DOORMIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date
Type Insp'n
Permit No. ^ ..,
Name
Address 1 o F _ C_ c t 7 )--1
Company
Phone # �/
Inspection Date 17 I 0 I
Approved
Correction
Re-Insp'n Fee ❑
Miami Shores Village
10050 NE 2nd Avenue
Building Permit
Phone: 305 - 795 -2204 Permit Number: BP2004 -1207
Printed: 9/7/2004
Applicant: KEITH POST
Owner: POST KEITH
JOB ADDRESS: 1208 NE 99 ST
Contractor
Local Phone:
Parcel # 1132050090200
Contractor's Address:
Legal Description: 5 53 42 EARLETON SHORES PB 43 - 80 LOT 8 BLK 2 LOT SIZE 75.000
Fees: Description Amount
FEE2004 -9008 Building Fee $100.00
FEE2004 -9009 CCF $0.60
FEE2004 -9010 Training and Education Fee $0.20
FEE2004 -9011 Technology Fee $2.50
FEE2004 -9012 Scanning Fee $3.00
Total Fees: $106.30
Total Fees: $106.30
—
Total Receipts: 0.00
S6,2
Permit Status: APPROVED Permit Expiration: 2/27/2005 Construction Value: $200.00
Work: REPLACE REAR DOOR DAMAGED IN HOME BURGLARY
Signed: (INSPECTOR)
Page 1 of 1
. In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict
conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work
done by either myself, my agent, servants or employes.
Signed: (Contractor or Builder) BY:
BUILDING
PERMIT APPLICA
FBC 2001
Permit Type (circle):
Owner's Name (Fee Simple Titleholder) 'r{ -, Phone # 30S — j`F— 4 5
Owner's Address -
City State 1'_
Tenant/Lessee Name
Job Address (where the work is being done) I V . •4i-. 5- -
City Miami Shores Village
Is Building Historically Designated YES
Contractor's Company Name
Contractor's Address
City State
$ Value of Work For this Permit
Submittal Fee $
C K
Notary $
Scanning $ 3 "
Code Enforcement $
We 1
Total. Fee Now Due $ —S
(Continued on opposite side)
0
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, 1 flami Shores, Florida 33138
R ^, vE® 4 Fax: (305) 756.8972
AUK 31 1.4
El Heal
County Miami -Dade
NO_)_
Structural Flan Review. S
I'
Permit No. &P -'' /AC
Master Permit No.
Plumbing Mechanical Roofing
Phone #
Zip 3 a( SI
Phone #
aD
Zip
Qualifier
State Certificate or Registration No. Certificate of Competency No.
Architect/Engineer's Name (if applicable) Phone #
Square Footage Of Work:
Type of Work: ❑Addition ❑Alteration DNew `� Repair/Replace ❑ Demolition
Describe Work: Ee\ ea-e .+r eLAT rr 61a...,.a. +..r 1424../4, 1424../4, .
**i,eft k * * * dq* * * * ***** * * * * * ** F e e s * * * * * * * * * * * CCF $ ** * * * * * * * * * * * * * * * **
� Permit Fee $ 6 a C(NCC
Training/Education Fee $ [✓ r a Technology Fee $ ( 5
Radon $ zoning Bond
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
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 the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all 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 to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection wit of be approved and a I spection fee will be charged.
Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this 1 The foregoing instrument was acknowledged before me this
day o 1 , 20d4 , by 2Q V1'Yle Lt. toot • , day of , 20 _ , by
who is personally known to me or who has produced ?� o'?93 who is personally known to me or who has produced
Signature
My Commission Expires:
***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
*********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
APPLICATION APPROVED BY:
Chc 05/13/03
As identification and who did take an oath. as identification and who did take an oath.
