HomeMy WebLinkAbout115 Anderson AveCITY OF SANFORD PERMIT APPLICATION
I
Permit # % _ Date:
Job Address:
ascription of Worlt:Q
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 _ Nen-Residential _^ Rep{acement New (I3uct layout & Energy Cale. Required)
Plumbing/ Ncw Commercial: # of Fixtures _ # of Water & Sewer Lines__•,_, # of Gas Lines
Plumbing/New Residential: # Of Water Closets —„__ Plumbing Repair - Reside:ntial or Commercial
Occupancy Type: Residential _— Commercial _ Industrial -__ Total Square Footage -
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: PENIA, form required for other thA%.X)
Parcel #: \ - q - 31' `JZS_O COO - 0312> O (Atiarb Praof of 4waeraltip &c Lngal Description) Owners Name Rt Adtlrcc: -Gkz 4 Gar%,, a -±
a.
J..: 3 Z-i--L_ _ —Phone: O -1 , Contractor
Name &Address: _ yLr joo.tir `tQJY Q . r ,
Zl (
LVTJ 7Lr+ . QC I- `. 48 o --
State License Number: C(L 1-ZSOI49 1 Phone &Fax: Q`. (QQ(p;Og'b F_ '• ontact Person: ^^ .107. k9 _0f ao./' s _,_-_Phone: Bonding
Company: _ Address:
Mortgage
Lender: Address,• _
Architect/
Engineer: Address:
Phone:_
Fax:
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or inqulllation has commenced prior to the issuanceofapermitandthatallworkwillbeperfntmedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I mdersmad that a acparatr- permitmustbesecuredforELECTRICALWORK, PLUM RTNO, SIGNS, WELT S, POOLS, FURNACES, BAILRR3, HBATIiRS, TANKS, and AiRCONDITIONERS, etc. OWNER`
S AFFIDAVIT: I certify that all of the lbregoing information is accurate and that all work will be done in complier cs with all applicable laws regulating constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. iF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORERECORDINGYOURNOTICE. OF C.OMMENCEMEN7'. h=-
QE-: In addition to the requirements of this permit, there may be additional resinictions applicable to this pmpnrly that may be found in the public records of thiscounty, and there may be additional permits required from other governmental entities su li
water
mail prammt: diadems state agencies, or federal agencies. AcceptanceofpermitisverifirationThaitwillnotifytheOwneroftheproperlyoftherequirnnFloridaSignature
of Owner/Agent Dale
o _ __ _ Print
Owner/Agent's Name Signature
of Notary -State Of Florida Dare Owner/
Agent. is Personally Known to Me or Produced
ID _ ISIOL
APPLICATIONAPPROVEDRY: Bldg: Zoning: initial & ate) Special
Conditions: 6
Name
of
ft6blE BLANTOIQale MY
COMM)SSION # DD t OMI EXPIRES:
February 25, 2ow 9'
0rsonii` 9"rA4 f41t1tM1FW re. Utilities:
nitial &,
pate) (initial
FD:
al &
Date initial & Date)
From: Michelle Snyder To: Dan Decker Date: 10130/2006 Time: 8:36:40 PM Page 1 of 2
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
Total-.$701.57 Stock Sanford TP-stl 407-323-2198 0287
s s
FDavioJowmsou, CFn. ASA
PROPERTY
APPRAISER Q
m
SEMINOLE COUNTY FL. C
1 tot E, FIRST ST
m
Hi ••,
6ANFOND, FL 32771-1465
407-665-7506
E
2007 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 31-19-31-525-0000-0380
Number of Buildings: 1
Owner: JOHNSON GERTRUDE &
Depreciated Bldg Value: $101,122
OwnlAddr: JOHNSON GARY
Depreciated EXFT Value: $0
Mailing Address: 115 ANDERSON AVE
Land Value (Market): $24,000
CIty,State,ZipCode: SANFORD FL 32771
Land Value Ag: $0
Property Address: 115 ANDERSON AVE SANFORD 32771 Just/Market Value: $125,122
Subdivision Name: WASHINGTON OAKS SEC 2
Assessed Value (SOH): $114,981
Tax District: S1-SANFORD
Exempt Value: $25,000
Exemptions: 00-HOMESTEAD (1994)
Taxable Value: $89,981
