HomeMy WebLinkAbout437 S Scott Ave (2)w r`d Ivn d
Wt`ndows
CITY OF SANFORD PERMIT APPLICATION door
Permit #: Date: 7 RECEIVED
Job Address: t I S ; 5LC •-l" _ I AD7TEL :2::7 : FFR 1 4 2006
Description of
Historic District: D Zoning: Value of Work: $ 2 • Iry
Permit Type: Building V Electrical Mechanical Plumbing Fire Sprinkler/Alann 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
ff
Occupancy Type: Residential f
S Com; renal Industrial Total Square Footage: 5
Construction Type:_ # of Stories: _ L # of Dwelling Units: _ Flood Zone: _% (FEMA form required for other than X)
Parcel #:
Owners Name & Address:
Attach Proof of Ownership & Legal Description)
Phone: -it Y)— _I —
Contractor Name & Address:
State License Number: C Imo] I a- 1 J 2 _
Phone & Fax: of — 4 1/ Abl— cnta Person: —k,tAn. r 5f IL Phone: 4-6,'416 — 5 '5 eK /
Bonding Company: /) /i 1
J '%'`
Y G
Address:
Mortgage Lender:
Address:
Jay
Architect/Engineer: V I t Phone:
Address: Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction_ 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 ofthe 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 perm s v rificat'on that I will noti a ow er of the pr pe of the requirements 1 "da Law, F 13.
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Owner/Agent Date Signature
ofA
ontractor/Agent Date
4 /1'r,-X .1,, c 1CreV 1T /r'o I'v` /h ' Agent Z
Sig
ature
oi`AFot-State of Florida '' R.bDak RW* aP My
Commission
DD217964 ad; Expires
August 12, 2007 Owner/Agent
is V Personally Known to Me or Produced ID
Print Florida
Vt .
MY
Commission D0217964 a w0*
0 ExPKes August 12, 2007 Contractor/Agent
is Personally Known to Me or Produced ID
of 07
APPLICATION
APPROVED
BY: Bldg: Zoning: tilities: FD: Initial & Date) (
initial & ate) (Initial & Date) (initial & Date) Special Conditions:
V
L_
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 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.
I, 5e-,)w 0J) igpn5_%_ Lh , 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 b law on the permitted s cture.
V, 40 G Owner/
Builder Signature Date Print
Owy&rff vilder Name _ z-
07/0 1Signature
of ota of Flo Date Owner
is Personally Known to Me or has Produced
ID Robbie
A. Riebei My
Commission DD217964 a
w Expires August 12, 2007
437 S. Scott Avenue
Sanford, FL 32771
Scope of Work
To correctly re -enclose an existing covered carport for a sealed storage area.
1. Pour over existing slab to bring new slab up to the level of existing house floor.
Finish floor elevation with #5 rebar drilled and expoxyed at 24" on center along
perimeter to bond old slab and new slab and CMU knee wall.
2. Build 3 foot high CMU knee wall over slab with all poured cells with #5 rebar at
24" on center bonded to slab.
3. Build 2' x 8' frame wall on top of CMU knee wall consisting of 2x8 pressure
treated bottom plate bolted with 1/2" anchor bolts and 2" square washer to CMU
knee wall, 2x8 top plate strapped to existing truss with simpson HETA 16 at 24"
on center, 2x8 studs at 24" on center strapped to top and bottom plate with
simpson SP4 straps, 1/2" OSB sheathing on exterior of wall with wire lath &
textured masonry finish. New exterior walls to be bolted with 1/a" anchor bolts and
2" square washers to existing CMU walls.
4. Install a 6068 Therma-Tru fiberglass inswing door system per manufacturer's
specs.
5. Install 1- 3040 horizontal sliding window and 1 —1624 single hung window.
Note:
Using only existing electrical locations, none with be added or moved. Replacement
walls will not be load bearing, shear walls only. This will be unconditioned storage space.
Thank you for your time. If you have any questions or concerns please don't hesitate to
contact me 407-416-5715.
Steven Smith — Owner/Contractor
F
EXISTING STRUCTURE
EXISTING BEARING COLUMN
EXISTING
STRUCTURE ENCLOSED STORAGE
1 1
EXISTING BEARING COLUMN
I N
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1
3'10
I
Weathermaster Building Products, Inc.
