RC-07-848Project Address
Owner Information
SILVIA MARIA STANFORTH
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138-0000
Phone: (305)795 -2204
846 NE 97 Street
Miami Shores Village, FL
1132060142730
Block: Lot:
SILVIA MARIA STANFORTH
Address
Contractor(s)
JULIAO GARAGE DOORS
Phone
305 - 826 -0250
CeII Phone
Approved: In Review
Comments:
Date Approved: : In Review
Date Denied:
Type of Construction:
Stories:
Front Setback:
Left Setback:
Bedrooms:
Plans Submitted:
Certificate Date:
Bond Retum :
Occupancy:
Exterior.
Rear Setback:
Right Setback:
Bathrooms:
Certificate Status:
Additional Info:
Classification: Residential
Fees Due
CCF
Education Surcharge
Permit Fee - Additions/Alterations
Scanning Fee
Technology Fee
Total:
Amount
$0.60
$0.20
$110.00
$6.00
$2.75
$119.55
Parcel Number
846NE97ST
MIAMI SHORE FL 33138 -2528
Authorized Signature: Owner / Applicant / Contractor / Agent
Building Department Copy
Phone
Total
$ 0.00
Payment Type:
Amt Paid I Amt Due
$ 0.00
Chif20AY 0 3 PAID
Applicant
Valuation:
Total Sq Feet:
Available Inspections :
Inspection Type:
Final
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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated.
May 02, 2007
Date
Expiration: 10 /27/2007
Cell
$ 1,000.00
0
Wednesday, May 2, 2007 1
REPLACEMENT OF GARAGE DOOR
MA 1 1 20117
Passed
Inspector Comments
Failed
Correction
Needed
Re-Inspection
Fee
($75)
No Additional Inspections can be scheduled
re-inspection fee is paid .
until
ti
Inspection Date: 05/10/2007
Inspector: Grande, Claudio
Owner: STANFORTH, SILVIA MARIA
Job Address: 846 97 Street NE
Project: <NONE>
Miami Shores Village, FL
Contractor: JULIAO GARAGE DOORS
Building De artment Comments
Wednesday, May 9, 2007
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
et,
Block:
Permit Type: Residential Construction
Inspection Type: Final
Work Classification: Garage Door
Phone Number
Parcel Number 1132060142730
Lot:
Phone: 305-826-0250
Page 2 of 2
Miami Shores Village ralEEWE
Building Department APR 2 `7 2007
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY:
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING 05!01! l C
I � , Permit No. tali l Me
PERMIT APPLICATION Master Permit No.
FBC 2004
Permit Type (circle):
Owner's Name (Fee Simple Titleholder) S , '/ » Clo,tiL Phone #
Owner's Address
City / �I„ State FL
Tenant/Lessee Name
e
Job Address (where the work is being done) � - v'o .4-•
City Miami Shores Village County Miami -Dade
FOLIO / PARCEL # 11 ° , ' c3- I e2
Is Building Historically Designated YES NO oe
Architect/Engineer's Name (if applicable)
Describe Work:
Structural Review. $
1.11.1 C ret
+.
Type of Work: ['Addition liKlteration ['New
Olcic n s9m t Naraqi c100
Electrical Plumbing Mechanical Roofing
State 4 9
Value of Work For this Permit $ itt:Db Square / Linear Foo
Zip
Phone #
" C7 VC_
Zip 3 3 13,'
-e_ doors, 1 17 0 Phone # ( 3060 YAP --0950
Contractor's Company Name
Contractor's Address D3
City 44 i a Lea h
Qualifier Name c Di1 e L. AI 00
State Certificate or Registration No. Certificate of Competency No. C gi B 6063rd
Zip 33(5 Gp
Phone # (Q ° 2.