Angela NOTARY PUBLIC:
�� t1;1504C
Sign:
Print:
My Commission Expires:
SEP -
Plans Examiner
Engineer
Zoning
VILLAGE OF MIAMI SHORES
I Vey, -- 5ti2e -v,v-z- PSA-
BUILDING DEPARTMENT
OWNER BUILDER DISCLOSURE STATEMENT
being the legal property owner, for the property
Located at: 1c 1J q. 5-- iti``a-v4," S ues '
(- f" `
Legally described as (e�av -- i 6 L.� b _ si i ff �� Cco-Ir
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to e laws of the
State of Florida, F.S. 489.103(7),And I have read and understand the following disclosure
Statement, which entitles me to work as my own contractor, I further understand that I as the owner
must appear in person to complete all applications.
DISCLOSURE STATEMENT
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
even though you do not have a license. You must supervise the constriction yourself. You may build or
improve a one - farnily or two- family residence or a farm out - building. You may also build or improve a
commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It
may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the
construction is completed, the law will presume that you built it for sale or lease, which is a violation of this
exemption. You may not hire an unlicensed person as your contractor. 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. Any person working on your building who is not licensed must work under your supervision
and must be employed by you, which means that you must deduct F.I.C.A. and with- holding 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.
Proof of ownership provided ( ) initial of reviewing clerk. The foregoing instrument
Was acknowledged before me thiso r day of 1 l 20 Oq
By SO 2a Y) ne t•k P o T ' who is personally known to me or who has
Produced 1 ° .? ()-7 % 67'7 as identification and who did take an oath.
z'su
eQwaioysand ,+
8Poostoo „us. % P 4 --u
W eleauv 4 all,
l
06-31 '04 11:01 FROM -TRACO SECURITY
r
•
M 1 AM IOADE
BLJlLDDDG CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Traco Windows & Doors
71 Pros Avenue
Cranbeny Township, PA 16066
3055930854
T -472 P02/09 U -003
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
Scope
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The dontmentation 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 (AHD.
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 Florida Building.Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series " Donal 3" Outswing Aluminum Patio Door
APPROVAL DOCUMENT: Drawing No. 04- 113 -OO1A, dated 1/21 /04, titled "Series "Donal 3" Outswing
Aluminnn Patio Door - L..M.I " sheets 1 through 6 of 6, prepared by Traco Windows & Doors Inc., signed and
sealed by Prank L.Bennardo, P.E., bearing the Miami -Dade County Product Control Approval stamp with the
Notice al Acceptance number and approval date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and •
followiag statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application bas been filed and there has been no
change a 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
materiah, 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 expiation date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be donei i its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shag be available for inspection at the job site at the reques f the uilding Official.
This NOA consists of this page t and eviden . a :^ as we as approval document mentioned above.
The submitted documentation was reviews i': . : d Be n, P.E.
NOA No 04 01222.17
U � (iration Date: April 22, 2009
Approval Date: April 22, 2004
Page 1
CIflF! TTF PANEL WIf17L�
/12k
(1 N4' MAX) - - —I
LEAF PATIEL WIDTH LEAF PANEL WIDTH
SIOEUTE PANEL WIDTH
(36' MAX)
Ai
(36" MAX)
C
`
12'
MAX
glir
111.
TYP
(MN
gill INIMIMMPI
I/,
0
' /
0
._ a CAC n I nor
Tiff
111101M1111
/' '
I X /
/
/
l �
A
x N
CLUSTER OF (3) ANCHORS (REF ANCHOR
NOTES. SHEET 3), AS SHOWN. EXCEPT FOR
Al2 SCREW OR 3/16' TAPCON INTO WOOD
OR WOOD BUCK WHERE (4) ANCHORS ARE
REVD., 3' MIN. SPACING BETWEEN
CLUSTER ANCHORS (TYP. TOP A BOTTOM)
TYPICAL
ANCHOR
LARGE MISSILE IMPACT RESISTANT I
OUTSWING DOOR WITH SIDELITES 1
CLUSTER OF (5) ANCHORS (REF ANCHOR
NOTES. SHEET3), 3' MITI. SPACING
BETWEEN CLUSTER ANCHORS (TYP. TOP F.
