 BALL ROLLER 3)
CENTER STILES PER
SECTION EXPANDED
POLYSTYRENE FOAM
INSULATION LAMINATED TO
INSIDE OF EXTERIOR SIGN,
7/S. THICK. 3/
8'.4 SLEEVE ANCHOR BO M ON 24' CENTERS C-
90 BLOCK OR 2.000 PSI MIN. CONCRETE) OR, CENTRS
PSIMIN, CONCRETE) WASHERS2 NCLUOEE0 WITH SLEEVE
ANCHORS, 1' G.O. WASHERS REOVRIEO WITH
TAPCONS, ANCHORS MAY BE COUNTERSUNK 8U1
NOT REOUIREO) TO PROVIDE A FLUSH AgLNnNG
SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER
LOW. L
TWO POINT LOCKING
INTOTRACKSHRPLAP JOINTS, 25
CA STEEL MIN. EXTERIOR SKIN WITH GALVANIZING.
BAKEO-ON PRIMER AND
A &1KED-ON POLYESTER PAINTED TOP COAT. arc
REICSTEO .
TN 3' u-1u.6 A (3) cewift sacs PER SECTON AORO
A" ARM?41CIR IMron IpN 12
GA. GALV, STEEL TOP ROLLER BRACKET, EACH
BRACKET ATTACHED W/((A) 114.5//8' SKEET
METAL SCREWS. ACUUMBLE SLIDE ATTACHED
10 TOP BRACKET W/(2) 1/4'tl/2' BOLTS
AND NUTS PER BRACKEET. NOTE•
ALL
HINGES, TOP BRACKETS, AND
BOTTOM BRACKETS 14
GA. GALV. STEEL ARE ATTACHED WITH ENO
ROLLER RAIN6/6- SHEET METAL rHINGE.
18 SCREWS. CA
GALv. STEEL INTERMEDIATE
HINGES.
SECTtlN
A -A 5Q
i1iVA= I
HORIZONTAL
TRACK SUPPORT BY 3 TALL . 20 CA. GALV. STEEL U-BAR. ODOR
INSTALLER (TO SUIT) ONE U-BAR PER ODOR SECTION. U-
BAITS ArTACHEO WITH (2) I/4 i3/4' SELF TAPPING
SCREWS AT EACH STILE LOCATION. MIR
F
13 GA GALV, STEEL FLAG BRACKET, EACH
FASTENED TO WOOD JAMB WITH 13
CA CALV. STEEL BOTTOM BRACKET. ATTACHEO
W/(2) /14.5/8' SHEET METAL 3)
5/16'0-5/8' W000 LAG SCREWS. SCREWS. i
ALUM" EXTRUSION L3
t VINTL WEATHERSTRIP, TRACK
COWIGURATI Oo
70 FRONT
FRAME VAIN U.V, COATING
ON OUTSIDE SURFACE a
7
T
2' GALV. STEEL TRACK v
TRACK THICKNESS: .060' 11
YP.
2-1/2.AC ET CALV, STEEL TRACK BRACKET. OSB
GLASS MOLDED /
10 SCR PAN
ER L SCREW t0
SCREWS PER U7E) u
4) TRACK BRACKETS PER SIDE, DISTANCE BETWEEN R AINIDf LITETERETAINER. SECTION B-B 1
TRACK
BRACKETS NOT TO EXCEED 30' O.C. 10 SCREW w1NDOW L17E QM
THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SMALL
BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD
FOR THE BUILDING OR STRUCIURE AND N ACCORDANCE WITH
CURRENT BUILOING CODES FOR THE LOADS LISTED ON THIS DRAWING Clopay
CLAY
BUILDING PRODUCTS COMPANY N 312
WALNUT STREET y SUITE
1600 CINCINNATI,
OH 45202 u Building
Products (513) 381-4800 Campo
Er.w col..- r ry.M I.....4. CATEGORY:
W5 MODELS: 1000, 183, 187, 1001 STRUT
PLACEMENT SHOWN IN GREEN T000
B KS SAE SCKO w ILm A...