Dor: 01-SINGLE FAMILY
Tax Estimator
SALES 2006 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp Qualified
Tax Value(without SOH): $1,864
WARRANTY DEED 12/1987 01923 1658 $41,500 Improved Yes 2006 Tax BIII Amount: $1,386
WARRANTY DEED 01/1977 01136 0716 $22,500 Improved Yes Save Our Homes (SOH) Savings: $478
WARRANTY DEED 01/1973 00997 0142 $19,100 Improved Yes 2006 Taxable Value: $76,786
DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this Subdivision ASSESSMENTS
LAND LEGAL DESCRIPTION
Land Assess
Frontage Depth
Land Unit Land PLATS: Pick... —
Method Units Price Value
LEG LOT 38 BLK C WASHINGTON OAKS
LOT 0 0 1,000 24,000.00 $24,000 SEC 2 PB 16 PG 87
BUILDING INFORMATION
Bid
Bid Type Ext Wall Bid Value
Year Base Gross Living Est. CostFixturesNumBitSFSFSFNew
1 SINGLE 1973 5 1,108 1,406 1,394 CB/STUCCO $101,122 $119,671
FAMILY FINISH
Appendage I Sqft ENCLOSED PORCH FINISHED / 286
Appendage / Sgft OPEN PORCH FINISHED / 12
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed
Porch Finished, Base Semi Finshed
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad
valorem tax purposes.
Ifyou recently purchased a homesteaded property your next ear's property tax will be based on JusWarket value. htip://
www.scpatl.org/web/re web.seminole_county_title?parcel=3119315250C00038... 10/30/2006
DETAIL STARTS HERE
INSTALL PURCHASE ORDERS Date: 10/24/2006
Page: 1
FROM: HOME DEPOT U.S.A., INC. FAX: (800) 426-6791
STORE 0261: W COLONIAL PHONE: (800) 908-9105 Ext.
7022 W COLONIAL DR
ORLANDO, FL 32818
Use this number to invoice The Home Depot) P.O. Nbr 61476702=====__
For customer: KING, MARK=====__
140-762EXTERIOR DOORS (NATIONAL)
INSTALLATION SITE:
KING, MARK
6700 FAIRWAY COVE DR.
ORLANDO, FL 32835
CUSTOMER NAME: MARK KING
PHONE: (407) 297-6934 WORK
ORDER: 262555 REF #: I35
MERCHANDISE TO BE INSTALLED:
REF # SKU
S3301 466-291
53302 466-291
53303 466-291
53304 466-291
QUANTITY UM
1.00 EA
1.00 EA
1.00 EA
1.00 EA
PHONE: (407) 297-6934 Ext.
TRIP CHARGE: $350.00
Ext
ITEM DESCRIPTION EXPECTED ARRIVAL
R.O. 34 1/4" X 82 1/8" 10/27/2006
CONTINUED) 10/27/2006
R.O. 34 1/4" X 82 1/8" 10/27/2006
CONTINUED) 10/27/2006
MERCHANDISE WILL ARRIVE AT SITE VIA THE FOLLOWING:
Call Store to schedule pick-up of the following merchandise:
REF # SKU
53301 466-291
53302 466-291
53303 466-291
53304 466-291
QUANTITY UM
1.00 EA
1.00 EA
1.00 EA
1.00 EA
EXTERIOR DOORS (NATIONAL)
0.00
ITEM DESCRIPTION EXPECTED ARRIVAL
R.O. 34 1/4" X 82 1/8" 10/27/2006
CONTINUED) 10/27/2006
R.O. 34 1/4" X 82 1/8" 10/27/2006
CONTINUED) 10/27/2006
BASIC INSTALLATION LABOR INCLUDES:
PREHUNG DOOR (UP TO 72" X 80")
Quantity: 0.00 UM: EA Price Ea.: $376.00 Extension: $0.00
LIMITED POWER OF ATTORNEY
1 hereby name and appoint:
Printed Name of Appointee
C ktr Pe o'n A -I Compm y Name of Appointee
to be my lawful adomey-In-fact to act for me in applying to
Government CommercialfResidedial Permitting for a permk enabling v0ork to be
performed at the location belomAesc ribed and to sign ,my name and do all things
necessary to this appointment:
Section
19 Township
Row
Gj ZS — Subdivision
pG00 Block
03 W Lot
11 Pmj9d Address
G QAnLx _ Mcx, ---Owner of Property
1(c cvlennor. fksTso+F -_— _Owner Addrese
Signed:— dG
oe Md CmWGW a WWWO
Date: //-v Z -06
Cerwed t ontnmdor:Ji _A_i;E T. Aft- 4 r_—
prinMd neme
Contractor Lioense *:_ CBG /ZSOS/ f --
Ste of
gcoouunty d )
fie
So me or v*w hem produced
F0reWpxWd0 m%0*4Z5 Ua
G. Johnson Residence
115 Anderson Ave.
Sanford, FL 32771
Replace side entry door unit.
