HomeMy WebLinkAbout134 Circle Hill Rd (2)Permit # : 0(0-- 4b)":11t,
,
Job Address: _1 ,2
Description of Work:
Historic District:
W -, d 1 L-A C( Ca le S
CITY OF SANFORD PERMIT APPLICATION
O005 I`t
•toning:
Date:
D qrs
Ctq gotalSquare Footage
Value of Work: O
Permit Type: BuildingElectrical 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
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required
Owners Name & Address: _aV I UL I t; I L
Contractor Name & Address:
Phone & Fax:
Bonding Company:
Address:
Mortgage Leader:
Address:
Architect/Engineer:
Address:
Phone. !J02 q X 0 I S 7 q
State License Number:
Contact Person: Phone:
Phone:
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: 1 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 \ it is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
GOG
Signature of Owncr/Agent Date Signature of Contractor/Agent
%fu,ld k(46,k,
Print Owner/Agent's Name Print Contractor/Agent's Name
r'1�•s � ' 3 C7 •C.CJ
ature of Notary -State of Flo a Date Signature of Notary -State of Florida
;."• �:;4� JO ANN M. JOHNSON
* MY COMMISSION f DD 285622
Own E) PIIRES a 23 20 8 Cor
APPROVALS: ZONING: UT1L: FD:
Special Conditions:
Rev 03/2006
Date
Date
Contractor/Agent is _ Personally Known to Me or
_ Produced ID
ENG: BLDG:
%Y1CR
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, d J44,*_Lc 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.
Oc,
erBuilder (Signature at
�L�d
Print OwnedBuilder Name
b --3r& -06
*iture of Notary—State o Flo 'da Date
JO ANN M. JOMN90N
*
Owner is Personally Known to 'Me orMY COMMISSION A DD 285621�r T EXPIRES: March 23.2n
Produced 1D�
BOW No 9udpet Nobry Service
MAYFAIR CLUB HOMEOWNERS ASSOCIATION, INC.
Request for Architectural Review Board Approval
The request is to be completed by the homeowner and submitted to the Architectural
Review Board (ARB) for approval before any work commences. If you have any
questions concerning this application, please refer to your Declaration of Covenants and
Restrictions or contact any Officer of the Homeowners Association.
NOTE: All requests must conform to the local zoning and building regulations and you
must obtain all necessary permits if your request is approved by the ARB. This request
is valid for 90 days from the point of acceptance..
TO BE COMPLETED BY HOMEOWNER
NAME: '0 11CA K
ADDRESS:
PHONE: ZJO-1E-7Cj
Describe the chane i.e. — porch, enclosure, fence, etc.
Location: Attach a copy of plan showing location of addition
Specifications: Attach copy of the plans and describe the following)
Dimensions:
Materials: VU 414t
Color:
Liability: I take full responsibility and am personally liable for any damage that
might occur to Mayfair Club Homeowners Association property during the
completion of this roject.
Signature: Date:
TO BE COMPLETED BY ARCHITECTUAL REVIEW BOARD
Reviewed b Date: ,P-
Decision: 7CApproved DI Denied (Circle one)
Comments:
!1C
L.
MAYFAIR CLUB HOMEOWNERS ASSOCIATION, INC.
Instructions for Architectural Review
1. The Architectural Review Board (ARB) request form must be completed and
approved before any work commences on the property.
2. The form must be completed in its entirety by the homeowner of the property. In
its entirety means the following information must be included when applicable:
description of change, dimensions, materials to be used, color, height, etc.
3. When applicable, a copy of the plat map for the property indicating the location of
the change is also necessary.
4. The ARB Request must then be mailed to:
Mayfair Club HOA
P.O. Box 470724
Lake Monroe, FL 32747
5. Once the ARB receives the request, they will contact the owner to set up an
appointment to review the proposal.
6. Once approved or denied, the ARB will notify the Owner through written
correspondence of the ARB's decision.
7. The entire approval procedure may take between three to four weeks to
complete. Therefore, please plan accordingly.
MAYFAIR CLUB HOMEOWNERS ASSOCIATION, INC.
Instructions for Architectural Review
1. The Architectural Review Board (ARB) request form must be completed and
approved before any work commences on the property.
