RC-08-755Inspection Date: 06/12/2008
Inspector: Rodriguez, Jorge
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Owner: MATEO, RAYMOND
Job Address: 1140 100 Street NE
Miami Shores, FL 33138-
Project: <NONE>
Contractor: JULIA() GARAGE DOORS
Permit Type: Residential Construction
Inspection Type: Final
Work Classification: Garage Door
Block:
Phone Number
Parcel Number 1132050190430
Lot:
Phone: 305 -826 -0250
Building Department Comments
REPLACEMENT OF GARAGE DOOR
0 0
Passed
Inspector Comments
cc 6 ---(2 -6?-1?
Plkl
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Wednesday, June 11, 2008
Page 1 of 2
App.
Miami Shores Village
Building Department "P f
b di �� Fed
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 �—
Tel: (305) 795.2204 Fax: (305) 756.8972 IG y:
Permit No. f-C/0
Master Permit No.
��_
BUILDING
PERMIT APPLICATION
FBC 2004
Permit Type (circle):
Electrical Plumbing
Owner's Name (Fee Simple Titleholder) ; M 15 /111 Phone # ��$ 7 9 i( FP® 0
Owner's Address /1 i0 6T 10®
City ® State P Zip 33137'
Tenant/Lessee Name Phone #
//ii0/1/6 DOS"-
Mechanical Roofing
Job Address (where the work is being done)
City Miami Shores Village
FOLIO / PARCEL # �- -
Is Building Historically Designated YES
County Miami -Dade Zip 33 Or
Contractor's Company Name /(O 6fee.4cc /, it /,(%'Phone # 3' 3 2 P2-50
Contractor's Address O , lil 6 re' A7 i iz Yaw
City s State A c Zip 33a LC
Qualifier Name ems' /, - Phone # 7 P ) 7/ ,6 gl7 Q
State Certificate or Registration No. Certificate of Competency No. q ` 8S -wra
NO
Architect/Engineer's Name (if applicable)
Value of Work For this Permit $
Type of Work: ['Addition
Describe Work:
❑Alteration
Phone #
Square / Linear Footage Of Work:
[]New
Repair/Replace
Demolition
* *** * ** *, * * *** * * * *, *,r**,t,r**** * ** **** Fees* *** ** r ** * * * * * ** ** * * * **** r
G / * * * *,r }t ,�x **
D ✓
OL0
Submittal Fee $ Permit Fee $
Notary $ W
Scanning $ 31ob
Training/Education Fee $
Radon $
Bond $ Code Enforcement $
Structural Review, $ Total Fee Now Due $ 21.
DPBR $
CCF $ 6.0 < COFC
Technology Fee $ I12.75
Zoning $
Double Fee $
See Reverse side -a
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 ' sence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged
Signature /
s.„
or Agent / .ntractor'
The foregoing instrument was acknowledged before me this 1 The forego ,�i . strument was acknowledged before me this 18
day of , 200r by WI ru a t fly Y) , day of ApriiA , 20 Q, by y /_;' ha
who is personally known to me or who has produced Mt. i/t(,Q;a who is personally known to me or who has produced Or j vita
4 As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print
My Conunission acpues:
* * * * * * * * * * * * * * * * * * * **
as identification and who did take an oath.
NOTARY PUBLIC:
**************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
APPLICATION APPROVED BY:
(Revised 02108/06)
(.
Plans Examiner
Engineer
Zoning
LIANCE OFFICE (BCCO)
ION
1.5f CUrriUge ourt
Winston - Salem, N.C. 27105
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: Model 1200-D WeatherGuard Plus with DuraSafe.