227 power Court
Sanford, FL 32 771
407-324-2080
407-324-0503 Fax
2004 Florida Statewide Product Approval Numbers For General Aluminum ProductsThesenumbersarepostedonwww,floridabuitdit3g or under their Product asection. Pr approval
FL 5171 Single Hung WindowsFL5170SlidingGlassDoors
FL 5169 Fixed Picture Windows
FL 5168 Horizontal Sliders
ZO 39Vd 31Vd1SIS3M AONdN 08LLEEELOO TT:ZZ 900Z/EO/ZO
RW
B
C
R W Building Consultants, Inc.
Consulting and Engineering Services for the Building Industry
P.O. Box 230 Vahico, FL 33594 Phone 813.684.3831 Facsimile 813.684.3954
ENGINEER'S NOTICE OF EVALUATION # CPSO-203F
Therma-Tru Corp.
108 Mutzteld Road
Butler, IN 46721
Phone 219.868.5811 Facsimile 219.868.5190
DESCRII'TION OF UNff
Model Designation: Constructiontion / Premium Series Wood Edge Steel Door (Glazed) with or without Side -rites:.
MaAmum Overall Nominal Size: up to 8'4 x 6'8 Usable Oat -swing Configurations: X, OXO, XO, OX, XX & OXXO
General Description: The ]lead and jambs are wood Jueasiuing 4.5" x 1.25" with an extruded aluminum saddle threshold
The door panels and sidelite panels are 1.68" thick and consist of two 25 gauge (min 0.018') steel skins for the Construction
Series and two 24 gauge (min. 0.022") steel skins for the Premium Series glued to wood stiles and rails with a urethane core.
The glazed door panels and sidetites are routed to receive %" insulated tempered lip i to inserts manufactmed by Therms TnL
FBC Section 1707 Materials and Assembly Tests:
1707.4.3 Exterior Door Assemblies; 1707.4.5 Mullions Door Assemblies)
Test Description Teat Location Repart No.
ASTM E330 L%W= Static ETC- Rochester, NY Jolt' 11, 2001 61-741-11004.0 Joseph L DoWen, P.E. # 42929AirPrwwueNCTL — q lmb FL May 23 1998 210-2030-1 Barry D. P , P E. # 16258
TAS 202 Forced Entry ETC Rostar, NY July 11, 2001 01-741-11004.0 Joseph L Doldw, P.E. # 42929
NCTL—Orlaod%FL May 25,1998 210-2030-I D. P P.E. # 16238
ASIM E331 wa ETT Raga July 11, 2001 01-741-11W.0 Joseph L DoWeo, P.E. # 42929tiPenetrationNCTL—Orlaado, FLF 25 1998 210-2030-1 1 Bum D. Pmtmv P.E # 16238
ASTU EZffi Air Ukation ETC- Rochester NY July 11, 2001 01-741-11004.0 Joseph L DoWen, P.E. # 42929
14CTL — 2j!!!do, FL Ma 23 1998 210 2030 1 D. Patno P.E. # 16258
TAS 201/203 s1 M>s le
NA NA NA NA
Ride hi—,v-.-,A A - m:.::a..n-...1...m. t cu ,.__:—-------
Thu product nuid be shuttered to mod w»whornedebris criteria.
Desien Pressure IRatines•
Configuration um Size' Design Pressure Ratings
Glazed e X 3'0 x 6'8 47.00 - 47.00
G1azW Single with Sidelites XO OX, O5'4 x 6'8ff 47.00 - 47.00
Std Ahem Astm Coastal AlumAstragal
Glazed XX6'0 x 6'8 40.00 - 40.00 + 47.00 - 47.00
Glazed Double with Sidelites OXXO84 x 6'8 40.00 - 40.00 + 47.00
Installation and Anchorane: See reverse side this page
Use
1. Evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by
ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ;•stings listed
above.
2. For Masonry installations where the snb-buck is less than 1-1/2 inches (FBC section 1707.4.4 Anchorage Methods and
sta)-sections 1707.4.4.1 and 1707.4.4.2) same diameter Tapcon type concrete anchors must be substituted and 1b length must
be such that a minimum 1-1/4" engagement of the Tapcon into the masonry wall is obtained.
Jw
Certification: Florida Professional Engineer - Seal No. 43409 April 22, 2002 Lyndon F. Schmidt
19506 French Lace Drive Lutz, FL 33558
1' jt:,= ;IP,:1
Maximum Size Up To 8% x 61
SEE
W DETAIL W
oQ. C a
yaj SEE W
DETroI E'
v
6
6.0' 6.0"
3.0" 3.0'
6.0" 6.0'
O O
co rc
When attaching Sidelite the above anchoring applies.