BOTTOM)
O EXTERIOR ELEVATION: SNAP- MULLION SIDELITES
AS SHOWN, OR OXX, XXO, OXO, XO, OX, arXX CONFIG
USE TYP. IAMB FASTENING CONFIGURATION FOR ALL CASES, AS SHOWN
(N.T.S.)
6 ..
TYP
GENERAL NOTES:
S. THE SWING DOOR SYSTEM DESCRIBED HEREIN HAS BEEN
DESIGNED AND TESTED IN COMPLIANCE WITH THE FLORIDA
BUILDING CODE 2001 (HIGH VELOCRY HURRICANE ZONE)
AIID MIAMI -DADE COUNTY PROTOCOLSTAS 201. 202 & 203.
2. A 33 -1/3% INCREASE in ALLOWABLE STRESS HAS BEEN
USED IH THE DESIGN OF THIS COOR SYSTEM.
3. POSITIVE AND NEGATIVE DESIGN FRESSURES
CA1LUWTED FOR USE WITH THIS DOOR SYSTEM SMALL BE
DETERMINED BY OTHERS ON A 308 - SPECIFIC BASIS IN
ACCORDANCE WITH THE GOVERNING CODE.
4. THE DOOR SYSTEM DETAILED HEREIN HAS BEEN TESTED
PER MIAM] -DADE COUNTY PROTOCOLS TAS -201, TAS -202.
TAS -203 AS REFERENCED ITT TEST REPORT *G0214007-03 3Y
HURRICANE TEST LABORATORY (HTL).
5. THE DCOR SYSTEM DETAILED HEREIN IS GENERIC AND
DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE. FOR
SITE CONDITIONS DIFFERENT FROM THE CONDITIONS
DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED
ARCHITECT SHALL APPLY FOR ONE -TIME APPROVAL AND
PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN
coruuNCTION Warm THIS DOCUMENT.
6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE
EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS.
WOOD BUCKS ()LOT BY TRACO) SHALL BE ANCHORED
PROPERLY TO TRANSFER LOADS TO THE EXISTING
STRUCTURE.
7. DOORS PANELS GLAZED WITH 7/16' LAMINATED GLASS
ARE LARGE MISSILE IMPACT APFROVED. NO PROTECTION
REQUIRED FOR AU. INSTALLATIONS.
B. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE
PAINTED OR PLATED.
DESIGN PRESSURES:
+55 PSF / -60 PSF
-MAR
IM F....
SNEETI
1 OF 6
06 11:01 FROM-TRACO SECURITY
rfP. JAMB FASTENING CONFIGURATION. As SHOWN
OVERAU_ FRAME HEIGHT (96" NtAx.)
SIOEUTE PANEL
(36'
2'
_
\
WIDTH
MAX)
24"
MAX
TYP
i i
0
CLUSTER OF (5) »C HORS (REF A/1CHOR NOTES, SHEET
3) 3" MIN. SPACING BETWEEN CLUSTER ANCHORS (TYP.
TOP & BOTTOM)
0
1.
SIDELITE PANEL WIDTH
(36' MAX)
0
t ( Et
LARGE MISSILE IMPACT RESISTANT
OUTSWING DOOR WITH SIDELITES
FRAME WIDTH - TESIED SIZE =148'
0 EXTERIOR ELEVATION: TUBE - MULLION SIDELITES
AS SHOWN, OR OXX, XXO, OXO, XO, OX, XX, 0, or X CONFIG
USE TYP. IAMB FASTENING CONFIGURATION FOR ALL CASES, AS SHOWN
(N.T.S.)