4 A.IWO VE (EMBOSS). DESIGN
LOAO: 430.0 PSF. -32.0 PSF TESTED
LOAD:.45.0 PSF. -48.0 PST ROIL
W.. SIZE NOTED
1.
36 9'0' . 8'O' 7/
15/94 KSCIINIKMM/N 1000. 183, 1001, 187: 30/-
32 DESIGN MWw
is,
D 4vB1G WIRa Qv. O
101242 04
L
O MODELS 2400 2401 4400. 4401 (74 C0. EXTERIOR SKIN)
MQOELt 2 310 4310, HDGL (75 GA. EXTERIOR SKINT
MODEL HDG 4300 4301 (27 GA_ EXTERIOR SKIN)
mIHMOm UT[
ON CLASS OR Va' CNPAC
SEC SECION "
O"""
rg
1 1
b 1
ICI I 1 111 'I 1,1 111
Q
I
SCC IN NONCE
OETAL.
SEC NIEOWECL NNG(
OCTNL.
Lw0 pN1 LOCKING
MTo IRACN
LOCx PosLroN L
F-- WI IOL WOM 0 0
OM
MrawIA(HGIM LOP 00ii WENT SOLE
ONTO (ERIUL TRW:
ONEM.
OUTSO( HYNOIEK LOCK VANfAOCS N
pUSME KCYm IRADI .N
MEDIC n.rsE lo[tL _ EACH SITE
I [ROLL BAR ln lIE or WORT.
m IZa •I'r•1m ST U IL[L STEEL Wv. ECTOION SON
jRAP laDl !n[Y tb110N NM BA.EO-O, OWNER .0 .
OANCO-oN FpLAVO( PANEO TOP OGAT.
SlOI 60.E
IRO LOCK (NOAC(S
STILE NTO rSOLT
OF,
4 GARAGE DOOR COMPLIES WIT
rwcN. ONE SECTION 104.3 AND TABLE 35-H
IDCK d OF THE 1999 BROWARO
EACH 3" COUNTY COTON OF THE SOUTH
OF OWR. FLORLOA QpLOING COOC FOR
fISOE SUOC OOT REPLACCMENr DRAM ODORS IN
r• NWM Np/-COASTAL CONSTRUCTION REGIONS.
N T - THE OCSCN OF THI SUPPORTING STRUCTURAL ELCMENTS
SWILL BE THE RC5PONS9IUFV OF THE PMMESS09AL OF
RECORO FOR THE BUILDING OR STRUCTURE ANO IN ACCORDANCE
WITH CURRENT BUILDING COOLS FOR TM( tOAO5 LGTEO ON MIS ORANING,
STOP MOULDING eT ODOR
F41.LlCN (50 3y.)
1e G CALv. STQL ENo STILE
ENO STILES HOD ITT Wrl SCREWS)
2.6 V(LIOm FNE JAW
12 QN OLv SFEL
TtRw
BRAOI(F FASTENED r0
JAW WH ONE `A/16•.T-.
000 .K SCa( .f. 6M16 O. NN. CXV STCu COIFEN NNGE T
Exv. SROUI FASICEO
10 VIM STOI WA4) sASTpEo
TO r . S r-EKMe1.-0/6r SECT YELL swwRW . W.CKET .w.CNEO wNE 1. u Otr. STQL ROLLER NNE( ASTCrO
EHO StaES w/(.) FACN1/4'15, 11•d/T SECT [ET.L SCAMS. LpGNOH
OF OPTHOrMI
V(NT S'
K. SLMOE
fuEO CHYFNCL SC NPATCS FRONT
ANO BACK SON Or GOON 1
n• RISK. I IT CONS" Cx1YK000
POLKTVOENE ToAN
TH CKIENv LAANNA OTTOr0BG111SKINS. NRO Nro1MNwNs12
CAL GILv. STEEL TOP O.
