BP-05-993Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204
Printed: 7/5/2005
Applicant: ELIZABETH ELOSGE
Owner: ELOSGE ELIZABETH
JOB ADDRESS: 348 NE 91 ST
Contractor ALL AMERICAN DOORS INC
Local Phone: 305 - 885 -8088
Parcel # 1132060190230
Signed: (INSPECTOR)
Building Permit
Permit Number: BP2005 -993
Contractor's Address: 8155 NW 93 ST
Permit Status: APPROVED Permit Expiration: 12/28/2005 Construction Value: $1,060.00
Work: REPLACE 2 GARGE DOORS
Page 1 of 1
Legal Description: EL PORTAL PB 9 -101 LOT 7 & E1 /2 OF LOT 8 BLK 2 LOT SIZE 75.000 X
Fees: Description Amount
FEE2005 - 9221 Building Fee $100.00
FEE2005 - 9224 CCF $1.20
FEE2005 -9225 Training and Education Fee $0.40
FEE2005 -9226 Technology Fee $2.50
FEE2005 -9227 Scanning Fee $3.00
Total Fees: $107.10
Total Fees: $107.10
Total Receipts: $0.00
'JUL 0 8 PAID
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:
'Return to:
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
(Bill To 1
WILLIAM PACHECO
348 91 Street
MIAMI, FL 33138-
Date
Fee Name
01/30/2009 Renewal /Extension Fee
Friday, January 30, 2009
Invoice
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204 Fax: (305)756 -8972
Invoice Number: imp -1 -09 -33797
Invoice Date: January 30, 2009
Permit Number: BP2005 -993
Bond Number:
Comments:
Fee Type
Calculated
Total Fees Due:
Fee Amount
$100.00
$100.00
Payments
Date Pay Type Check Number Amount Paid Change
01/30/2009 Check 12500 $100.00 $0.00
Total Paid: $100.00
Total Due: $0.00
$ Value of Work For this Permit
Type of Work: ❑A
Describe Work:
Submittal Fee $
Notary $
Total Fee Now Due $
(Continued on opposite side)
Miami Shores Village
Building Department
10050 N E.2nd Avenue, Miami Shores, Florida 33138
Te F 3W) 756.8972
4: 2 r n, 47 ,
BUILDING
PERMIT APPLICATIO
FBC 2001
p' G 9 2K5
Permit Type (circle):
Owner's Name (Fee Simple Titleholder) AC/2E hone # 3e (1 7 1/4.rr
Owner's Address a v6 Nt5 9/ ' 57
Contractor's Company Name 4e 4,164‘64,3 Q 0 4 Phone # 30 e(/S
Contractor's Address 3/ ST MA)
City i 9L State FL,— Zip '3/660 Qualifier /.4)( 6 [ 7
State Certificate or Registration No. 6 000 f Qi ZZU Certificate of Competency No.
Electrical Ph}nMix Mechanical Roofing
city/kb/7n ' 'h0%' - - state Zip 33 I S
Tenant/Lessee Name Phone #
Job Address (where the work is being done) �'T & N 6 C ?(
City Miami Shores Villa a County Miami -Dade Zip 33 13&
Is Building Historically Designated YES NO
Architect/Engineer's Name (if applicable) Phone #
Permit Fee $
Training/Education Fee $
10 10
['Alteration ❑New
Permit No.'SI?1S ° c i c1 3
Master Permit No.
Square Footage Of Work:
LR e p air/Replace ❑ Demolition
* * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * **** *iii * * *'v * *. • • ••
• o •�•• . • • • •
CCF $•.P ' sG Ji : • C E�.
•• ••• .• ..
Technology Fee $ S
Scanning $ 3 .0 0 Radon $
Code Enforcement $
too - -
D. 40
Zoning
•
•
Structural Plan Review. $ • •
• • .Bond $ •
• • • • • •
• • • • • •
• • • • • • • •
• . ._•. •
••• •' • • •••
•.• • •
• • •
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•.. • •
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•1• • • •
••• • • .
• • • • • • • •
• • • • •• • ••
• • • •
• •
• •
• •
• •
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 inspectio which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the
inspection will not b ap rov ;d and a reinspection fee will be charged.
The foregoing ins
day of
chc 05/13/03
O ' er or
nt was acknowled before me this
who is personally known to me or who has produced #( �I/
As • en ation and who did take an oath.