Opening will meet 35 PSF +/- requirement
M IA M FDAl7E
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
305) 375-2901 FAX (305) 375-2908
NOTICE OF ACCEPTANCE (NOA)
Jeld-Wen, Inc.
31725 Highway 97 N.
Chilogain, OR 97624
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ). .
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series "DoorCraft@" 6'8" W/E Inswing Opaque Insulated Steel Door w/wo Sidelites—
Impact Resistant
APPROVAL DOCUMENT: Drawing No. S-2166, dated 11115101, with revision 1 dated 03114102, titled
Inswing Opaque Wood Edge Steel Door up to 107" x 6-8 Unit", *sheets l through 7, prepared by R. W. Building
Consultants, Inc., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance
number and approval date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
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.
TERhMATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page I as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
AdMIL NOA No 01-1218.06
o . Expiration Date: August 22, 2007
Approval Date: August 22, 2002
Page 1
DoorCraft WOOD EDGE 736. OVERALL MAX. FRAME WIDTH OVERALL
36.625' MAX. • FRAME W7DTli 15.5" MAX.
PANEL WIDTH 36' MAX. 36- MAX FRAME WIDTH
WOOD EDGE OPAQUE INSULATED STEEL DOOR W/ASTR
OT
I
PANEL WIDTH 14' MAX. r 14' MAX.
WBNONL;f"UNITS W/AND WAOUT SIDELITES I PANEL WIDTHPANELWIDTH PANEL WIDTH
GENERAL NOTES
THIS PRODUCT IS DESIGNED TO COMPLY WITf FLORIDA ® ® ® ®
rBUILDINGCODE.
WOOD BUCKS BY OTHERS, MUST SE ANCHORED PROPERLY W-ACIK ACTTYE x
TO TRANSFER LOADS TO THE STRUCTURE. x c
PRODUCE ANCHORS SIMI. BE AS LISTED AND SPACED AS = W oSHOWNONDETO.S. ANCMat ELIBEOMMT TO BASE MATERNL
SHM.L BE BEYOND WALL DRESSING OR STUCCO. / r a
DESIGNED PRESSURE RATING SEE TABLE PACE I. a B" MAX• 6_ MAX'
THIS PRODUCE THE WATER REOUIREMEMS D.L.O. 9 D.L.D.
FOR 'KVN M NUR E ONES'
r N
THIS SYSTEM REWIRES WINDSORNE DEBRIS EXTERNAL H
PROTE)MON PRESCRIBED MI SECTION 1626.1 OF THE
FLORIDA BUILDING CODE FOR SIDEIITE•S ONLY, in
ro
SIDELITES ARE AN OPTION AND CAN BE USED IN
A SINGLE OR DOUBLE CONFIGURATION.
d
RESIDENTIAL INSULATED STEEL DOOR Co
Common to all frame conditions)
leaf Co'
i
crNCLEE w/DE LTEsicWecheats: 24 go. 0.0207 minimum thickness. ALt UM1S ARE VIEWID
INSWING UMrlvonizedsteelA-525 commercial QGquol,ty - AKDOFRON
or ASTM 620 with yield strength Fy(ove.)25,675 psi. 3 107' OVERALL MAX. FRAME WIDTH
Expanded polystyrene w 1 0 to MAx. FRAME WIDTH 36.625' MAX. 15.5' MAX.
s density, by Jeld-Wen, Inc. 36' MAX. FRAME WIDTH
T1Nr active and lacetive panels ore ctnstrueted 36' MAX.
MAX.
PANEL WIDTH
PANEL WIDTH 14' MAX.