IaE. ORACKCT. EAC« 6MCNET .
TUCN(O W/(]I e
1..e/e' SECT PETAL SCREWS.
TOWGX
AW GImM JONTS N.
u GftV. 3TEL POLLEN HME, EKH FASTC EO TO NO
STILES W/1+ 614.3/6' SHEET
YCr.I SCOM AFTACNEO
SELFIa
E.LM 1
1. SNQT w1ft SCN(N5 fafS
1
e/
1]/SO 1
SIGN YW(
1bd4 .]
IO
lIT6 .YNl.6lE• 6/
1o/66 AW(0 WOO.s 2.o0 Ara N0. 10-
1 UPS" lwwCQ H.OEL NUe06 APO Jwe AITACHM( VMPEONTALSU.gT 9
Q ow .Y ,_" (TO S 4)
1/4' ON SOF INTONING SCREWS 16
Mr111E1YTE Ire[ uEreHA1 KaTC.
1. C...,CR lAE S..
0 0. Z. 4. Elrtpp. SKN0000TFOE.S.) 13 H dIC O TO NOOKLAG) a Wll T 3) rwSllwcO 10 W000 WIN LAC
pt3/w•.I-1/r W11W .AO xND... E
m
Y
FRONT
IFAVE WIM Yv ON
01RSOE SLOW.". OWING2.
OtY. STC(L TRADE. 1TTAD.
MCI.MED:.00 3
O
i
1.
0 TOTTRRACK LOp i rn. 7-1/S'.1] u (JLr. S« OIAOI ewKiET. rRKY
61[HC•([T Fp SO[ OISOANCC CRT,.( M.
LII aRaaEi AOT TO (K(EO SO' OC OSB.
S O I dHT 1' YfrdJ
R_R uaq_ HEAD SCREW JAMB
TO SUPPORTING STRUCTURE ATTACHMENT 1
ALL31 THE (OCR TOW M OK MCoo6T16f(W!D 19 THE "INC. .10 THEN fNo11 THE NTACK TO THE 24-
CONICAL 1CLlaw I.NE (CONE n ownO. w"CN) ~15FMLOAOroomTHEo. 6 TAM(51EIM(
O To MC HOa(ONIC (rap) JANe. 2) ALL JPe
FASTENEOS - TIC (BM KNOT (OMOEO) CWKENSUHN To P.Ole( A PLUS. IOINTNG SIINTACC. WOOD FRAME BUILDIN
Stop KN AS
O OOO. oFENFM SMLL E FO.AEO 30uo n NOT LE33 - (3) 2•1 NO TO on (31 Z4 (
UP 10 167\F.eY.) F1 CMPE T14ATEO CANTO e2A0• E1101 KQOO SAM Or A STRESS cow .7 L115
INAH 1]0o PINFIONKNAL C.O411 [ fe(a SmC5S N EIOf.O (F.)_ STLO WM1LS 10
E CONTINUOUS Twom FOOTNG TO TIE eFM4. BLOCK WALL OR
CONCRETE 24 m06 JAW
SIALL BE ANCHON(0 TO OrOaT REWrONIMO iOC. NL OR WNVSIC COL%FNN 9LOCK mr.l
CCLLS SNALL REFLLLO Wk CONCRETE 44 4NFONCCO NM RONFOFCNG GAF6 (WINGING NTO MC FOorVL
NO MO TIE Uft6 ALL BINS SIMII E CpNnIA10U5 f06m THE TIE GENTS TO VUWWG IN("
gIUXX 'ALL ON COOIOC COLWN. ROM WALLS AIM MACKIE OOLIHmS TO 61 oCSMKO n IRE
WIOW ENGINEER OR MiD(TECI OF RECORD, 2x6 JAMB TO
SUPPORTING STRVCTURE ATTACHMENT SAL (RAP) ) GTENc.