APPROVAL DOCUMENT: Drawing No.SFC- 590 -011, Sheets 1 of I, titled "Model #1200 -D WeatherGuard
Plus w/DuraSafe Short Panel, Long Panel and Flush Panel," dated 06/26/01, last revision 05 /21/07, prepared by
Amarr Garage Doors. Signed and sealed by Thomas L. Shelmerdine, PE. Bearing the Miami-Dade County Product
Control Renewal 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 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 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 renews NOA No. 01- 1017.02 and consists of this page 1, evidence page E -1, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
4 if
PP 2 = 2100 Li
BY:
MIAMI-DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1107
MIAMI, FLORIDA 33130 -1563
(305) 375 -2902 FAX (305) 375 -2908
www.buildnurcodeonline.com
NOA No: 07- 0425.02
Expiration Date: May 16, 2012
Approval Date: June 14, 2007
Page 1
A
Amarr Garage Doors.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS:
1. Drawing No.SFC -590 -011, Sheets 1 of 1, titled "Model #1200 -D WeatherGuard Plus
w/DuraSafe Short Panel, Long Panel and Flush Panel," dated 06/26/01, last revision
05/21/07, prepared by Amarr Garage Doors signed and sealed by Thomas L.
Shelmerdine, P.E.
B. TESTS: (submitted under NOA # 01- 1017.02)
1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform
Static Air Pressure Test for a 9' x 7' sectional steel garage door, prepared by
American Test Lab of South Florida, report # 0709.01 -01, dated 08/23/01, signed
and sealed by W. R. Mehner, PE. And IL Hattem, PE.
2. Test report on Evaluation of painted panels per ASTM D1654 & B117, prepared
by Subtropical Testing Service, test # AMR -1, signed and sealed by M. Mosbat,
PE.
C. CALCULATIONS: project 01-034, dated
1. Calculations prepared by Structural Solutions, P.A., p ro j
04/06/07, signed and sealed by Thomas L. Shelmerdine, P.E.
D. STATEMENTS: (submitted under NOA # 01- 1017.02)
1. Code compliance letter issued by Structural Solutions, PA., on 02/13/02, signed
and sealed by T. L. Shelmerdine, PE.
2. No financial interest letter issued by Structural Solutions PA, on 10/01/01, signed
and sealed by T. L. Shelmerdine, PE.
3. Protocol compliance letter issued by American Test Lab of South Florida on
08/30/01, signed and sealed by W. R. Mehner & H. Hattem.
E. MATERIAL CERTIFICATION: (submitted under NOA # 01- 1017.02)
1. Test report on Tensile Test from 3 Samples ATL 0712.01 -01A,B &C, prepared by
Q. C. Metallurgical, Inc., report # 1GM -1038 dated 08/02/01, signed and sealed
By F. Grate, PE.
F. OTHERS:
1. Renewal Request Letter issued by Amarr Garage Doors, dated 05/15/07, signed
by Danny L. Joyner, Manager of Applications Engineering.
E -1
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 07- 0425.02
Expiration Date: May 16, 2012
Approval Date: June 14, 2007
16 GA GALV. RESIDENTIAL
TOP ROLLER BRACKET
ADJUSTABLE ROLLER CARRIER
ATTACHED 9/ (2) 1/4' x L2'
BOLT & NUT PER BRACKET
20 GA GALV. STEEL SECTION STRA
LOCATED AT EA CENTER HINGE
ATTACHED 9/ DOUBLE SIDED TAPE
10' SEC. x 2' x 10 I/O'
21' SEC. = 2' x 13 I/O'
ATTACHED 9/ (4) 1/4' x 3/4'
HEX HEAD SCREWS PER BRACKET
TYPICAL TOP FIXTURES
N.T.S.
140A. 064/06FE
CENTER HINGE ATTACHED
9/ (4) 1/4' x 3/4'
HEX HEAD SCREWS
24 0A. MIN EXTERIOR SKIN
WITH 0-40 GAL /. & BAKED
ON POLYESTER TOP COAT
TYPICAL DURASAFE CENTER HINGE
N.T.S.
R -TRUSS SPACING
SECTION HEIGHT
12 0.4 DURASAFE
END 4(040E ATTACHED
9/ (2) 1/4' x 3/4'
HEX HEAD SCREWS
(I) 140/. DURASAFE
ROLLER CARRIER ATTACHED
W/ (4) 1/4' x 3/4'
HEX HEAD SCREWS
3 3/4' MIN
SIDEROUM
gram
8'
INSIDE ELEVATION
N.T.S.