Phone #
ge 1 •;, i :8 83Me?
oi esitpa ociewn
RepWera , De
*************************************** s ********************************************
Submittal Fee $ Permit Fee $ CCF -(
Notary $ Training/Education Fee $ 0
Scanning $ �• Radon $ DPBR $
Technology Fee $
Sac 7s 7'2 Jr
CO /CC
Bond $ Code Enforcement $ Double Fee $ 11
Total Fee Now Due $ /' M
See Reverse side -+
Zoning $
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 $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochur will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice ommence ' t must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is iss In the nce of such posted notice, the
inspection ill not . e approved and a reinspection fee will be charged
Owner or Agent
The foregoing instrument was acknowledged before me this
day of .400. L / }1 4 by 0 /me.
who is personally known to me or who has produced i 21P eJ S
NOTARY
Sign:
Print
My Commission Expires:
* * ** ********** **** **
As identification and who did take an oath.
APPLICATION APPROVED BY:
(Revised 02/08/06)
Signature
ntractor
The for 'oing instrument as acknowledged before me this dam`+ 1
day of ,;21 /l CSC, by 303 t z hAtiCi0
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Prin c4 98.0153 k$ 0
I1
My Commission Expires: ID -3 ZDI D
***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Li/ 36 / r/
Plans Examiner
Engineer
Zoning
MM I� DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Amarr Garage Doors.
5931 Grassy Cree $�
Winston- Salem, N
SCOPE: This NO ;ei
materials. The do drt
accepted by the
allowed by the A
APR 2 7 2007
B
MIAMI - DADE COUNTY, FLORIDA
METRO-D4DE FS AGLER•BUII,D+NG
140 WEST FLAGLIAAT$EET, SUI,TM603
1141444, :30 -1563
(305) 375 -2,991: .AX (305) '.5 -2908
.• .
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the applicable rules and regulations governing thcuse constii ice
been reviewed by Miami -Dade County Product antral Divisith.aII1
ORA) to be used in Miami Dade County and other areas where• •
(AHJ).
This NOA shall' e'ali r the x piration date stated below. The Miami -Dade County Product
Control Division m Miami Dee 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 GarageElixir 9' Wide.
APPROVAL DOCUMENT: Drawing No.SFC- 590-0I1, Sheets 1 of i, titled "-Model #1200 WeatherGuard Plus
w/DuraSafeShort- Panel, Lung Pawl and Flush Panel," dated ()6X26 /111, prepared by Amarr Garage Doors. signed
and sealed by T. L. Shelmerdine, PE. bearing the Miami -Dade County Product Control Approval stamp with the
NOA number and approval date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large & Small Missile.
LABELING: Each unit shall bear a pennanent 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 these
materials, use, and/or manufacture of the product or. process. Misuse of this NOA as an endorsem n of ahy
product, for sales, advertising or any other purposes`shall automatically terminate this NOA. Fail roto u m 4m
with any section of this NOA shall be cause for termination and removal of NOA.
•
C old 611
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Flori
the expiration date may be displayed in advertising literature. If any portion of the NOA is disp
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by°the manufacturer or i
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 Candido F. Font PE.
NOA
Expiration Date:
Approval Date:
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16 GA SAO/. RESIDENTIAL
TOP ROLLER BRACKET
ATTACHED V/ (4) 1/4' z 3/4'
HEX HEAD SCREWS PER BRACKET
3 3/4' 1OL ✓
TYPICAL TOP FIXTURES
N.T.S.
R- TRUSS SPACING
SECTION HEIGHT
N.T.S.
0/4-20 x 5/8'TRAO(
PLACE 101.7 ARO NUT
TYPICAL DURASAFE END HINGE
BACKER PLATES
ADJUSTABLE ROLLER CARRIER
ATTACHED V/ (2) 1/4' z 1/2'
BOLT 6 NUT PER BRACKET
20 GA GALV. STEEL SECTION S
LOCATED AT EA CENTER HINGE
ATTACHED V/ DOUBLE SIDED TAPE
18' SEC. = 2' x 10 0/2'
21' SEC.. 2' x 13 1/2'
/16' BOLT RETAINER
040.5210
SUPPLIED 8Y INSTALLER)
2 5/8' x 4 3/8' x I8GR
INSIDE ELEVATION -
N.T.S.