K INN
NaP !
dT(aO6
PEP VERTICAL 1.6 1EaO(
At Y G`1 i
Vi lBit[7llCCi()3:G'C'Z iL)ifitlCl(dll Jirw ffi.. tal
V`nQ i r ^r - r E>_ti itfU[1s11 127 OL STEEL
v&V. IIIICRDII SLN WITH A OAKIO-
ON PaY01 we A ONNCa-ON TTLV[
SO:. ~CO TOP CON, I] CAI F
Lv. STEEL OOTO. BNCKCT ArIADEO OWN (4)
I14.3/e" SKET 11- SDIEWS NAN.A. f-
USION Jr v..Tl
w(.NERSTAP MYO_Cb1rilaik OO
7' STEEL ROLLEN. OWD. CNOHEC. NAa.
W. OESTERn(
to. PC S(CODA C_[
Nuv lYlAtlw Or ,• FN RT ntN[.c FLORIDA REO61RpMN Ib Ae49S 312 vYLNUT SNEEr
ORO.t ORAWNoS
ARE 9OEO N BLLE C.2w 0. •ww DESIGN LOA05: +37.0 P.S.F. & -40.0 P.S.F. N. - A REAL .
sw S(E.BOSS). (3,3) s1-uaa TEST LOADS: +55.5 P.S.F. & -60.0 P.S.F. NOEPENOENT TESTING PERFORMED PER
C[MPFER 3 OF ME 1999 BROWARD COUNTY
EDITION OF THE SOUTH FLOROA BULGING CODE
By II.C. NUTTING. COMPANY. TEST REPORT NO
HCN 00626-1 CATEGORY: W6 MODELS: 2400,
2401, 4400, 4401, 4310, 2300, 23101 HDG, 4300, 4301, HDGL Fig. 14 STRUT PLACEMENT
SHOWN IN GREEN
MOOELS 83. 84A_ 93_ Da
NO STETS ATTACHED TO DOOR SKIN WITH PATENTED
TOG-L-LOC SYSTEM (TOP. BOTTOM, k CENTER)
ONE MERMEONTE STILE BETWEEN EACH EMBOSS
ATWICO WrrN TOG-L-LOG TOP k BOTTOM)
ANO IFETHAWE ADHESIVE (ALONG CENTER)
I-y A
1
INSK EIfW1KN
aTRF ,. DOORS 6'6' HIGH CONSIST OF SECTORS: (2l OF
DOORS 7a- HIGH CONSIST OF SECTORS. (.7 OF 21
DOORS 7'6' HIGH CONSIST OF 5 SECTIONS: (57 OF 1e'.
DOORS 9'D' HIGH CONSIST OF 5 SECTIONS: (2) OF 21" ! (3) OF IS'.
SIDVORTROG STRUCTURAL ELEMENTS SHALL BE DESIGNED
A TEIEO PROFESSIONAL OVCNEER FOR WIND LOA05
SHOWN ON THIS ORAWNG.
HORIZONTAL TRACK SUPPORT BY
vJ,J
DOOR INSTALLER (TO SUE)
Tab
Fig. 15
13 CA. CAW. STEEL FLAG BUCKET.
EACH FASTENEO TO WOW JAMB WIN
3) 3//0".I-5/E +WT00 LAC SCAEW-
T ACNE OCIFFMI.THEN
T' GALV. STEEL TRACK. RACK THICKNESS. _060"
TYP. 2-1/2".12 GA GALV. STEEL TRACK 6RACKCT
dGIB FIIIr76 Ef7l
FIP®.7Ef s7m
amid r•6 FarA 6 rr2 Fti
LANCE
0
0. LANCE a,
Q
u
CHKRIGEa
f1GEYENT a
ES
TONS)
ENO SnLES ATTACHED TO DOOR SKIN WITH/ PATENTED
TOO-L-LOC SYSTEM (TOP. BOTTOM. ! CENTER)
ONE NTCRKOMTC STIC SETN(EN CACTI EABOSS
A7TKHE0 WRH TOG-L-IOC (TOv ! BODOM)
A7ID URETHANE ADHESIVE (ALONG CENTER)
A
SNAP LATCH ONCAGES
ONTO 'SC. L TRACK.