SEE NOTE
110x2"LG.
PFH WS
SEE NOTE
110 PFjj4WS PFH WS
110 x LG-
DETAIL Q
Nate:
70 x 3/4" LG. When attaching the strike do
PFH WS deadbolt plates to the strike do
DETAIL C" buck use 110 x 2' Lg. PFH WS.
When attaching the strike do
SEE deadbolt plates to the astragal
DETAIL E' use #8 x 2 1/2" Lg. PFH WS.
I.
C- — When attaching the strike jamb
U sidelite jamb use 110 x 1 3/4"
6"
3"
6
1 3
A"
SEE - W
SEE DETAIL .
DETAIL .C.
W
m
B»
3" 6"
6"
PSO-203f SEE DETAIL F'
N (2)8 X 2 iPFH WS
a, (2)#8 X 2 1/2" LG.
PFH WS
N ASTAL
N
M ALUMINUM ASTRAGAL ALUMINUM ASTRAGAL
I DETAIL E'
L ATTACH ASTRAGAL THROW BOLT
STRIKE PLATE TO FRAME
AS SHOWN.
i
DR1LL THRU FOR DRILL THRU FOR (2)
N N A .357 0 BOLT DEEP .3570 BOLTS DEEP
N ENOUGH FOR A 1" ENOUGH FOR A 2"
BOLT THROW BOLT THROW1A"
3
ALUMINUM ASTRAGAL COASTAL
ALUMINUMASTRAGAL
DETAIL F"
ASTRAGAL THROW BOLTS
AT THE THRESHOLD
NATIONAL ACCREDITATION & MANAGEMENT INSTITUTE, INC.
02/06/04
CBS Builders Supply
TO: Bob Lunsford
FROM: Sharou Durand
Boll: Here is the Plastpro Lnbel. I need more inrormation regarding Therma Tru and Artek. Up toWhatsizeandWhatmodels (Construction Series/Premier). Just let the know. I'll be in the office onMonday, or you can just fax the into. Thanks. 1el-757.258.8808 or Fax-757.258.8815. SharonNAMICERTIFICATIONLABI: t,-SPECS: 4.5011x 0.50"/pull Cold Foil
Manufacturer Stipulates Conformance-1'o: CBS Builders Supply
Clermont, Fl, ANSI
NAMI AS1'M E330 Accredited
logo DP +50/-50 psr Product: Fiberglass Opaque Program -Product
Maaimum'rest Sizes or Glazed US ofO/S Door Certification
FL 1WER1773 Inswing/Utttstiving: 610 x 8'0 (
inel Sngi w/ or w/o Sidelites) Accreditation
No.110651
NCTL-2 I v- 1993/202411987) Plastpro
PRODUCT APPROVAL SUBMITTAL FORM
EXTERIOR DOOR Submittal Date:
For Bldg. Dept. Use Only
Control/Permit #:
1.0 Detailed Product Description 4.0 Specific Installation Requirements
1.1 Manufacturer: NAN YA PLASTIC / PLASTPRO 4.1 Type of Openings: Masonry, Wood Framed, Other
a. Model Name: DISTINCTION Jambs
b. Model Number. OUTSWING a. Fastener (Type & SizE); SEE DIAGRAM
c. Unit Size. 6'-2"x8'-3/4" b. Fastener Spacing: SEE DIAGRAM
d. Panels (Number &Size 2-2 -11 3/4x7 -11 1/4 c. Min. Fastener Embedment: SEE DIAGRAM
e. Rated Uniform Air Pressure Capacity (Based on Test Data)
d. Max. Shim Spacing: 1/4"
i. Negative (psf): -50 PSF
Sill
a. Fastener (Type & SizE): SEE DIAGRAM
ii. Positive s +50 PSFpf)' b. Fastener Spacing: SEE DIAGRAM
f. Impact Resistibility x lbs No
c. Min. Fastener Embedment: SEE DIAGRAM
G. Egress x )bs No d. Max. Shim Spacing: 1/4"
Head
2.0 Material Characteristics a. Fastener (Type & Size): SEE DIAGRAM
2.1 Door (Type & Thickness) FIBERGLASS - 1 3/4" b. Fastener Spacing: SEE DIAGRAM
a. Jamb: (Type & Thickness): WOOD - 1 1/4" - 4 9/16" c. Min. Fastener Embedment: SEE DIAGRAM
b. Still: (Type & Thickness): BUMP ALUM. MIN. 1 /2"x4" d. Max. Shim Spacing: 1/4"
2.2 Glazing 4.2 Buck
a. Glazing Material: (Type & Thickness): N/A a. Type/Material: WOOD
b. Glazing Method: N/A b. Size: 2 BY AS REQUIRED
2.3 Hardware c. Configuration: BEHIND VERT. JAMB
a. Description of & Location PASSAGE + DEADBOLTS
d. Structural: Ifs X No
b. Locking Device: KWIKSET
4.3 Optional Graphic Illustration X Ifs No
2.4 Weepholes: NONE
If yes, please attach drawings. If illustration is added,
said attachment must accompany this form.