2. The form must be completed in its entirety by the homeowner of the property. In
its entirety means the following information must be included when applicable:
description of change, dimensions, materials to be used, color, height, etc.
3. When applicable, a copy of the plat map for the property Y indicatin the location of
the change is also necessary.
4. The ARB Request must then be mailed to:
Mayfair Club HOA
P.O. Box 470724
Lake Monroe, FL 32747
5. Once the ARB receives the request, they will contact the owner to set up an
appointment to review the proposal.
6. Once approved or denied, the ARB will notify the Owner through written
correspondence of the ARB's decision.
T. The entire approval procedure may take between three to four weeks to
complete. Therefore, please plan accordingly.
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1U/Z5/2UU5 08:37 k.0 646 416 ZZ04 JLLJ nn.'% "t-MU"CC nl
M I A M IDADE
BUILDING CODE COMPLIANCE OFFICE (OCCO)
PRODUCT CONTROL DIVISION
NOTICE OFACCEPTANCE (NOA)
Jeld-Wen, Inc.
31725 Highway 97 North
Chiloquin. OR 97624
FL -53- q
MIAMI -RADE COU W, FLOPJDA
bIETRO-DADS FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
(3D5) 375-2901 FAX (305) 375-2908
ScvP>E:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AH)),
This NOA shall not be valid after the expiration date stated below. The Mianri-Dade County Product Control
Division (In Miami Dadc County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance .purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the A):iJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. DORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and -has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series "Jeld-WeriM Steel" W!E Outswing Glazed Insulated Steel Door w & w/o Sidelites
APPROVAL DOCUMENT: Drawing No. S-2105, oiled "Wood Edge Glazed Door w/ & w/out Sidelites up to
8'4 x 6'8 Outswing", sheets 1 through 8 of 8, dated 12/13/01 with revision 12 dated 10/22/02, prepared by R.W.
Building Consultants Inc, , bearing the Miami -Dade County Product Control Approval stamp with the Notice of
Acceptance number and approval date by the Miami -Dade County Product Control Division.
TMSSILE IMPACT RATING: None
LABELING. Each unit shall bear a permanent label with the manufacturer's name Or logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it ;hall
be done in its entirety.
INSPECTION: A copy of this entire NOA shat be provided to the user by the manufacturer or its distributors
and shall be available ;or inspection at the job site at the request of the Building Official.
This NOA revises NOA 4 01-1224.03 and, consists of this page 1 as well as approval document mzn:ioned above.
The submitted docurnentation was reviewed by Manuel Perez, P.E.
NOA No 02-1216.09
` Expiration Date: August 15, 2007
Approval rate: January 30, 2DO3
Page l
JELD-WEN° Steel
vA130 EWE S.iWCD 111SULAUEO STEEL D66A
OUT51,01•13 6A LIMITS V0J. *,V. WT SIDEL ITFS
,t/ C�fJ�,Ra[ MOI'E5
p1. TNIS PRC+Durr is Or511:NF:u 10 r.,MPLY'NilH YNE FLORIDA
AUILn:,Y6 Cool.
BI000 WICKS Sr OTHE1?5, 1 USf RE AWWRED PRWERLY TO
TRANSFER LOADS TO Tit[ StRUCTOP.E.
3. r.7CtWf ANCUORS SPALL OF AS t.ISTED AND SrACED AS SOCAV-9
NJ Dc7AJLS. VJCH0..Y FUBECUENT TO A4Sd 1A It-.IUAL SJWL RE
KEYOP4D WALL CRESTING OR SfCfCCY1.
.1, {:;SIGHED PFCS'SURF N.AIING SEE TABLE ^aGE I.
:i. IVIS PRVDUr.T mEETS THt wmc.2 RFUUIRrrAErnS Ffi.R "HN;h
HIGH 6'F'LWTY NUJ?RJCANE LONGS" SF.F DESIGN PRESSURC
CHART Owye.
G. 7NIcYgTCAt REOUIFEB '4A413B0,44'L DEBRIS FYTFRN-11
PR`b4CT::1N PRESCRIdFD 114 SkCJION I626 I G'' 7111
JLQR(L1A 94ALUNG ':UVF.