ONE SNAP LATCH
EACH SIDE OF DOOR.
TER. STILE
OUTSIDE ENO ,
KCTCD STILE
NANOLC
INSIDE HIANDIE
OUTSIDE KEYED ,OCK
I v I.TE21 MOCK mTd
TWO PONT LOOKING 24 GA NN. 6-60 GALV. ST(CL
MIN TQD STRENGTH, 2e K51, INTO TRACK PER
ORNNNC DUAL") WITH PRYER AND
S a Ir•E (NGAGEY(NTSaS
MKCD-ON POLYESTER PANTED TOP COAT
APPLIED TO BOTH SAES OF STEEL,
OF 000 J
SEE LOCK OPTIONS)
LACATON ff OP11pz VENTS
y A
YAKINLM VENT OPENING. AC NN
MILK GOON WOnN «
INSIDE ELEMATION
ENO
INTER_ STILE
AIDE EMT STILE LOCK
STIE
MOCK EAC'ACES BAR
INTO VERTICAL GUIDE,
2' THICK
W SECTION A -A
12 GA. CAM STEEL TOP
ROLLIN BRACKET EACH
BRACKET ATTACHED N/(4)
IF 14.5/a• SHEET METAL
SCREWS.
SNP LAP JOINTS.
TRACK. OOUTSIDELUCK ONONEHANDLE / 13 CA. CALV. STEEL BOTTOM EACH
SIDE MOCK
BAR 01ACKETV ArtKKD W/(2) IDF (
RACK SN (.) /14.5/11' SHEET METAL SCREWS II4K$/
e SHEET METAL SLVEWS. m
OUTSIDE KEYED [DICK EACH SIDE ALUIeN M EXTRUSION IOLK
RIIa IOrr1 OF DOOR k VINYL WEATHERSTRIP INSTALLER
RETAI O O l
DESCRIPTION' 1/:3/." sttr iAVI•wG 517EW5 3
4 GA. STEEL SKINL 1e C& STEEL ENO 5TILES 14
CA FN+ H INCF IB G NTFRIIFOATf N l ALLDOORMODELSARERMSEOPANELEMBOSSTIE
2.4 VERTICAL WOOO JAMBS ARE TO BE GRADE 2 OES A LOADS: +42.0 PSF h -48.0 PSF. OR
BETTER rRLDw ENE. NO LOW 5 rRANSEI'aEEo TEST LOADS: 63.0 PSF k -72.0 PSF. OTEEIIORI20NTK (TOP) NO' ALl JA6IB FASTENERS MAT
B( (BUT NOT RCOLYKO) CRNTCRSUNK TO PROMOC 2.