7n 24GA (0.020' min.) goNonired steel. The fact sheet top ow PANEL WIDTH PANEL WIDTH
W/
PANEL
MAX.
d bottoms ors bent W am the top and bottom rode. The top
I consists of LYL measuring 1.67' x 1.042'. Do bottom roll is
I fomwPS' x 10' x 0.831' feel msoawinfi 1r box tat o
with
1.645' x 3.0' x 0.831' a pressed Foe boom of each r r
mei attached w/0.5' x 2.0' wire staples The sides of the fact Im IN -ACTIVE ACTNEt+ _
Not ore reO famed into fhb LVL latch able and Pondereso Pine = ' p
1ge ebb wtkh meesure 1.67' x 1.0. The Interior coWly is
sd with pa"pene. 7ho two shed Is glued to the porystpao. r a
ah gyp ,fimp, The sob is constnreted from 24GA (0.020' I * r
h.) galvanized steel. The edges of the Eon sheet are bent W 0
a 6' MAX. 6' MAX
or the poystyrwm sore and and glued to R. The coshes are D.L.D. D.LL.D.
uted to mewthe OOL
g(
HHzPeePoWapylsne Themof0—P6-30FIW91) • H
ones orofitsnled wRh OSD gloNng compound oonn tthhegwith .125' edore rote am The
frames are constructed from Pondwaso on roe jambs
mooswinq 4.563' x 1.25. The head iambs are c r c ortlsed and
bun jokoed to the side )vmbs and attached wRh (3) Gt 2'
x 7/16' crown wire staples. The uats use o slope WON@ aluminum
threshold measuring 4.562' x 1.1737. The reshoid Is
attached to the frame with (3) 16Gk 2' x 7/16' own wire
staples. DOIA1dS UdIQ INSIVINE. G DESIGN PRESSURE
RATING WHERE WATER
INFILTRATION REQUIREMENT IS NOT NEEDED WITH WINDJAMBER
II WITH IMPERIAL UNIT TYPE
ASTRAGAL ASTRAGAL SINGLE h
DOUBLE +70.0 sf—70.Opsf +57.Ops1—57.Opsf swrLE t
DOUBLE W/SMETES +70.0oal—70.Opsf +57.Opsf—57.Opsf e, s.
tu..ea1 aw: 11
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PANEL THK. Ili
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S-2766
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1.15' MIN.
EMS.
i 26 = 25' MAX. p
SHIM 1HK.
10 ,.,
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f 3' MIN.
kCTNE ACTIVE C—SINK O
13 SEE NOTE
7 1 a1
1 SHT. 4 1
J61TMOR
ASTRAGAL RETAINER BOLTS (4) v
19
BOLTS TOTAL (2) 8.0' L r
312' DIA. O TOP It (2) 8.0' L 27 34 42
JAB S
x .312' DN. O BOTTOM 13
f
17 6 1 , 7
WIND" ERB I R6BJ
26
3 HINGE .IAMB TO BUCK
5
8 S NOTE
SEE DESIGN PRESSURE RATINGICHARTSHEET1
C (
BY//"
1@K
SEE NOTE
sr
2 SHT. 4 I JNlE81GB
o
ASTRAGAL RETAINER BOLTS (2)
TOTAL, (1) 9.0' L x ALUM. RETAINING SLIDE
312DIA. O TOP O (1) 3) 1.0' x 4.5' x 0.565' 9.
0' L x .312' DOl O BOTTOM OPTIONAL
ASTRAGAL SECTIO
3
AT ASTRAGAL W RAL EM %18 IMPERfAL
ASTRAG SEE
DESIGN PRESSURE RATING CHART
SHEET 1 ABM
Ter wW lb WALE N.T.S. 01M'
Oft MA-
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NOTES.-
1. SPACING FOR 18 x 1' PFH SCREW ATTACHING THE WINDJAMBER ASTRACrLL TO THE
INACTIVE DOOR IS AS FOLLOWS: TOP DOWN; 1.0 . 3.0' 8: 5.0. FROM THE BOTTOM UP, 1.0
3.0 . 5.0. 20.0' 4 38.75.
2. SPACING FOR ITEM 41 /10 x 1' PFH SCREW ATTACHNG THE IMPERIAL ASTRAGAL TO THE
INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN R BOTTOM UP; 1.0 . 2.5, 4.0, 5.5,
13.0 , 18.0' 8: 26 0'.
3. SPACING FOR /8 x 1 1/2' PLASCEW IS AS FOLLOWS: TOP h BOTTOM. (2)
SCREWS 3.0' IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN
ON THE SIDES; 3.0', 13.0% 26.0', 39.0, 52.0' 8: 63.0.