NOTARY P 4
I' "! , ,
Sign: .% � s..le
;' otomm
Print: = +: "= Iles: N
%q .oe. Bo '�,
My Commissio i� res: Attemtic Bonding eo
************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
•• • • • • • ••• ••
APPLICATION APP Q V3I j 1 Y,, •' •
•
• • •
•• • • • •• ••• ••
•
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• • • • • . • • • •
• • • • • • • • •
• • • • • • • • • • ••
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• •' • • • • • •
• • • ••• • • •
• .• • • • • • • • •
•• •• • • • •• •• •
• • 000 • • • 000
"Signature
Contractor
The fore:. : instrument was acknowled d before mcI� �
^-
IO
day of
who is •eT y known to the or who has produced
cation and who did take an oath.
NOTARY
� j
S kpl • il`'_/ 4 ''
° ►AY
.. C p Novi 20
a tnl Atlantic g #DD g o , • inc
������� Atl2ntic ••
****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Plans Examiner
Engineer
Zoning
NO. OF DOORS
SERIES
WIDE
HIGH
NO. PANELS
NO. SECT.
LOCK
SPRING
JAMB
LIFT
MOTOR
FINISH
q qt p) c)7?
a
Ttroz--4i6A-tk_i
r)) g.x. 7' itte,d iidilZef/v>19 /AA-
Gov
r0? 1 —. 40.4
)..r jee
/
-3
We hereby submit specifications and estimates for:
AMOUNT
a
r)) g.x. 7' itte,d iidilZef/v>19 /AA-
r0? 1 —. 40.4
)..r jee
/
GL.ka 2A) d
j
_,/t'0
/1 GG,Lti/A-J
G
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./ Li ,4 . . �....:(. SUB:
�;7�
ISI/�!L%
INSTALLATI
CI
r
/— ., �� �/"
SERVICE
❑
/ t TOTAL 4 %
4111
/ / / DEPOSIT:
Payment to • _ .
_
- t i / r r , / t i ' • • • • • • • •
, /
WA
ACCT. C.O.D. • t • • • • • • ^ M ANCE:
• •
® ®® ®®
MOM=
DIMIMMIZIM
305 -885 -8088
FAX: 305 -885 -1102
www.allamericandoors.com
CI;STOMER P.O. NO.
; d
gr
ATE - ZIP CODE 3 b�
BILL TO: Q
NAME
ADDRESS
C
PERSON IN CHARGE ''//
BUS. PHONI Sa AtiCiONE
MERIC { _
rk
® GARAGE DOORS INC.
8155 N.W. 93 ST. / MIAMI, FL 33166
SPECIALIST IN GARAGE DOORS AND AUTOMATIC OPENERS
WORK ORDER
R TAKEN BY
UL
IN \OIC DAT
(C" ///
COMPLETED BY
EMERGENCY
SERVICE
INVOICE NO.
JOB:
NAME
ADDRESS
CITY
PERSON IN CHARGE
BUS. PHONE al e
STATE
ZIP CODE
I have read and agree to The terms and conditions of this contract. • �r �1 •
The seller retains to the above described until the purchase price therefor. (IN THE EVENT THE SERVICES OF AN AT TORN FARE ! REQUI REDIO COLLEC;r PAYMENT OF THE PURCHASE PRICE, TH E
PURCHASER AGREES TO PAY INTEREST AT THE HIGHEST LEGAL RATE, PLUS REASONABLE ATTORNEY'S FEES FOR THOSE SERVICES RENDERED TO THE SELLER IN THE COLLECTION OF THE ABOVE
SUM.) The purchaser has read the above obligations as part of the condition of the purchase. Note this proposal may be withdrawn by us If not accepted within days.
ALL AMERICAN GARAGE DOORS IN will not perform or be responsible for any connections or reinstaliment of atm' equisment orprw,lectIical work when Inyalling a garage door or garage
door opener. • • • • • • • • • •
• • • • • • • • • •
•• • • • • • • • • • •
Acceptance of Proposal . The above prices, specifications and conditions are satisfactory and are • • • • • • • • • •
hereby accepted. You are authorized to do the work as specified. Payment will be made as outline above. • ? gnat Ue • • • • • •
Date of Acceptance.