6 WOOD IAMB A FLUSH MOUNTING SLNFACC STOP
MOULDING 0Y ODOR 2.0 WOOD JNA8 CAN BE ANCHORED TO GROUT REN'OKEO INSTALLER (r0 SIFT) BLOCK WALL OR CONCRETE COLUMAL BLOCK CELLS SEWS 20
GA. MIN WlV STEEL END STIC K FILLED WITH CONCRETE AND aCMFORCEO WITH CONTNuous 2ICA. EALV. EL El
LATER. STIC /3 BAR EKTENONC INTO THE FOOTNC AND INTO TE BEAMS ANCHM
CAN of 1/4'.1-3/4• EVABED TAPCOM CONCRETE NPROMED AS COMPETING WIN TNf 12
CyA. CAM STEEL TRACK ANCHORS STARNK AT ND MORE THAN S- FROM LO ROM AND
16" oC. 2 WIH 3/a'.4' (1-3/1' CMBEO) VON FLORIDA BUILDING CODE BRACKETFASTENEDOWOODPAWLLOX/BOLT ANC STARTING AT NO MORE THAN a' JAIOWITHONE5/+6".1-5/e' rRp1 pprrOY AND j4o.C. QA Q MoonTAGSCREWONEPERBRACKET. is
CA. CJLV. STEEL INTER. HINGE - 2'
GALV STEEL TRACK FASTENm TO CENTER SRL W/(4 FASTENED
O TUCK BRACKETS EACH /14.5/6' SHEET METAL SC NS 1ROONCT Comm DIVISION EACH
BRACKET ATTACHED WITH ONE 7/16- PUSHNUT INSTALLED ON ROLLER OESIDN ENGnEER: BUILDING
CODE COMPLIANCE OFFICE 1/1 .5/a DOLT k NTT ffi SHAFT FOR UNRESTRICTED DOOR OPMATIDN. MARK W, NESTERFIEID o
0122 TWOI . RMCTj FLORIDA aEG15TRArKNI No. {Sass ACCERANCE NO. 1- L)I ZZ.QZ 14GAGALV. STEEL ENO NWHGC MECHANICAL ENGINEERING FASTONEO
TO END STILLS W/(4) EACH IGURAL'-TION /14.5/e" SHEET METAL SCREWS k (4) Clopa
2 1 /•'.
3/4' SELF TAPPING 5LTKMS. f10AAY emoroc PNOOUCTS CWAA.ANT P101
1.4 717 «
µNI STREET 11 1 DOOR WDOEIS: v
P ATK7N aF I..,Pe er OTHERS 2 STEEL ROLLER. Building ProduCFS IL"T".WN4TI oNKO .52P7 -MWW W.
W. 6H. e4 V
om
D (513) 361 _ 4e00 P.a:M I ET "'«`ra• I
UNmTne_e. CATEGORY:
W7 MODELS: 84A, 94 STRUT
PLACEMENT SHOWN IN GREEN
Z
O
A
NOON
MODELS 2200 2201 2300 230L 2400 2401 4200 4300 4301 4310. 4400. 4401- HOG
ROMFORCCTCNT PLATES SNAP LATCH EuGGES
aEPA'ORCEMENT PLATES ATTACHED TO ODOR SKIN ATTACHED IO DOOR SKIN ONTO VERTICAL TRACK.
MM PATCNT(O TOG-L-IOC SYSTCM 047 VISIBLE MOM OUTSIDE) YIN PATENTCO TOC-L-IOC WE SNVW LATCH W
2) NTERNEpATE RE•WOFIC(YEM PLATES PER (HOT MBE no- OUTSIDE) EACH 50[ O! OOdT.
SECTON ATTACHEO WITH TOC-L-LOC SYSTEM (2) PITET140iATC REINFORCEMENT PLATES
NOT VGWC FROM OUTSIDE) PER SECTION ATTACHED W/ TOO-L-LID:
A
SYSTEM (NOT VISIBLE ra(IM OurSOC)
r---- r =___ •r ____ -I r =_ _ -I
A
OIRSD( ENO
IMF"- Ti r-'----r-'--- r AIRED SraF
I------rTl 1, ='T aE (Ko K.a 'EYED
I P„A CVSOE IWOtE
nn9 KE sn FrK
c
I==__T. I==_H.IHF====rl ====rH •o - --
SAIAP U1LVH 1D01 OPTION
r---_rw. -----I r
I IT I'F---;I I'F ==;I - =T sa ARIL -aEn
4 1114 I,I 14 I I i', arFa.
i T~11F' ---- TWO PANT LOCKING •
p' 'H 4' 'II -1^r_____-, r y'1 INTO DMOf PEEL
V TWD 7t LpGKPK., ' I'F --= TH I',F--=I IMF====TIT . --^t;I S(Ti YA32.