4. SPACING FOR BRAD TRIM NAIL 3/4' L. ATTACHING THE QUARTER ROUND TO THE
SIDELITE IS AS FOLLOWS; TOP & BOTTOM; 1.25' IN FROM EACH HORIZONTAL CORNER WITH (1)
MORE NAIL IN THE MIDDLE: SIDES; 1.25' FROM EACH END 8: SIX MORE EQUALLY SPACED ON
THE FIELD.
5. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE A 18 x 2 1/2'
PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDEUTE JAMB AT
THE MULLION USE A 18 x 2' PFH WOOD SCREW.
8. SPACING FOR 18 x 2.5' PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER 5
AS FOLLOWS; 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED, A
TOTAL Of (0) SCREWS PER EACH VERTICAL MULLION.
7. THE SIDEI.ITE IS SECURED INTO THE SIDELITE JAMB WITH SILICONE CAULK ON THREE
SIDES i 3/8' x 3/8' 1/4 ROUND & BRAD TRIM NAIL x 3/4' L.
A. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE A 110 x 2' PFH WOOD
SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIOEIM IAMB AT THE MULLION USE
1fO x 1 3/4' PFH WOOD SCREW.
9. THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH ITEM 128 A
1' TRIM NAIL SPACED A MAIL OF 12' ON CENTER.
SEE NOTE
9 SHT. 4
75' MAX.
k PAD
SEE NOTE v 47 SEE NOTE8SHT. 4j SEE NOTE SSEEEg NOTE 3 SHT. 4
i HORIZONTAL
SIDELIiE
7 SHT. 4
CROSS SECTION
TO
4
T1P. AT
15' MIN.
HINGE IAMB.
COUNTERSINK
I
29 38
FXTERIO
4 5M. 4
SEE NOTE
7 SHT. 4
SEE NOTE
3 SHT. 4
AT ¢mnilf 10 BLS T1P.
WIN RE
a=
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ora er. WLN
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S-2166
SEE DETAIL F•
SHEET s
SEE DETAIL
C SHEET 5
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1 6. 3-
3 6" r
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TYP.
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SEE DETAIL
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6• 3"
3- 6- H-
3SEE DETAIL3.
DOUBLE DOOR ANCHORING
K SHT. 5 '
LOCATIONS
D E HJY(G Hl( EHINGE
TO JAMBS & DOOR
SEE NOTE 5 SHT. 4
0
DETAIL J STRIKE
PLATES TO JAMBS
EE NOTE 5 SHT. 4
B•
3•"I
1
6•-
6.
I 1
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SEE
DETAIL
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6 SHT, 4
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6.
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P C
1--3- 3. -1 —0
1J 1 i TYPI I
3"--1 6" 6- -- 3
4.5
3' 3-
RING E DOOR W/SIDELITES ANCHORING LOCATIONS
SEE DETAIL
G SHEET 5
rTtT
nn
N
n
e
ASTRAGAL RETAINER BOLT
HOLES MUST BE DRILLED g
THROUGH THE THRESHOLD
do INTO THE MASONRY
DEEP ENOUGH FOR A 2- THROW 1 S'
E
a
DETAIL K SILL
OPTIONA! DETAIL K qLI su.Dino
WINDJAMBER ASTRAGAL
IMPERIAL ASTRAGAL COMB awns. we
RETAINER BOLT HOLES RETAINER BOLT TNRESMOID 61l.664.5631
STRIKE PINE
a.+c 11 15 01
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S-2166
SEE DETAIL i'
SHEET 5
6, 3' 6. 3
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TYR TYP
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n SEE DETAIL
g n K SHr. 5
3' 3'
3' 6'
3' 3 SEE DETAIL 3'
5' 3•
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SEE DETAIL
G SHEET 5
3'
iq
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3'
5'
DOUBLF DOOR W/SIDEI ITES ANCHORING LOCATIONS
30
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33
38
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4 21N
SEE DETAIL
G SHEET 5
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DETAIL ^ 1
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TYP.
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SINGLE DOOR ANCHORING LOCATIONS
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1
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DIA. VARIES W/LOCK USED
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41
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MNDJAMAFR II WR68J STRIKE PLATE S-2166
STEEL PLATE ern+ 7 a L