6" MAX
TYP
DESIGN PRESSURES:
+90 PSF / -90 PSF
7/16" LAMINATED GLASS;
3/16' HS x 0.090" SOLUTIA
SAFLEX PVB x 3/16" HS
5/8'
TYP
AD4ESNE
BEDDING
COMPOUND
GLAZING DETAIL (LEAF OR =ELITE)
POLL SCALE
SWEET
2 OF b
TOUST200 STRUCTURE
1:OPT1GIW. O( cR 7X WCOD
E CK NOT SHE4YJ1)
GLAZING
O.
w
Z
a
34
PERII4. SEAL
BY 07HERS
0
L1J
X
W
a
m I�
W
SEE ANCHOR NOTES FOR
ANCHOR TYPLS AND
EMBEDMENT. SEE ELEVATION
FtR LOCATIC /I5 & SPACRG. LI
O SECTION OF RESIDENTIAL DOOR
HALF SCALE
SEC ANCHOR NOTES FOR ANCHOR
TTPL5 AND EII'8£OMENT. SEE
CU.LVA)ICN FOR LOCAT)CONS R
SPACING.
110 SILL RDER
REDO WHEN MAP
)AULLION 18 VIED
EJOS IM EI
STRUCTURE
1/4' SHIM W.X.
BY INSTALLER
4) 4) RZ HEADS TO
BE SEALED BY INSTALLER
TYP. AT HEAD AHD SILL.
rfLD
APPLIED
SEAL
•
LJ EXTERIOR
O ASTRAGAL DETAIL
HALF SCALE
USFIDOL7 ACTIVATION
WIT ON WOE TOP
Aga BOTTOM AT ACME
PANEL
ANCHOR NOTES:
1. ANCHORS SHALL SE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS.
2.. ANCHOR EMBEDMENT SHALL BE INTO SASE MATERIAL„ EXCWDIIG STUCCO OR OTHER
WALL FINISH.
3. BASE MATERIAL SHALL BE WOOD (60.35 OR GREATER SPECIFIC GRAVITY),
GROUT -FILLED BLOCK (MIN 2000 psi COMPRESSIVE STRENGTH FOR GROUT), OR COIICRETE
(MIN 3000 PSI).
4. SEE EXTERIOR ELEVATICNS FOR ANCHOR LOCATIONS AND SPACING
5. ENSURE MINIMUM OF 2.1/2" EDGE DISTANCE FCR ALL ANCHORS INTO GROUT - FILLED
BLOCK OR CONCRETE, AND MINIMUM OP 1 -1/2" EDGE DISTANCE FOR ALL WOOD ANCHORS.
6. ANCHOR OPTIONS FOR INSTALLATION ARE AS FOLLOWS:
7028 W000 K OR WQCD STR
JM12 SA5, 3/16 114' TASCWI51 IL
E1CO) WITH 1 -1/2" MINIMUM EMBEDMENT
NOTE:
EXTERIOR AND INTERIOR FINISHES,
BREAK UETA1S AND FLASHING
BY OTHERS.
FRAME MOTH
MASONRY OPENING
)/4' WY_ S1MIV BY INSTALLER
ALL SCREW HEADS TO BE SEARED 8t
INSTALLER TYP. AT MM.
TO CONS OR k GROUT FILLED BLOCK
(DIRECTLY OR THRU lx OR 2x WOOD SUCK)
3/I6' OR 1 /1" TAPCONS (CTW OR ELCO)
WITH 1 -1/4" DIMON ,' EMBEDMENT TO
CONC OR GROUT -FILLED BLOCK.
•
PERIMETER SEAL
TO RY OTHERS
FASTING STRUCTURE
(OPTIONAL. 18 oft 21T
WOOD BUCK 200T
SHO+WO
-l�
4
•
��� 0 JAMB DETAIL
HALF SCALE
SEE AI HCR
)MOTES FOR
AHCHCR TYPES
AHD.
EMBEDMENT. I SEE CLE'VAMON
FOR L0CAnCHs
B SPACING.