IMD T K PEEL a 14 H'I I I III I I I'1 1-19UT TONGUE AND CROOn JOINTS
I'„
SiEc 36 17•.. tr==_S"t=r= 1"2---- ! !' ---5' a NNSIDES a•'
p S/
BENGAGEMENT SIDES, O!
ODORI) SEE ROCKOPrONS) r_____ r______,,,r_____ r _ -, OPTIONS) r-
1,
1
1 1 ,I 11---AII'
J-=_ - SI Ir-= =i' ----ill LMINK:, OOON
WORN s'-0••I re"FIIINIIYW.
L. OPTIMUMVE
VENTS m1AAEIV411PENT
OPENNO: 60 NN . WIE II•
ODORS 04•
H41 ='I 6 -2 1' t (2) OF 1!'. DOORS 7'' HUT CONSIST OF ( SECTIONS (. OF 21'. ODORS 76•
MICR 5 CONSIST OF 3SECTIONS. S Or t6'. MICH Oro• HH
CONSIST ofsSECTIONS: 2) a :r 3) (3) OF Ia• F[ R SUPPORnNC STIIUCTLNµ
ELEMENTS SMALL BE DESIGNED FAR PROFCSSON& DOWER FORWINDLOADSSHOWONTHISORAWIW
HORIZONTAL MACK SIA'ORT
DOOR II/STALEER (TO
S Fig.16 aI T3
GA, GLV
STEEL
FIAC BRACKET. EACH FASTENED TO WOOD
JAMB MM 3) 3/16".1-
5/45- W000 LAG SCREW.. WA& mwcjq% ION 2-
GAIN STEEL TRACK,
PAOC THICKNESS- ON* 12
M. CALV STEEL
IMCK BRACKET FASTENCD TO IYOOD
ONE 5/14.1_
514' IAMB Willi WOW LAGSCREWPER
NtACKET. TYP 2_1/2'.
12 GL Cf V STEEL TRACK BRACKET 2• GALV. STEEL TRACK
IASTENOD TO TRACK ORACKCrS.
EKN BRACKET ATTACHED VON
ONE I/4'.5/6'
BOLT NUf OB TWO 1/!A• B1VE7S
PaFPAMTION JAMB CONFIGUM OF ,
MASCrhfff-
CATEGORY:W8
AI MAR. ODOR
MOTH . 9-
0'
EASE 1R11AfON TOM OF OpnoML
VENTS O
MVW VENT
OPENING: 60
IV' END STU 3L 90.1 ENOl
EICAC[S SITED
NIO A11FAL OUTSIDE LOOK.
ONE LOOK ON
HANDLE
SICK OCK
Go L0com
OF
DOOR EACH Ni'"EA04 ON
L®
1p1101/-
Rj!C[%ZKMnTOMSIDEOrFROCKRARLOCIRCOODORINSTµLORMJE)a RETAIL MIL DESCRIPTION
MgB1 - TRADITIONAL RD PAN
7 1R NOR SKI GWT 44W
2.00 24 CA EKTCRO
I SKIN: ELEGANT RAISED -13. 4401 1 A 1 24 G.
EITTEROR SKIN. FLUSH PANEL 301 i z7 u QTEaIDa SKIN:
AWSH NiIIEL E m W. MCI.. Jlp NJAGDI7SKIN; SOCOMEFILLEDCW14KLSEPAATCSfR(Rlr
ATO'BAC11 SIN OF
DOOR 2. TRACK Ig3' Mot, if DENSITY
EKM1YOEO POLYSTYaENE ram INSULATION LAMINATED SUPPLIED
BV MLON
MANU(ACU ING)
TO BOAT ARM AND INTERIOR SINS
12 GL GLV. STEEL TOP 4
BRACKET. El 61NCKET AITACTED /t.
S/B' ]IEEE
MR4LR SCREWS
asHTKw w-w 14 G.
MV.