10 BALL STEEL
ROLLER V/S' STEM
SLIDE LICK ENGAGES INTO VERTICAL '
TRACK ON BOTH SIDES V/8' 1O1
EKNGAG81887 COffOR)IDNG TO SFIC
3603-2. CSNAP LATCH OR SECURE LOCK
20 FA GALV. STEEL
END STILE ATTACHED
TO PANEL GD LANCES
BACICE
2 PLATE LOCATED BEHIND EA i R
CENTER HINGE
2' CAIN. WEE. TRACK
N.T.S.
P�,n6 � E
°164 TRACK 1H 083'
(PER KDWE58 VERTICAL JAMB DKB
B(N9HERN YELLOW PINE
TRACK MOUNTING DETAIL (No. 21X1 BETTER)
N.TS ✓
/
1
140A. DURASAFE
CENTER HINGE ATTACHED
V/ (4)1/4' It 3/4'
LEI( 860 SCREWS
R -TRUSS SPACING
SECTION HEIGHT
TYPICAL BBRS SAFETY BOTTOM BRACKET '
5/16' x 1 5/8' LAG '
C1) PER
JAMB BRACKET
2'
L._
, 24 GA. MIN EXTERIOR SKIN ,
V1T4 G-40 GALV. 6 BAKED • •
ITN POLYESTER MP COAT
1 4444 !
4
/
LIFT
BBRS BOTTOM BRACKET
.078' THICK ATTACHES
11/(3) 1/4' X 3/4' ,
HEX HEAD SCREWS WITH A
895' BRACKET SLIDER
SECTION A -A (SIDF VIEW)
N.T.S.
WOOD JAMB ATTACHMENT TO STRUCTURE_ /
2 x e WANDS .WAR ATTA.70AAFT TO sots MAW RROCII OAF
DM' x r LA2 same STARIOM r FICA M OS 7I034 10' 00. (1 1/Y MH•mo1)
J x e KR11C& JAM ATTA114YF1T( TO 2000 PA 11248FTF
NOM KM SOLT 3/0' X 4' STARTING D' FRCA KIDS DEN 24' D.C. (2 1/2' 1NED00I» /
10.4 SOME MIMI 3/r X 0 -3/4' STARING D' FROM DOS 1018 24' 0.C. (1 1/4'
ITIV/RAMET REREAD (Tie -BOLT) 3/8' 24' 01ARIN0 8' FROM D03 DM 24' GO (2
1/7 EMBENEICO
2 z e VFRIACA_ JANE ATFAC ONT m 81-80 Ix 081
10.4 SLEEVE ARCS 3/0' X 2 -3/4' STARING AP FROM ENOS iNEN 113' OA (1 1/4' •
/R wawa M• TAPOON 1 4' X 2-3/4' wawa FROM EMS. USE PM PM •
184§110178 (r APART) AT 16' 0.0(1 1/4 9121(841)
NAGS AND BOLTS CAN E 5N106IOC TO PROVIDE A FWSI 10211841 =FACE.
'PIEN/IRATEN OF HOOD AILS MT 010R8
15/16'1i x 3 5/8 X 22 GA.
13 5/8' R- TRUSS) GALV. STEEL
R -TRUSS ATTACHED V/ CH 1/4'
x 3/4' HEX HEAD SCREWS AT
EACH END STILE AND (2) 1/4' x
3/4' HEX HEAD SCREWS AT
EACH SEC. STRAP
7 GA MIN
moans was
CFC -FREE EXPANDED
80117111788 INSULATION
1 LB DENSITY 16184918(20.8.
.
*1104.2878118186
V/ CWIT VINYL ASTRASAL
SPEECIFIICARCNS ARID NO1F8
TRACK CONFIGURATION FOR 8'6' UP TO IF TALL DOORS /
N.T.S.