LIFT HANDL
R -TRUSS SPACING
SECTION HEIGHT
10 BALL STEEL
ROLLER 9/5' STEM
BBRS BOTTOM BRACKET
.078' THICK ATTACHED
W /43) 1/4' X 3/4'
HEX HEAD SCREWS WITH A
.095' BRACKET SLIDER
SLIDE LUCK ENGAGES INTO VERTICAL
TRACK CN BOTH SIDES 5 /8' MIN
ENGAGEMENT CONFORMING TO SFBC
3603-2 (SNAP LATCH OR SECURE LOCK
OPTIONAL)
TYPICAL DURASAFE END HINGE
N.T.S.
S E0U1.E 8
W PTO08LE YEAH
( PPLIED BY INSTALLER)
2 5/8' x 4 3/0' x 180.4
BACKER PLATES
1/4 -20 x 5/B'TRACK
SPLACE BOLT AND NUT
TYPICAL BBRS SAFETY BOTTOM BRACKET
SECTION
N.T.S.
N.T.S.
20 LTA. GAIN. STEEL
END STILE ATTACHED
TO PANEL (2) LANCES
2 5/8' x 3 I/O' x 185A BACKER
PLATE LOCATED BEHIND EA
CENTER HINGE
POLYSTYRENE CORE
8' DNA
I' INER
(1 PER TROLLER
5/16' x 1 5/8' LAG
CREW (D PER
JAMB 84651(51 WOOD JAMB ATTACHMENT TO STRUCTURE
HATED FOR 188 MPH FEN( OUST 4130 TOTHH FASTEST -MILE 8AS4 8840 SPEEDS)
1 15/16.6 0 3 5/0.8 X 22 GA
(3 5/8' R- TRUSS) CALI/. STEEL
R -TRUSS ATTACHED V/ (2) 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
INTERIOR SKIN
3 GA FLAG BRACKET
Vila TRACKS AT THIS LOCATION
1/4Y-20 TRACK SPLICE BOLTS & NUTS
SECURE TO JAMB will (3)) /18'' DIA 1 6 /6'
LAO BOLTS
(1) 8/18' DIA. x 1 -8 /8'
LAD BOLT ATTACHED TO JAMB
AT EA JAMB BRACKET
CFC -FREE EXPANDED
POLYSTYRENE INSULATION
1 LB DENSITY
R85.73. 160.17
OJT. ALUM. EXTRUSION
W/ CONT. VINYL ASTRAGAL
A -A SIDE VIEW)
2' OALV. STEEL TRA014
TRACK 1HICKNEBS .083'
5001. VERTICAL JAMB 2X8
TRACK MOUNTING DETAIL
SOUTHERN (No. 2 08 OE1ERR))
N.T.S.
7 12 It VPRM.M JAMB ATTAD00141 TO WOOD FRAME RINI000RF
6/18' X 3' LAO Sagas 8TAR1NO 6' FROM ENDS THEN 24' DG (1 1/4' EISSOYENT)
41.5 KW1K BOLT 3/8' X 4' STARING 8' 4601 END8 THEN 24" 0.2 (2 1/2' EMINENT)
HMI � ANCHOR 3/8' x 2-3/4' STAM M 8" FBOM 2NB8 THEN I8' 60. (1 1/4'
RV/RAMSEY REDHEAD (IR0 -80LT) 3/8' x C 91MDN0 6' FROU EN05 DEN 24. 0C. (8
2 X fl
Bt n 5 67) 0LNLMT ter B0 IM1OCR
KU STEM ANCHOR 3 /8' X 2 -3/4• S1AR1N0 6' FROM ENDS THEN 18' 0.D 0 1/4'
IIW /RANSET TAPCON 1/4" x 2-3/4' STARTNO 6' FROM EROS. USE PARS OF
FASTENERS (3' *288)) AT 02' 0.C(' 0/4' EMBEDMENT)
MASS AND BOLTS CAN BE COUNTERSUNK TO PRO DE A FLUSH MUUNTNO SURFACE
)PREPARATION OF WOOD JA1,186 BY OTHERS
12 OA GALV. STEEL
JAMB BRACKETS
ATTACHED 6/ (1) 1/4' -20
M CK BOLT & NUT RIVETS
TRACK CONFIGURATION FOR 8'8' UP TO 8' TALL 000RS
N.T.S.