I/4
Q
,oz
J ~
I
(t.r f..NN(. IACK %X W00D
aucx.1405
, EFSMEER
l T !
01 IERSS)
OG
0
•
SEE MOW NOTES FT]R
ANCHOR TIPES AND
EMBEDMENT. SEE E1.EVAT101I
rut LDTATDNS & SPnc1►AG.
SEL ANC:(CR NOTES
L1 FOR APONOR TYPES
AHD EMBEDMENT.
SEE £LE'MTICM FOR
• W LOCATXMIS & SPACING.
0 �-r
SECTION OF SIDELITE
HALF SCALE
ALL SCREW HEADS
70 BE SEALED BY
INSTALLER TYP. AT
HEAD AND SILL.
I/4- SHIM VAX.
BY INSTALLER
1 /4" SHIM MAX BY INSTALLER
PERIMETER SEAL
BY OTHERS
STING
SIRUCTI:RE
EXISTING
STRUCTURE
(OPTS:NAL 1X
OR 2X WOCD
BUCK OT
SHCRVN)
EAx212'PH EMS BEE
ELEV. FOR LOCATION
NOTE:
EXTERIOR AND 1l1TERI0R FINISHES.
BREAK METALS AND FLASHING
BY OTHERS.
SECTION OF SNAP - MULLION SIDELTTE
HALF SCALY
EXTERIOR
FRAME WIDTH
ALL SCREW HEADS TO BE SEALED
BY INSTALLER TYP. AT JAM .
APPLY STRUCTURAL STI.:CONE
TO BOTH LEGS PRIOR TO
SNAPPING MULLION PARTS
TOGETHER.
MASONRY OPENiNG
ALL SCREW HEADS TO BE SEALED
8T INSTALLER TYP. AT JAMB.
PERIMETER SEAL
BY OTHERS
2" FRAME WIDTH
MASONRY OPENING
SECTION OF TUBE - MULLION SIDELITE
HALF SCALE
1 _ EMSTMIG STRUCTURE
7 1 1OPI1GNAL IX OR 2..x
1
woCo ROT
1
V
. SEE AtICHCR
INDIES FCR
_ ANCHOR TYPES
AHD
EAIBEOMQir.
V SEE LLEVATX)N
FCR ALCCA IOIIS
& SPACING.
d
1/4" SHIM MAX
BY INSTALLER
•
/ WOOD RUGS ROT r�VF
sHD►rM
60" gi6
G A re. V� 3Q
AWES FOR b 0C
ANCHOR TYPES
EMBEDMENT.
P SEE ELEVATION
FOR .LOCATIONS
& SPACING.
SWEET:
4 CF
•
MO FUME
7CP CORNER
• 0
SEALANTS:
ALL FRAME AND LEAF CORNERS, INSTALLLTION SCREWS
AT SILL AND JAMBS AND BOTTOM GLAZING MAD MALL
BE SEALED WITH SCREE MOREHEAD 5504 SEALANT.
TINGES:
4' LONG ALUM. BUTT HINGES WITH .312 DIA X 2-1J
ALUM PEN, BRASS SPACER AND NYLON CAPS AT 3 112'
FROM TOP & BOTTOM AND AT MIDSPAN
LoCKS:
STANDARD STEEL THROW BOLT LOCK, KEY CPERATED ON
EXTERIOR AND THUMB TURN ON INTERIOR 39 1/7• FROM
BOTTOM AT ACTIVE LEAF LOCK STILE
CONVENTIONAL LOCKSET WITH LEVER TYPE OFERATOR
HANDLE AT ACTIVE LEAF LOCK STILE REAR 1RDSPAN
STANDARD PLUSH BOLTS, MANUALLY OPERATED Al TOF
AND BOTTOM OF EACH ACTIVE AND INACTIVE L6oF
•
d : • •
•
• '
5I- EET,
5
CF 6 •
AIATERIAL UST
D'Eln N0.