JAMB BRACKET LOCATIONS
1. ALL DIE LOAD TRIM 111E DOOR 6 TRANSFERRED TO 0E VOTIICAL TRACK.
11700 WE TRACK 11E LOAD 18 TRARSF70ED TO 11€ mama AWOL -
▪ NORISONTAL TRANS FFITIIE OR MADER DDOM ROOMS NCI PORTION OF DIE LOAD
2 EACH VERTICAL JAIO9 8 141.042 OMAN IM CR
+2360 UM/FT • -278.0 !80/187
A DOORS AND 640018 RE 00L E 822OD. 11M0FACTUF93
AND INSTALLED STIR STANDARDS AS BET FORM BYY GA. (,�1 {@K
O M= ROL FORM. E 13-4 40 0 GALVANOZZATEN R/ OAIOD 4 2 R YE8TLR FINIB1
5. USE 094 CA TO 1 -11169 PER SFOIICIE (4) =TIM AS SNOWS ,
0. D� UPm 170' ION WR9 1 C• (0) SEMI= AS MOW •
848 1 3-0/ R TR169 par=
7. A RESS IBi 9IIOICDAML 988412 EMAIL E 881285
SYA ON PR 4819
DES 002 88888507•27 LOADS •• •••
294010 ON 110040 N AOLLT011 m 01100 LOADNO6 •
& 718 MELD Q' TESTING WAS N 91BBMED& 601894AVCE •
MN LIE 8600FDURSS DCEOEBED N ASIA E33)-S. ASOE 7 A)0
SCION FLA. BUILDING COM PROIOGUS 201. 202 203 000 we DEEM* •
CRIMEA. DE PRESSURES MORN OM TIE DRAMATIS 198 OAIC •ADD
URNS TIE FOLLOWER PARASIEMEM
0 KPH 852 8 OUST 009 SPEED (130 MAN ICE) • • •
A 10
D . DOOR CIDI E 20TAUED NTH 0 TUT OP DOORS 710
INSIDE NE MME DIMIDIT00T Fj7CE84fU6, C11 P.
O 2K LEAN ROOF MONT AT ANY SLOPE
O IMPORTANCE FACTOR OF 1.00
E. EXPOSURE RATING OF t • •
8. DAS APPROVAL REQUIRES 111 KAMUFMM8ER m OM IMAM I•
COLS 8112 m MEC UM SO PAVES 18 80 009 4 OF
A OS U OF 2 10 * 1 8 78 (-8 E art FROM DM
RESOD AC01000 m /STY E-0 BT A DATE COMM M
MM •
SOI® AID PAD SY 0 YM0 i
R OTURER. EAR( I Y � ORDS f . 4 DE 11221
YEAR DE WRIEM PBER S14 MAL m MS ORN.7:J,ILODPf RMA1
ROOMS •MR C 56 004 08S ONE 5704170)6 1atE �
COLS AT 0 W W1411SACE RIREI PR00UCMCI MIMES. AND A ID0M0ED
MOMENT FROM THE WNWAC118E11 DIM ONLY COOS WITH YIELD STRENGTH
OF 31 D30 Y E *AXE DOaT PANELS FOR ME
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•
OFS78DN C EOM I MII
MAX SIZE -
9'X(3
DESIGN LOADS
+52.a -PSF
-82.0 PSF
FA FLAG BRACKET '
(1) 5/18 DIA. x
LAO BOLT ATTACHED TO JAMB
AT EA. JAMB BRACKET
•
•
12 OIL GALV. STEM. /
JAMB ATTACHED W/ S 1/4_20
1RACN SAUCE BOLT • NUT
OR (2) RIVETS
•593& Y C10EEIN VTDgTOR- SALEM. NO 27105
MODEL #1300 - � ne ieathe Plus w/DnraSate
Snort �1E&081• ko4 a±d Plush Panel
• 94 GAO: 4 06�9JID • MAIM IEEEER
CEDED BY DIE: • • SFC- 590 -011
EOM 11IGIAS L 6UER0fE PE RIG No. 01
• •
• •
••• •
• • •
• • •
• •••
• • •
•
SPLICE TRACKS AT IBM LOCATION
SECIRE 4 SPLICE
JAYS (3) 5/78'
ID DIA 0 1-5/8' ,
1AS 801.1s
DESIGN LOADS
✓
+ -270. 234.0 1H /IT
• • ••
• • •
• • •
••• •
• •
• •
• •
• • •
•• ••
11.74 4181,
MR= C'CAME
VAX MOTH SO'
SEE ROD82.3
P8 02 PRESSURE
610414E PRESSURE
• • ••
• •R RL14 R/eeul
MET 1 91
A
B
C
D
E
F
G
H
S
6' -6'
3'
14'
24'
35'
43'
53'
65'
70 '
7' -0'
3'
14.