2.5 Type of Weather-stripping: COMPRESSION
2.6 Additional Reinforcement:
2.7 Location & Type of Required
Field Applied Sealants: LATEX CAULK - JOINTS JAMB
3.0 Limitations DOUBLE OUTSWING OPAQUE DOOR +50.0, -50.0 PSF
4'-0" TO 6'-0" WIDE x 6'-8" TO 8'-0" HIGH
3'-0" WIDE x 8'-0" HIGH DOUBLE OR SINGLE GLAZED SIDELIGHT
5.0 Mandatory Tests
CERTIFYING
ENGINEER &
TEST DESCRIPTION TEST LOCATION TEST DATE TEST REPORT # LICENSE NO.
Uniform Static CERTIFIELD TEST JUNE 5th TO CTLA-924W RAMESH PATEL
ASTM E330-90 Air Pressure LABORATORIES SEPT. 22nd P.E.NO.20224
AAMA 1302.5 Forced Entry ORLANDO FL 2002 SAME SAME
ASTM E331-91 OR
ASTM 547-93 Water Penetration SAME SAME SAME SAME
ASTM E283-91 Air Infiltration
SAME SAME SAME SAME
Leakage
If comparative analysis was used please indicate *s X No
6.0 Supplemental Tests (Optional Tests)
CERTIFYING
ENGINEER &
TEST DESCRIPTION TEST LOCATION TEST DATE TEST REPORT # LICENSE NO.
FBC 1626.2 * Large Missile CTL 6/5 > 9/22 CTLA-924W RAMESH PATEL
FBC 1626.3 * Small Missile
7.0 General Notes
7.1 Test reports are not required to be submitted.
7.2 Application for building permit shall include (2) originals of this report, signed and sealed by a Professional
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GENERAL AL.UfJjjV UjW CQP, p
HO ONTAL MULLION DI=SIGN LOAD CAPACITIES
EXTRUMD ALUMINUM TUBE MULLION #I445
WHEN USED FOR MULLING TRANSpM
FLANGE
UoRomMULLION
OMULL
SPAw 53X00 61.000 NEW. ,
74.00o 98.000 106.250 26.
000 222 153 92 38 26 38.
375 198 135 80 34 23 50
826 180 126 74 31 21 54.
825 189 125 72 30 21 5S.
625 189 125 72 30 20 63-
000 189 124 70 28 xo 72.
000 189 124 70 28 19 NOTES:
CHART
APPLIES ONLY TO R.-XTRUDEpALUMINUM MULLION 01445 UWD HOR=WrALLY. OHAkTASSUMESTRANSOMHEIGHTTOBEONEHALFMULLKMSPAN, WINDOW
HE*7fTs SHOWN ON'Y' A)W OF CHART OESIMATL, HEIt3HT OF WINDOWS BELOWMIIiJONANDDONOTINCLUDETWIMSOMHEIGHT. READ
MULUON SPAN AND YWINDCVV HEIGHT IN INCHES. DESIGN
PRESSURE VALUES ON TH15 CHART ARE IN PSF, PF:
WPARED BY: PRQZWCT
A APPLACATlON C`NGm&&NG,1NC. 250
NTERNA71ONAL PARKWAY SUITE
250 HEATHROW,
FLDPUDA 32748 CAamMQ 1-
PHONE
407 805-C'.3561 FAX 407 80SMS6 2002 D1u1201
r
0
INSTALLATION
MULLIONANCHOR
ANCHOR
1
MULL10N (TyP') BRACKET
ANCHOR
BRACKET-- CEWRAL FLO&MA Bo00
MANUFACTURERN .e
VANDOW
FRAME JAMB
TYP.)
R F
8 SELF TAPPING
SITS (TYP.) -
MULLION
DIE NO. 1445
SECTION A -A
wilco
n
a
li
EXTERIOR ELFVATION
owG No:
CEN-0452
MULLION 6A 1l
I DIE NO. 1445
f'
f
I
I
I
INSTALLATION
ANCHOR
TYP.)