ALL AMERICAN GARAGE DOOR, INC. / GUARANTEE AND WAgRANS Y POIdClb • • • • • • •
•
On all new installation 1 year warranty on materials defects and labor from the date of installation. On service labor 30 days warrant•On ni/w part#redFa &I, 90 ays larrinty!All warranty work will be performed
between regular hours Monday thru Friday as soon as possible at the discretion of the Company. Our warranty does not cover eiromeg G fylyre:aujpd biActs abnormal usage, improper
maintenance or any repairs other than those provided by A ALL AMERICAN GARAGE DOORS, INC. ••• • • • ••• • •
Signature
hIorida Building Code Garage Door Windload Design Pressures Report # DPR- 050606 -E -01
The positive and negative design windloads for the garage door opening(s) listed below are derived from the Florida
Building Code (American Society of Civil Engineers, ASCE 7 -98), Section 1619 for "components and cladding"
(Exposure C), 146 mph wind velocity for Miami -Dade County.
Address: Pacheco
348 NE 91 St
Maimi Shores, FL 33138, Miami -Dade County
Garage Opening Size: 8' 0" x 7' 0"
Mean Roof Height: Less than 15' Roof Slope: Not provided (use greater than 10 degrees)
Measured Minimum Building Dimension: 28' 11"
Measurement of Nearest Garage Door Opening to Building Comer: 1' 8"
Positive Design Load: +41.3 PSF Negative Design Load: -46.3 PSF
The following Clopay Building Products Company Doors meet the requirements for the stated loads:
Clopay Model 94W7, 8'0" x 7'0 ", Approval # 03- 0428.04, Dwg # 101702, Windload Capacity: +42/ -48 PSF.
The design Toads shown above area based upon the measurements listed above for "enclosed" buildings, and
require that the door being installed meets the requirements of Section 1626 of the 2001 Florida Building Code for
windbome debris in high velocity hurricane zones.
The related calculations do not address the jambs or supporting structural adequacy. The building official is the final
determiner of the suitability of the garage door connections for the particular buiding or home at the designated
location. The "structural interface" of the designated door is the existing door jamb. The structural capacity of the
existing, designated door jamb and associated building frame must be confirmed adequate by a certified registered
professional engineer in the state of Florida. The mounting hardware designated for the subject door, and details for
installation are provided on the certified, approved drawing, as listed above.
Mark W. Westerfield, P.E
Florida P.E. License No18495
8585 Duke Blvd.
Mason, OH 45040
(513) 770 -4800
6/6/2005
0`0
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000 • • • 0410 • •
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Clopay Building Products Co.
8585 Duke Blvd.
Mason, OH 45040
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: Sectional Garage Door 9'- 0" Wide.
APPROVAL DOCUMENT: Drawing No. 101702 -24, titled "Door Models: 83. 84A. 93, 94. H93 & H94", dated 11/18/96
with last revision on April 2003, sheets 1 of 1, prepared by Clopay Building Products. signed and sealed by M.W.
Westerfield, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number
and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
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 datc 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.
LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this
Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a
Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer
shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the
manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of
28000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida. and followed by the
expiration date may he 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 themaneti purr re t ild'strilxuors and shall he
available for inspection at the job site at the request of the Building Official. •• •� ••• • • ••• •
This NOA renews NOA # 01- 0326.01 consists of this page 1 as well as the apprp01 491urtry,Qt tty,;tlti(pCd
The submitted documentation was reviewed by Cand ont PE.
•
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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
• •••
• • •
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• • ••
• •
Expiration Date:
• ••• • P�'rF`�t�I)
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NO 'No 1213- 0428.04
August 21, 2008
a:e: Jine5,2003
• • Page 1
• • •
•• ••
Ef
NUMBER OF
...