27'38'
46'
56'
68'
76 '
7' -6'
3'
11'
24'
35'
43'
53'
65'
75'
8' -0'
3'
14'
27'
38'
46'
56'
68'
78'
16 GA SAO/. RESIDENTIAL
TOP ROLLER BRACKET
ATTACHED V/ (4) 1/4' z 3/4'
HEX HEAD SCREWS PER BRACKET
3 3/4' 1OL ✓
TYPICAL TOP FIXTURES
N.T.S.
R- TRUSS SPACING
SECTION HEIGHT
N.T.S.
0/4-20 x 5/8'TRAO(
PLACE 101.7 ARO NUT
TYPICAL DURASAFE END HINGE
BACKER PLATES
ADJUSTABLE ROLLER CARRIER
ATTACHED V/ (2) 1/4' z 1/2'
BOLT 6 NUT PER BRACKET
20 GA GALV. STEEL SECTION S
LOCATED AT EA CENTER HINGE
ATTACHED V/ DOUBLE SIDED TAPE
18' SEC. = 2' x 10 0/2'
21' SEC.. 2' x 13 1/2'
/16' BOLT RETAINER
040.5210
SUPPLIED 8Y INSTALLER)
2 5/8' x 4 3/8' x I8GR
INSIDE ELEVATION -
N.T.S.
10 BALL STEEL
ROLLER V/S' STEM
SLIDE LICK ENGAGES INTO VERTICAL '
TRACK ON BOTH SIDES V/8' 1O1
EKNGAG81887 COffOR)IDNG TO SFIC
3603-2. CSNAP LATCH OR SECURE LOCK
20 FA GALV. STEEL
END STILE ATTACHED
TO PANEL GD LANCES
BACICE
2 PLATE LOCATED BEHIND EA i R
CENTER HINGE
2' CAIN. WEE. TRACK
N.T.S.
P�,n6 � E
°164 TRACK 1H 083'
(PER KDWE58 VERTICAL JAMB DKB
B(N9HERN YELLOW PINE
TRACK MOUNTING DETAIL (No. 21X1 BETTER)
N.TS ✓
/
1
140A. DURASAFE
CENTER HINGE ATTACHED
V/ (4)1/4' It 3/4'
LEI( 860 SCREWS
R -TRUSS SPACING
SECTION HEIGHT
TYPICAL BBRS SAFETY BOTTOM BRACKET '
5/16' x 1 5/8' LAG '
C1) PER
JAMB BRACKET
2'
L._
, 24 GA. MIN EXTERIOR SKIN ,
V1T4 G-40 GALV. 6 BAKED • •
ITN POLYESTER MP COAT
1 4444 !
4
/
LIFT
BBRS BOTTOM BRACKET
.078' THICK ATTACHES
11/(3) 1/4' X 3/4' ,
HEX HEAD SCREWS WITH A
895' BRACKET SLIDER
SECTION A -A (SIDF VIEW)
N.T.S.
WOOD JAMB ATTACHMENT TO STRUCTURE_ /
2 x e WANDS .WAR ATTA.70AAFT TO sots MAW RROCII OAF
DM' x r LA2 same STARIOM r FICA M OS 7I034 10' 00. (1 1/Y MH•mo1)
J x e KR11C& JAM ATTA114YF1T( TO 2000 PA 11248FTF
NOM KM SOLT 3/0' X 4' STARTING D' FRCA KIDS DEN 24' D.C. (2 1/2' 1NED00I» /
10.4 SOME MIMI 3/r X 0 -3/4' STARING D' FROM DOS 1018 24' 0.C. (1 1/4'
ITIV/RAMET REREAD (Tie -BOLT) 3/8' 24' 01ARIN0 8' FROM D03 DM 24' GO (2
1/7 EMBENEICO
2 z e VFRIACA_ JANE ATFAC ONT m 81-80 Ix 081
10.4 SLEEVE ARCS 3/0' X 2 -3/4' STARING AP FROM ENOS iNEN 113' OA (1 1/4' •
/R wawa M• TAPOON 1 4' X 2-3/4' wawa FROM EMS. USE PM PM •
184§110178 (r APART) AT 16' 0.0(1 1/4 9121(841)
NAGS AND BOLTS CAN E 5N106IOC TO PROVIDE A FWSI 10211841 =FACE.