JAMB BRACKET LOCATIONS
SPECIFICATIONS AND NOTES
1. AIL THE LOAD FROM 11I5 DOOR 1S TRANSFEMED M THE VERTTIIp041, TRACK,
FROM 1 HOPoIZONNT JAMS CR HEADER RECEIVES t 0 PORT OF LOAD
IOM
TRANSFERRED FROM THE DOOR.
2 EACH 80/17 L JAMBS RECEIVES MAKMUN CUSS LOADS OFT
+234.0 LBS/FT & 27&0 58S/FT
3. DOORS AND HARDWARE WILL BE D, MANUFACTURED
AND INSTALLED WITH STANDARDS AS 551 SET Foam BY DASMA
4. DOW SECTIONS STILL 8E 27 OA. (.01(1) TOL AND 24 DA 022)10N
EXTERIOR ROLLED FORMED, 8-40 OALVANVATION Vt BAKED DH POLYESTER FINISH
USE O( DOORS 1202 18'1601 021887 05 14) SECTIONS AS 0088
uSE (1) 3-B� R -• ice PER SE SECTION
(8) SECDW(S AS SHO&PL
7. S 165001NO STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A RE®318ED PROFESSIONAL MOM FOR AM LOADS
INDICATED ON OBS DRASTIC N ADDITION TO OTHER LOADINGS.
8. THE METHOD 0' 7FSDNO WAS N SU88TANITAL CONFORMANCE
Y OH THE PROCEDURES DESCRIBED N ASTU E3I0-110, ASCE 7 -02, AND
280 2064 PROTOOA1B 2O, 202. 203 YAM LOAD DEMON
CRITERIA THE PRESSURES SNOWN ON THE OWING WEBE CALCULATED
USNO THE 2041,04848 5604950004
A 180 MPH PEAK OUST BIND SPEED
B. DOOR CAN BE INSTALLED WIN 6 FEET O DOORS MOTH
INSIDE THE EDGE 8167.
G 26' MEAN ROOF HEIGHT AT ANY SLOE
0. 8IP0R1ANCE FACTOR OF 1.08
E EXPOSURE RA1740 W C
8. THIS APPROVAL RL0ARES THE MANUFACTURER TO DO TESTING OF ALL
COLS USED TO FABRICATE DOOR PANELS UNDER DOS N 1700 OF ACCEPTANCE.
A MiNDOM OF 2 SPECIMENS SHALL BE CID' FROM EACH COL AND TEN31E
TESTED AMMO TO ISM 0-8 BY A DACE COUNTY APPROL 8 LAB
SELECTED AND PAID BY DE MANUFACTURER. EVERY 3 MONTHS. 4 TIMES A
YEAR THE MINUFA 10808 SHALL MAIL TO THIS OFF10Et A COPY OF THE TEST
COAT DIE PRODUCTION FACILITIES. AND NOTE
ST48MEM FROM THE 614615+0108)8 THAT ONLY COOS WITH Y@1D 80PENOTH
OF SUMO PS OR MORE SAL BE USED 10 MAKE DOOR PANELS FOR DADE
COUNTY WIDER TUBS NOTICE OF ACCEPTANCE.