STEW OO 27
a YIN EXTERIOR STEEL SKIN
11KM (4) 1/.,.3/4- SEV YIN. YIELD S7(ENGTM 26 KS,
TAPPING SCREWS PIER U-6AR. DRAWING OMlf1Y WITH G-60 CAIV- (
2) W EACH END a (3) BRACED -ON POLYESTER PANTED TOP AT
LINTER MACE LOCATION. COAT APPLIED TO OWN SEES Or
STEEL SINK 21 GA INTERIOR
STEEL 3KN 104 WNC OUAUTYI MR., G-4p GALV.. OWED -ON
PRNER AHO A aWEO-ON POL1ESr(R RANTED TOP
COLA' APPLIED TO BOTH SIDES Or STCCL
SKIN 13 G GLv. STEEL 60TT0ET M
BRAO. ATwCNEO WITH (2) /1M3/6' SHEET METAL
SGRLWS. A u Hum EXTRUSION Jr VINYL IIEAMDljTRF,
4) /14.6/5
SHEET METAL SCREWS
CIA 7 (y 1/4-.3/: SELF
TAPPING
SCREWS -`
rae HN[r to aLIE EINCE INTER
NWNGES r1E 2.5 VERTICAL WOW
JMES ARE
TO BE GRADE 2 USED ON 2A GA (KR ICRO..y, OR OETTCR YELLOW PINE NO LOADIS TRANSFERRED
SIN ODOR YODELS . TO TW HORIZONTAL (FOP) JANB ALL JANG FASTENERS .. ..'
WAY BE (BUT NOT RECURCO OOUNERSRAN TO PROVIDE
A COSH MGUNTNC SURFACE. 2.6 WOOD IMB
CAN BE ARCNDREO TO WORT RORFORCED CLOCK KILL OR CONCRETE COLON BLOCK CELLS SHALL
DESIGN 10AOS: +4a.0 PSF ! -60.0 PSF. 6E FILLED MTN CONCRETE MHO RENIORCEO WITH CW "
UM TEST WADS: J•72.0 PSF 4f -90.0 PSF. STOP MOULM4C BY DOOR IS OW EXTEIOPO MO
THE rOOTNL AND INr0 TIC BUMS. b0 W00p JAMB ANCHORS STA TI ,AT NO
WO (Lem ' MOM OMOMCONCRETE y,: NSTALLOR (TO Sur) ANCHORS CAN 04: ATNONONETHANa' rOON BOTTOM 16 G. GLV. STEEL (NO STIR AND 14'
OC. OZ 3/4'..' 0-3/4" CMBEO) 00 STILTS MELD BY "INGc SOEWS) M 190
TDI AND C24 `NCnNG AT NO NONE THANTr =Kym Mm T ' ROW K4W= CODE 7N OA
la-1 N
IB CA. MN.
CALM. STEEL CENffR LofNG[ r^ .
110 TO -El SHIN W/(. DESIGN (NGr4ol E
DIYRION 1 GRIT /(I I.S/6 SHRT (E7AL Rp15
MARK
W WESIEWELO l 14 CALL GALV. STEEL ENO MINCE FLORIDA REOSTRAOW
NW "4" O Mulls (,m CMWLLV ;E
OFFICE FASTENED TO ONO SILTS w/(. EACH MECHANICAL EIIONECRNG % ' 1.
S/e' SHEET METAL Ara _- ACCEPTAIfCE
N0. 4-
W 1/.•.3/6' SELL' TAPPING
SCREWS• Clopa 312
w MUF STIT PRllltlETs COMPANY 2M/01. 2400/01. H06. 3I w1. STIEEI 11 IB HmPTp STEEL ROLLE3t. STOIC
TPOO .•w N• yr,,,, , . , .. 1 8ui1d7ng
Producls CICI C TI. 202 w B Dm
n TOTS MODELS: 2400, 2401, 4300,
4301, 4310,
4400, 4401, HDG
STRUT PLACEMENT SHOWN IN GREEN