4
Q
4
SUBSTRATE
4
jI[
SECTION B--B
SEE NOTES
2 & #3 j
NOTES:
1) MULLION' INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, 01JE NO.
1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE 154NDOWS SIDE BY
SIDE.
2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE YWTH .3J16"
DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN.
EMBEDMENT INTO CONCRETE OR MASONRY.
3) IN WOOD FRAME CONSTRUCTION. ATTACH MULLION TO SUBSTRATE USING #10 I
SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MiN. EMBEDMENT INTO WOOD
FRAMING,
4) MULLION ATTACHMENT IFa SECTION B—B IS TYP. AT MEAD & SILL.
GENERAL ALUMINUM CORP.
CARROLLTON, TEXAS
URI- FIN VERTICAL MULLION INSTALLATION DE TAIL
y ALUMINUM TUBE MULLION. DIE NO. 1445
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REVISIONS
A00 • 4RST 124 .A S'TEF SKINT µN W' 0.10 qk %) REV. N0. ZONE DATE: ECN N0, APPVD: DESCRIPTION
fCL°-lq I
I - I - I - - I - I -
p" an wn Olt
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TOP. BOTTOM k CENO).
i•NflY 'Y EA OA OALV. SR/1 MO OMCKCT.
EACH fASTDNED TO WOOD JAMB Wf}II
J (
3) s/u'aI—a/B• w000 vD scRors.
DOUBLE TRICK
fr !IiM_TON Low HbDR00Y I!
4 C
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iR
N C
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N Y . TRACKK THICKNESS: TRACK.
L•
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g -
0
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r7r=1 TWO POINT1DC101O P (`)
TRACK °RACKLiS SIDE -
S PA•;y U/R TO BRAG%CT
DOUBUB TS NNNZOMK
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4 revmlr TR•rrC
20
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LL ARID U-BN 0 ON
BOTiOYQ
SECTION
i
SECTION. `
a.
ql/
IFST YRK lCREM! LOOAION
OF A WITS -• ®•
OPTIONAL, ONSIDE KLYtD IOCN POSITIONopot ) HAILDOOR
MOM IIr-0' T/APPWIl 601MWWS. i o
tA raDle
MIND" IRON iRAYC
wTlll U.Y. i q1
1-1 { 0 ICI. .>,..•. i. DOORO, UP
ro Y-0' 111011 CONSIST Of 1) 6ECRONS ( pW 1j WASNEt REWARM. LA0 SCREWS WY °C WIlNTERSUNK STOP TIOUWIIIO BY DOOR NSTHLEt (TO SUff),,: - DOORS OYE1t
7'-0' HIGH CONSIST Of ( SECTIONS (IiOT SHbMN).NOTE I.
CGTYIO ON
OUTSIDE SURFACE' (pUT KDT RCOIARED) TO PWr1DC A 1111911 1OUNIDIC 10 G yN. OA1,V. STLCI END SIRE •h .• '' "a ACL
NOIIfLONT
JIM DO NOT TRANSFER t11AO. 2=0
YMOW PINE 4We •F" B -1
Doss
DR
so aA
GLLY. MM INTER. sm.i 2• T1DGc
HORDED RODE
LITE &IMMI
13
OA 61LV. SIEEI. TRACK UTE RETAINER
5,AC1(ETS iASTENED ro WOOD JWeJ ;• ,• 20 GA.
MIN.-MM /BJ/{• PAN HEM SCR[W MM ONE 5//0' I.A6 sCJtEW :.. MN COATED
WITH 0-40 .MN. (10 SCREK KR LTTE) a4 N 20 CERERS (C-BD PER fR.4Wi BRACKCI. CALVANILN°, B
KED-ON PRIMER. ) 011 34'
CDIRR° (2.000 PSI WIN. CONCRETE) OR 7/10' I.D. ROUND PUSH :1'..• AND A
BAKED -OH POLYESTER SNAP LATCH EiGAO6 I/{'a{' T/PCON lCRCW° dJ IB-3/4• COMM (3.000 F"15' ER (DOE PER ROLLDt) e10 Ck.CA1.V.'r7' RATER MNCC TOP COAT
APPLIED TO BOTH - ONTD VERT QkL TRACK. P9 YN, fDNCR WASIIOtS MCWDED MITI i,ASIp1ED TO. W/(4) SID OF
STEEL SKN. 1Z OA CALM. STEEL TOP ONE SNAP.IATCH ON SIhVE ANCHORS, 1 4' 00, WK RASHER REWIRED 2. OKV. STEEL TRACT fA371M TO 14 Gl pAyV. gTD BOLTER MIMGE$ /Iha/0'=AIEET YETK SCR ROLLER BRACKET.