'PIEN/IRATEN OF HOOD AILS MT 010R8
15/16'1i x 3 5/8 X 22 GA.
13 5/8' R- TRUSS) GALV. STEEL
R -TRUSS ATTACHED V/ CH 1/4'
x 3/4' HEX HEAD SCREWS AT
EACH END STILE AND (2) 1/4' x
3/4' HEX HEAD SCREWS AT
EACH SEC. STRAP
7 GA MIN
moans was
CFC -FREE EXPANDED
80117111788 INSULATION
1 LB DENSITY 16184918(20.8.
.
*1104.2878118186
V/ CWIT VINYL ASTRASAL
SPEECIFIICARCNS ARID NO1F8
TRACK CONFIGURATION FOR 8'6' UP TO IF TALL DOORS /
N.T.S.
JAMB BRACKET LOCATIONS
1. ALL DIE LOAD TRIM 111E DOOR 6 TRANSFERRED TO 0E VOTIICAL TRACK.
11700 WE TRACK 11E LOAD 18 TRARSF70ED TO 11€ mama AWOL -
▪ NORISONTAL TRANS FFITIIE OR MADER DDOM ROOMS NCI PORTION OF DIE LOAD
2 EACH VERTICAL JAIO9 8 141.042 OMAN IM CR
+2360 UM/FT • -278.0 !80/187
A DOORS AND 640018 RE 00L E 822OD. 11M0FACTUF93
AND INSTALLED STIR STANDARDS AS BET FORM BYY GA. (,�1 {@K
O M= ROL FORM. E 13-4 40 0 GALVANOZZATEN R/ OAIOD 4 2 R YE8TLR FINIB1
5. USE 094 CA TO 1 -11169 PER SFOIICIE (4) =TIM AS SNOWS ,
0. D� UPm 170' ION WR9 1 C• (0) SEMI= AS MOW •
848 1 3-0/ R TR169 par=
7. A RESS IBi 9IIOICDAML 988412 EMAIL E 881285
SYA ON PR 4819
DES 002 88888507•27 LOADS •• •••
294010 ON 110040 N AOLLT011 m 01100 LOADNO6 •
& 718 MELD Q' TESTING WAS N 91BBMED& 601894AVCE •
MN LIE 8600FDURSS DCEOEBED N ASIA E33)-S. ASOE 7 A)0
SCION FLA. BUILDING COM PROIOGUS 201. 202 203 000 we DEEM* •
CRIMEA. DE PRESSURES MORN OM TIE DRAMATIS 198 OAIC •ADD
URNS TIE FOLLOWER PARASIEMEM
0 KPH 852 8 OUST 009 SPEED (130 MAN ICE) • • •
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D . DOOR CIDI E 20TAUED NTH 0 TUT OP DOORS 710
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O IMPORTANCE FACTOR OF 1.00
E. EXPOSURE RATING OF t • •
8. DAS APPROVAL REQUIRES 111 KAMUFMM8ER m OM IMAM I•
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A OS U OF 2 10 * 1 8 78 (-8 E art FROM DM
RESOD AC01000 m /STY E-0 BT A DATE COMM M
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R OTURER. EAR( I Y � ORDS f . 4 DE 11221
YEAR DE WRIEM PBER S14 MAL m MS ORN.7:J,ILODPf RMA1
ROOMS •MR C 56 004 08S ONE 5704170)6 1atE �
COLS AT 0 W W1411SACE RIREI PR00UCMCI MIMES. AND A ID0M0ED
MOMENT FROM THE WNWAC118E11 DIM ONLY COOS WITH YIELD STRENGTH
OF 31 D30 Y E *AXE DOaT PANELS FOR ME
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SPLICE TRACKS AT IBM LOCATION
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DESIGN LOADS
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