NESIFiNr1AL INSULAILD SKT1 h00R -�
(Commun In o11 frame cunddions)
7 yr 1_ Sir yclionr._
Gelroa.r s toto A- S .mrnerriof quolify - AK(JG per ASTW 670
with:•;le ::Utngib Fy(ove.)=47,376 psi.
[fee s,. s.tti: 24 go. (0.1?:1") minFro." th;0; .s:.
Cure r:e_s,�• L+.pwufrd pr•lyvfyr"-ce •s•.Ih 1.0 to 1.2] 1es. deAzlty
i -try .laid-Wtn, Ine.
r'rgnel L'arr_•Lnsrticn A ah,;inp: Thv arlwe eni imecbre panels are
0 con:hvcfed Own ;NGA. elT.021' min.) galvanized sleet the lace
V theel lop and bLdcros are LAIt 1)0' over the top ohd Goltom raft
e the top rod cnnr•sts al CuL mensurinp 1.67" s 1.042'. The Eotlem
roil is s04 Jormad O.U'L1' gakmnized steel meusuring 1.67' • f.21'.
D Re sides of the foie shtet are roll formed into ft LK ,',lleh sl;h
I` uad PpndeMsn Pine hinie slk whish mmsure 1.67' x 1.0 The
;Ditto- cavil, is Mite w11h ra(y,[Jvenc.•The fere sheet is ,)Iued In
L) the palyslyrene. The poreh; srw rs•uled to receive the 001. or Trinily
a htv frones. nrr snAs are glaze-! with .175" JemFered gins. The
lire frames ore wt gb)zed on the eftelior.
an_Sonwlnn•lign,{r.o!^r;no. The bush is Constnuled (torn i4GA.
1071- m,n_) grflvpnt/rd steel. TAt tdyrr of The Jace steel ere Gent
90' oves the polystvrens cote a•,4 and glued to it. The sashes ore
sswled 'u receive the DAl nr Tr,n;ly rite frames. the unitS m•e
I gfuz•:d s -Ah r,1Dss. The Glc frumes are •wrt 96kitd
t in Ih:xluia.
The homes ore ranstruck" tram F'-meln'oso
f Perm, pwsibs rasmunnq 4.53Y x 1.25•. The hedd jombs r,fr
mcriisws and h•,II Joinrd to JA.- %;C! jd,nGs and ull eked rill- (3)
SCA s //15' e1u-M wise :foples. the unili use a bwnp Jece
a,reshald n,eosefirg 4 041' s 1A'. J.v. IMrshoW is nNached to the
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NOTES,
J. SP.4?.1NC FCP. r9 x 1' PFM SCI&W ATTACIANG Tf1L 1l1KWAM601 ASTRA" TO THE
Rv.Cfnti DXN2 IS AS FOUDI S: TAF DOtrh, J.0, 3.0' 6 S.0 . FROM 104E 801101 IJP; LV,
�.O SO", 220.0" d 30.75-
2. SPAUNC " +3D_. I' PFM SCRsw ATTA:MIAC FHE IIIPEI4MI. ASIIGAGAL 10 THE
I(iAC1JVc OD014 K AS FOLLOI7S: FNf))4 ImE PUP DOINN k 9OITTIN UP; 1,06, 2.5, 4.0', 6.5',
a. U' st 26 0'.
3. S.W'JtvC FQ4 Id a 1 1/'l' PLASCREW IS AS FOLLOWS; FOP Q BOTTOM; (2)
SCREWS J D" IN IRION G4L'H HOR024WAL CORNEA. FRDAF 104E TOP Of THE FRAME DOW14
on IHT 51005; %.O'. 11.0'. 260'. S.J.O', 52.0' k 6.1.0'.
c. !J••ACIti:: roR RaAU 1Af.•.1 AMIL V4'• E. AIFACKING TW! COURIER ROLAVD f0 IIIF.
SfULLITT IS AS FUIIOMS: TOP 6 BOFINM: 1.25" IN FNOM EACH J4ORJ?OFl1'AL CORNER 1WTH (I)
VORC NAR IN THE MIDDLE. SeLICS; 1.25 FAOIA EACH CKD a SIX MORE EOUALLY SPACCD ON
THr F.ELD.