SECTIONS *
6'0' TO
7'0'
4
7'6' TO
8'9'
5
9'0"0
10'6'
tElGl
ICLO11
47iIKOMUI
7
II
: •
ss
E37im1ESEMAINi
I1i�)�
F3ilmr
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rl'N
m i6:i98Ft37iiii[[]rlS1umur41[d
MISNIM41ElallThi
EXIIIENIFISMIMII
MN
34 itliNR'1
WPI[FT:�
inilinn
DOOR
NUMBER OF
HEIGHT
SECTIONS *
6'0' TO
7'0'
4
7'6' TO
8'9'
5
9'0"0
10'6'
6
10'9 10
121)"
7
MODELS 83, 84A, 93, 94, H83, H94
END STILES ATTACHED TO DOOR SKIN WITH PATENTED
500 -1 -10C SYSTEM (TOP, BOTTOM. & CENTER)
ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS
ATTACHED WFIN TOG -L -LOC (TOP & B01TOu)
AND URETHANE AO1551VE (ALONG CENTER)
LOCATION OF OPTIONAL VENTS
Q MAXIMUM VENT OPENING: 60 IN'
MAX. DOOR WIDTH 9' 0'
51510F Fl PAAT10N
TABLE 1
• SECTION ARE EITHER 18' OR 21' HIGH
`fir GA. STEM STEEL FLAG BRACKET.
EEApCH FASTENED TO WOOD WITH
• (1lr5i16'x 1 -5/8" WD00 LAC: uJ1Fw --
• • •• • IN
i TRACK CONFIGURAT • •
I ••••
•
• •••• • •
is • :•:•
•C••
. 2 ' V. EEL RAM(
•, • TT THICKNER;ST T : .0�'
c6 • •• I
•••• •••
• •
•••• •••
-- 'A
• I ( YP. 2-1/2%12 I GA ( ' � y � y•��A+.��Lyy..••�--S��DD EEL ( TRACK BRAC I K 1{{ 1. � 1 � .
,T TRACK BRACKETS 4LIR�lDE ( UP 18 10'HHIGN
• T'f�1CK BRACII S P58 DE (UP TO 12 HIGH
• • •
•••• • •
•
SEE END HINGE
0ETA1l.
SEE INTERNED. HINGE
DETAIL.
TWO POINT LOCKING
INTO TRACK PER
SF91 3603.2
5/8 MIN. ENGAGEMENT
OF PPOSITE DOOR) SIDES
(SEE LOCK OPTIONS)
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT)
SUDE 804.5
LOC% ENGAGES
INTO VERTICAL
TRACK. ONE
LOCK ON
EACH SIDE
OF DOOR.
INSIDE SI IDE BOLT
I OCK OPTION
ENO STILES ATTACHED TO DOOR SKIN WITH PATENTED
f TOG -1 -10C SYSTEM (TOP, BOTTOM, t6 CENTER)
ONE INTERMEDIATE STILE BETWEEN EACH EM8055
ATTACHED WITH TOG -L -IOC (TOP & 9051014)
AND URETHANE ADHESIVE (ALONG CENTER)
- --..-• A
INTER.
STILE
OUTSIDE
HANDLE
INSIDE F1 P ARTIN
ETLEMBEL.KEYE12-LOCK
1 OCK RAR I OCKING
246 WOOD JAM8
12 GA. GALV. STEEL TRACK
BRACKET FASTENED TO WOOD
JAMB WITH ONE 5/16'41 -5/8'
WOOD LAG SCREW PER BRACKET.
/- END
STILE
LOCK
BAR
GUIDE
2' GALV. STEEL TRACK
FASTENED TO TRACK BRACKETS.
EACH BRACKET ATTACHED WITH ONE
1/4'45/8' BOLT & NUT TDB
TWO 1/4' RIVETS.
LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DCOR.
/ JA4AR CONFIGURATION
P REPARATION OF JAMBS BY OTHERS
J
STOP MOULDING BY DOOR
INSTALLER (TO SUIT)
2' STEEL ROLLER.
NOTE: SuPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGISTERED PROFESSIONAL ENGINEER FOR WINO LOADS
SHOWN ON THIS DRAWING.
INTER. STILE
OUTSDDE
KEYED
HANDLE
14 GA. ENO HINCC
20 G6. MIN. GAIT. STEEL END STILE
20 GA. GALV. STEEL INTER. STILE
TWO POINT LOCKING
INTO TRACK PER
srsc 3603.2
5/8' MIN. ENGAGEMENT
(OPPOSITE 511)E5
POOR)
(SEE LOCK OPTIONS)
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK
ONE SNAP LATCH ON
EACH 510E OF DOOR.
END
STILE
INSIDE HANDLE
Sligaar—KEEE.12.120
SNAP IATCH LOCK OPTION
(4) #1445/8' SHEET METAL SCREWS
(4) l/4'43/4' SELF TAPPING SCREWS
18 GA. GALV. STEEL INTER. HINGE
FASTENED TO CENTER STILE w/(4)
\\ EACH #14x5/8 SHEET METAL SCREWS.