CACH R11H TAPCOIS YAY BC COINIIEISUI/K 12 GA G1LV. STFFL TRACK BRACKET!. fASEENED TO Q!D SMES FJCN W/f4) - aRACKCT ATTACHED
W/(4) RRQ, SIItL EACH SOE
Of DOOR. (O( MOT RCOUNED) ro PROADC A ITMSH TRACK ATTACHED ro FAGI °RILKR //14rs(B,I SSHNSEr yE7K scREYfs AHD 14u•/0'
SMET NEIK MOUNTIHO SURFACE. IORQDMK JAMBS DO NOT WTM TWO 1/4'a3/°' BRATS k NUTS `4) I f4 =3/4 °Elf TAPPRIO SCREWS PER CNG WNOL• SHIP LAP
JONIS. TRANSFER • 0, TWO T/4' Olt RAET3. EIW/DLE
END 2' OK SNORT CU. 10 1011 VM ROLIDL 14 OA.
DALV. SM 8 0LL STILE..YB..
C wn MARK WLSIERITED, P.L END E.
EACH TIT , r.
u•TOu of MRS Rr OTHFIML crrnAw a-c FLORIDA P.C. 1 03 4 STRf3 /(
w /DIDtsd/0' MODE HANDLE'• NORTH CAROUNA P,L #23032 3• TALL
U-BAN L Rl-) //C4'R SEP memo ,yMe N nerUOCX OAR 20 0A
CALY. STEEL TAPPING Scitr*L , ,•mN MM OPTION ENNGWO IN DESIGN LOADS: +24.0 PSF k -24.5 PSF WIN. Ytl1.
D 31RENOM: SD NSI OUTSIDE TRACKSON Swl1-
TIC 71E REFPON IBUIY U ETIPR°FLaIDI"a o TEST LOADS: +3s.0 PSF k -37.0 PSF IEWOLE OF
DOOR.IDE RECORDFOR TNC BUADIINO OR STRUCTURE AND N ACCORDANCE 1- 3-
I- 3• TAU r 20 °l GLLK STEEL U-Sh" S1DE MALT MM CU OURDIND CODfS FOR THE WADS LISTED ON owwI. aAv.oa Nlc awRD N RYR I N
A 2-1-2-1 PATTERN kL two 1-flARS STR E I= ENGAGES THIS DRAWN°. NK YAN A RAam UN. (AIaO6L PART NO.: - A 1-
7/B' ON BOTTOM SECTION. CAE{ U ON NEXT INTO VERTICAL SECTOR EEC.
jj. EACH U-6AR ATTACHED TRACK. ONE ' ^. /NNaOTTIC:E, Urw. StoR.a OEnanl.. 3i2 ROYRII 3L Sdta )600 T MTH ,
4'a3/4' sEu TAPPING SCREWS LACK ON NCAfw Nµy PIO GOTS C0. TOLERANCES ar. IDEAL eGo - DH 482D2 Et LOOATION.
OF DOOR. RI. NnIMny..ne me„ eW 7Id W. )-,}y
J8,-IOW D t.03
NL AmeaaN>r®ui FNK N.. 1-313-762-351° M .Isb.W.....,
eANA...I... lief BE, .00 -
t.015 DESCRIPTION: MODEL 6RST W4 16-0 x 8-0: 24/-24.5 DESIGN LOAD SECTION A -A (
sMr Mw a rir evnnu A'w"'If N ,000 3.000 u at oALv. sTm
WTIDY BRACKET. a..ua IN r4n.....r 0000 t-001 DRAWN BY: 8MM DATE: 4/18/00 SCALE: TUTS DWG. R ATGA+Im +RIM (2) %
14.6/0' SHEET"UM SCREWL 1v" ^""O'0 InrO'"` DeOroea . s t/T '
CHECKED BY: MWW DATE: 4/16/00 SHEEP 1 OF , -STYE°• 1.:J k kAUA"W EXIRUMM
Third
Angia f- ._ . .. WIN.. it6tid OU,.nlu REV.'NO. .0'._..--..._ .. Pro).cU0 - DIMENWHS ARENINCHES. DWG. NO.: • t02138 4 3 ^ . } = :-