S. WHEN A1l4CHINC TNF STofPcL PLATE TO THE .I VAR ANY) NUCK USE rd 4 2 1/2'
PW 112000 SCREW. WHIM ATTACK -Sir THC 57P.IKE PLA.IE f0 WE JAMB A1,10 5:0ELOM JNAB AT
WE LIVJLMN USE 119 . 7.' PFA IVOOV SrAlw.
E SPACiY6 Jrr%Z F6 • 2.1-- P.lf 1Ao500 SrPrW ATUCHU.L IMF ML)LLoVtIS TOGL7MER IS
AS F CLLOW3; 6.0" FROM FACH VLRIICAL CORNU PAUL (4) NCRC SCREWS FLUAtLY SPN_'L4 A
IOTA' Of (F) SCREWS 1.02 &A,-14 VE07" MULLION,
I 1KL SfLZL)V IS Str_UNLD vITD M/r SIDELJIC JAMB WITH SAICONE CAIAJ; UN INFIC£
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A.CC.'Flo.tE no. 01- 03/y. c c
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SHEET 5 OF 6
DoorCraft Steel-
GLADIATOR and ENERGY SAVER
OUTSWING WOODEDGE STEEL DOOR WITH WOOD FRAMES �
957
GENERAL NOTES
t. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA
BUILDING CODE 1994 EDITION FOR MIAMI—DADE COUNTY.
2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY
TO TRANSFER LOADS TO THE STRUCTURE.
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS'
SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL
SHALL BE BEYOND WALL DRESSING OR STUCCO.
4. IMPACT RESISTANT SHUTTERS REOUIRED.
5. DESIGNED PRESSURE RATING SHALL BE AS FOLLOWS:
—SEE DESIGN PRESSURE RATING TABLE SHEET ONE.
6. SIDEUTES ARE AN OPTION AND CAN BE IN A
SINGLE OR DOUBLE CONFIGURATION.
7. THIS SYSTEM DOES MEET THE WATER REOUIREMENTS
IN MIAMI—DADE COUNTY.
24 go. (0.021) minimum thickness,
25 ga. 0.018) minimum thickness, galvanized
steel A-525 commercial quality — AK Q
per ASTM 620 with yield strength Fy(ove.)=24,600 psi.
Care design: Expanded polystyrene with 1.0 to
1.25 lbs. density.
Construction: Steel face sheets lued to expanded .
polystyrene (EPS), . with wood rods and laminated
veneerd lumber stiles and o wood lock block
reinforcement.
The head iambs and side jambs
roger jointed pine measuring .5625" x 1.25 The
h .0d and side jambs ore mortised, butted and joined
using (3) 7/8' x2* wire staples. The threshold used
is an aluminum outswing bumpface measuring 4.625'_1),,
Cn
74.5" MAX. OVERALL WIDTH 68.5 MAX. OVERALL WIDTH
TABLE OF CONTENTS
SHEET N
DESCRIPTION
873.684.383[
COMMON (GENERAL NOTES, TYPICAL ELEVATION)
2
VERTICAL CROSS SECTIONS
3
HOIZONTAL CROSS SECTIONS 1/3. 2,3 k 3/3
4
HOIZONTAL CROSS SECTIONS 1/4, 2/4 & 3 4
5
ANCHORING LOCATIONS
6
ANCHORING LOCATIONS & DOOR MODELS
7
BILL OF MATERIALS do GLAZING DETAILS
Cn
74.5" MAX. OVERALL WIDTH 68.5 MAX. OVERALL WIDTH
CONSULTANTS, INC
36.75" MAX. PANEL 36" MAX.
873.684.383[
WIDTH W/ASTRAGAL PANEL WIDTH
6" MAX.
2
D.L.O.
APPCUvI0 AS CDMPtTIRC INTI TkT
DATE: 12101199
SOUTH 807104 eU!LDINC COOS
SCALE' N.T.S.
D.0 - 0o
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DOOR ELEVATION SINGLE DOOR W/SIDEUTES ELEVATION
105.25' MAX. OVERALL WIDTH
15.5" MAX. J7.5"
21.8175" 14' MAX. FRAME WIDTH MAX OVERALL WIDTH
Liji ii
o0
X00
3
$2w
m
Ow
`� w
MAX. D. 0. PANEL WIDTH
m
b
F
DESIGN PRESSURE RATING
WHERE WATER INFlLTRATION
REQUIREMENT IS NEEDED
POSITIVE + 50.0 PSF
NEGATIVE — 45.0 PSF
19.625'
MAX.