` -7/16' PUSHNUT INSTALLED ON ROLLER
SHAFT FOR UNRESTRICTED DOOR OPERATION.
14 GA GALV. STEEL END HINGE
FASTENED TO END STILES W /(4) EACH
#1445/8" SHEET METAL SCREWS & (4)
1/443/4 - SELF TAPPING SCREWS.
® Cb®pay
Building Products
Company
P1•:1{VED
01c Ilnrido
Cj.Oq t CIQ ._
(
.1lalol Oauc 1941i(ir1 Conlin!
A)t11rIDn
At,
24 GA. MIN. G - MIN. GAIN. STEEL
(MIN. YIELD STRENGTH: 28 K51.
DRAWING DUALITY) WITH PRIMER AND
BAKED - ON POLYESTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
11i F.A. INTFRMFOIATF HINGE
INSTALLER
MODEL
93, H93
RETAIL
MODEL
83
94 H94 8
DESCRIPTION'
2 GA. STEEL SKIN; 18 GA. STEEL ENO STILES
2 GA STEEL SKIN: 18 GA, PAINTED STEEL END STILES
• - ALL DOOR MODELS ARE RAISED PANEL EMBOSS
DESIGN ENGINEER:
MARK W. WESTERFIELD
FLORIDA REG STRATI014 No. 48
MECHANICAL ENGINEERING
CLOPAY BUILDING PRODUCTS COMPANY
8585 Ou%E 81411
MASON, 01-1 45040
(513) 770 - 4800
THE 2x6 VERTICAL WOOD JAMBS ARE TO BE GRADE 2
OR BETTER YELLOW PINE. NO LOAD IS TRANSFERRED
70 THE HORIZONTAL (TOP) JAMB. ALL 4AMB FASTENERS
MAY BE (8UT NOT REQUIRED) COUNTERSUNK TO PROVIDE
A FLUSH MOUNTING SURFACE.
2x6 WOOD JAMB CAN BE ANCHORED TO GROUT REINFORCED
BLOCK WALL OR CONCRETE COLUMN. BLOCK CELLS SHALL
BE FILLED WITH CONCRETE AND REINFORCED WITH CONTINUOUS
#5 BAR EXTENDD40 INTO THE FOOLING AND INTO TIE BEAMS.
ANCHORS CAN BE I/4'xl - 3/4' EMBED TAPCON CONCRETE
ANCHORS STARTING AT NO MORE THAN 8' FROM 6071061
AND 16" 0.C., .01 WITH 3/8'x4' (1 -3/4' EMBED)
RAWL 105 /8017 ANCHOR STARTING AT NO MORE THAN 8'
FROM BOTTOM AND 24' 0.C.
DESIGN LOADS: +42.0 P5F & -48.0 PSF.
R!7 • LIM
PLOT 1 = 42
11 /16 /96
w..* n• MWYt
o<o■x n.
0 MI
I-- 2' THICK
SHIP LAP JOINTS.
HLxi41
5.1-C.1101 1,6.7.8
UM . 06 6I
•- 12 GA. GALV. STEEL TOP
ROLLER BRACKET. EACH
BRACKET ATTACHED W /(4)
114x5/8' SHEET METAL
SCREWS.
14 GA. CAL.!. STEEL
ENO HINGE. EACH
FASTENED TO END
STILES w/(4) 11444/8'
SHEET 1451.41. SCREWS
& (4) 1/4' SELF
TAPPING SCREWS.
\ • 13 GA. GALV. STEEL BOTTOM
BRACKET. ATTACHED W /(2)
#14x5/8" SHEET METAL SCREWS.
ALU411NUM EXTRUSION
Jr VINYL WEATHERSTRIP.
101:+02 -24
"-2- 1/4'x20 GA GALV. STEEL
U -8AT1. TWO U -BARS PER
SECTION. EXCEPT 3RD SECTION
WHICH HAS ONE U- BAR.
U -BARS MADE FROM 80 551
STEEL. EACH 0 -665 4TTACHSO
W /(2) 1/4'x3/4' SELF
TAPPING SCREW PER STILE.
'
9 Vi x 12'0'H
.. DOOR MODELS:
63, 644. 93, 94, 1 H94
3