PART NURSER
OW)I1 >7Y
DESCRPRCN
MATERIAL
MA)IF./SUPPUER/REMARKS
1
050 -338
1 /DCQR
2/SIDELRE
ATRIUM FRAME MEAD
ATRO AI FRAME HEAD OR SILL
6063 -T6
TirTOH OR EOUN.
2
050 -389
2/ LEAF
CCOR LEAF TOP & BOTTCM RAIL
6063 -T5
ALUMNX OR [QUM
3
050 -0O2
1/ S5 UTE
SWP CAUTA.EVER
D063 -75
-
4
050 -763
4/ GLASS UTE
GIA21NG SUB FRAIAE
6063 -T6
TITTON OR E73uN.
s
000 -I35
1 0 noon ■
TFRLASH0LD
6053 -15
MA71tIx OR COUP/.
6
050 -292
UOOR 1/ SIDELITE
ATRIUM FRAME 1418
6063 -75
TIFTCN CR MUM. .
7
051 -391
2/ LEAF
RE310ENTIAL 000R P))IEL VERTICAL STILE
6063 -75
TIFTCN CR EON.
6 .
020 -455
1/ LEAF
GAP CLOSURE
6063 -15
lrlCt1 CR COUR.
9
-
-
-
-
- 1 -
10
H -10041
AS R£00.
2- X 4" NEE MUILKHI
6063 -15
TRECO OR EOUN.
11
050 -124
AS READ.
1' x 1 1/4 X 1/s" A >IGLE
ALU.111i&0
-
12
D50 -764
AS REQD.
CLAZOIG BCIO
6093 -76
OFTOtt CR EOUN.
13
012 -00 -401
AS REQD.
110 X 1/2 rlAr HEAD SCREW
-
-
14
AS 5E00. '
-
l/8' SHIM
ELASTIC
-
15
-
8/ FRAI4E
x1 10 X 1 DOCK FRAME ASSEMBLY SCREW
- .
-
16
C07- 14 -039A
AS REQD.
OCOR HNIOLE
-
WRECLLO
17
-
4/ LEAF
1/2 SELF LOCK NUT
STEEL
-
18
-
2/ LEAF
1/2 ROO (2 Y PANELS)
STEEL
-
19
-
4/ LEAF
.
1/2 FIAT WASHER
STEEL
- .
20
-
if LEAF
t /2 REGULAR till*
-
-
21
051 -181
3/ LEAF
HINGES
-
-
22
007 -10 -051
2/ LSAF
STANDARD £LUSH 100
-
-
23
-
•
jB t 1/2 MIS
-
-
24
20 -4164
AS RZOO.
Bum VIHIL
v1 /01
-
25
-
4/ LEAF
8LCCX ROD GU10E -
-
26
050 -10 -765
1
SILL 1115ER 1 ALUM111LW
SILL RISER
27
-
1/ LIAr
1 x .050 ALUM BAR (BETWEEN VERTICALS) ALUMINLA
-
26
047 -10 -014
AS RECD.
FIN SEAL 'HEATHER- STRIPPI >IC -
-
4
•
•
0530
1381
Ll
GLAZING
SUBFRAME
THRESHOLD
4.200
0063 -
1
H -1006 TUBE MULLION
- r
2.000
DOOR STILE
0.178
0.750 D.078
4.000
0.590
ATRIUM FRAME HEAD /SILL
1.500 4.000
DOOR FRAME JAMB
0$52
809E
0.078
1.057
0.975
SILL RISER
8050
1.7 50 I
3.500
0.795 Il ` 1.705
GAP CLOSURE
GLAZING
BEAD
0.500
DOOR STOP
0.580
9.975
0.500
DOOR TOP/
BOTTOM RAIL
d7 - o_»i'..',;■ -)fit
0-
Q9
W Vr
D3
5
J
z
au
6
02
,;84 02
j:
5I- ET:
6 0= 6