D:L.O.
SINGLE DOOR El
CONSULTANTS, INC
04
873.684.383[
lV IN
DRIOR)
APPCUvI0 AS CDMPtTIRC INTI TkT
DATE: 12101199
SOUTH 807104 eU!LDINC COOS
SCALE' N.T.S.
D.0 - 0o
Dwc. DT: TJH
_
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PnC9Vr CO�:T:?g!, DIL^{ j;+l
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5-2004
j
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j71
j
m
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DESIGN PRESSURE RATING
WHERE WATER INFlLTRATION
REQUIREMENT IS NEEDED
POSITIVE + 50.0 PSF
NEGATIVE — 45.0 PSF
19.625'
MAX.
D:L.O.
SINGLE DOOR El
CONSULTANTS, INC
873.684.383[
lV IN
DRIOR)
APPCUvI0 AS CDMPtTIRC INTI TkT
DATE: 12101199
SOUTH 807104 eU!LDINC COOS
SCALE' N.T.S.
D.0 - 0o
Dwc. DT: TJH
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PnC9Vr CO�:T:?g!, DIL^{ j;+l
DIUwWC NO.:
:MLD::,.:+I:i�00,.. IC(
5-2004
EXTERIOR
INTERIOR
SEE NOTE /1
CLAZING DETAIL
FML LITE A- CID L
a' cr.ee
SEE NOTE 12
CLA2)N- C I)fTAS
VENT UT
F
Z .125' INSULATED
r^ %- TEMPERED CLASS
N
.Y SfttL in
SPACER 5
.V
.25' AIR SPACE
.125' INSULATED
TEMPERED CLASS
.125' INSULATED
TEMPERED CLASS
.5' AIR SPACE
.125' INSULATED
TEMPERED CLASS
IS AS FOLLOWS FOR SIDEUTES Ar FULL UTES: TDPBOTTOM;
I. SPACING FOR ITEM 130 (/B x 1 1/2" TEK SCREW)pr"::
SIDELITE (2) SCREWS 2" IN FROM EACH
CORNER. FULL UTES (3) SCREWS 3' IN FROM EACHCORNER, & (1) IN THE CENTER. SIDES FOR BOTH; (6)SCREWS 3.25. 13.75', 26.5, 39.375',52.0"
AND 62.625'
2: SPACING FOR ITEM /30 (%8 : 1 1/2" TEK SCREW)IS AS FOLLOWS FOR THE VENT LITE: TDP & BOTTOM2.5" W FROM THE CORNERS k (1) IN THE CENTER.SIDES; 3.25' FROM TOP CORNER & (3) MORE AT 10.375'.
A►NIDYEO AS CDM1lr!NC WI1N MI
om1[ 12 01 9S
SOUTH DUADINC CODE
SCALL
fE N.T.S.
0.1i S o0
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CMwND
5-2004
7 or 7
n
DoorCraft'Gladiator' Wood Edge M -swing Steel Door
Maximum Size Up To 814 x 608
SEE DEVIL
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SEE
r i r
r
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DETAIL
NOTE NO. 1:
t-
WHEN ATTACHING THE
I
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e
HINGE JAMB TO THE
ELITE JAMS USE A
A
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6
r
x'100 f 1/2 PFH WS
_ 4- SEE DETAIL 4'
T- 4.
6-
4'
x
WHEN ANCHORING THE HINGE
JAMB TO SUB BUCK USE A
10 x 2' PFH WS. AND A
9 X 1 ' PFH WS IN THE
REMAINING HOLES.
0
DETAIL 'E'
ATTACH ASTRAGAL THROW BOLT
STRIKE PLATE TO FRAME WITH
2 — IS X 2-1/2- PFH WS
=1b{F
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IS X 2-1/2-
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6-
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x
WHEN ANCHORING THE HINGE
JAMB TO SUB BUCK USE A
10 x 2' PFH WS. AND A
9 X 1 ' PFH WS IN THE
REMAINING HOLES.
0
DETAIL 'E'
ATTACH ASTRAGAL THROW BOLT
STRIKE PLATE TO FRAME WITH
2 — IS X 2-1/2- PFH WS
=1b{F