PRCDL'CTREVBWEIS
RA "1201185 N(TtF Mate igib
Eu4Lt;Cr.3c
ACC(PFCTCD Ms
Es 4l414o' . Y /lJYUS
Oivls!DD
MIRES O 00.4.05E
MAX WIDTH 9'0' �--
DEMON LOADS
+274.0 F(S/FT
SEE NOTES 2 & 3
POSITIVE PRESSURE
NEOAUVE PRESSURE
REY
B(N OF IEMO
DAIS
UPDATE 9F AMR MAMBO SIRICRI E
4(3/00
15621E CODE MIOENC 2
5/21/07
MAX SIZE
9' X 8'
DESIGN LOADS
452.0 PSF
-82.0 PSF
LARGE MISS1E
IMPACT
RESISTANCE
103 CARRIAGE FUDnT WINSTON- SALEM, N.C. 07103 WVAMARR.COM
MODEL #1200 -D WeatherGuard Plus w/DuraSafe
Short Panel, Long Panel, and Plush Panel
SE
8
DBAAN BY DU
061E 00/18/01
054081 BY
DALE
CDAR(O M11 ER
SFC -590 -011
22010121 NOVAS L SHWERCINE PE 115. NIL. 004099 MEET 1 CF 1
2
8
5
2
5
5
0
4
5
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'
82'
e' -0'
3'
14'
27'
38
46'
56'
68.78'
88'l
SPECIFICATIONS AND NOTES
1. AIL THE LOAD FROM 11I5 DOOR 1S TRANSFEMED M THE VERTTIIp041, TRACK,
FROM 1 HOPoIZONNT JAMS CR HEADER RECEIVES t 0 PORT OF LOAD
IOM
TRANSFERRED FROM THE DOOR.
2 EACH 80/17 L JAMBS RECEIVES MAKMUN CUSS LOADS OFT
+234.0 LBS/FT & 27&0 58S/FT
3. DOORS AND HARDWARE WILL BE D, MANUFACTURED
AND INSTALLED WITH STANDARDS AS 551 SET Foam BY DASMA
4. DOW SECTIONS STILL 8E 27 OA. (.01(1) TOL AND 24 DA 022)10N
EXTERIOR ROLLED FORMED, 8-40 OALVANVATION Vt BAKED DH POLYESTER FINISH
USE O( DOORS 1202 18'1601 021887 05 14) SECTIONS AS 0088
uSE (1) 3-B� R -• ice PER SE SECTION
(8) SECDW(S AS SHO&PL
7. S 165001NO STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A RE®318ED PROFESSIONAL MOM FOR AM LOADS
INDICATED ON OBS DRASTIC N ADDITION TO OTHER LOADINGS.
8. THE METHOD 0' 7FSDNO WAS N SU88TANITAL CONFORMANCE
Y OH THE PROCEDURES DESCRIBED N ASTU E3I0-110, ASCE 7 -02, AND
280 2064 PROTOOA1B 2O, 202. 203 YAM LOAD DEMON
CRITERIA THE PRESSURES SNOWN ON THE OWING WEBE CALCULATED
USNO THE 2041,04848 5604950004
A 180 MPH PEAK OUST BIND SPEED
B. DOOR CAN BE INSTALLED WIN 6 FEET O DOORS MOTH
INSIDE THE EDGE 8167.
G 26' MEAN ROOF HEIGHT AT ANY SLOE
0. 8IP0R1ANCE FACTOR OF 1.08
E EXPOSURE RA1740 W C
8. THIS APPROVAL RL0ARES THE MANUFACTURER TO DO TESTING OF ALL
COLS USED TO FABRICATE DOOR PANELS UNDER DOS N 1700 OF ACCEPTANCE.
A MiNDOM OF 2 SPECIMENS SHALL BE CID' FROM EACH COL AND TEN31E
TESTED AMMO TO ISM 0-8 BY A DACE COUNTY APPROL 8 LAB
SELECTED AND PAID BY DE MANUFACTURER. EVERY 3 MONTHS. 4 TIMES A
YEAR THE MINUFA 10808 SHALL MAIL TO THIS OFF10Et A COPY OF THE TEST
COAT DIE PRODUCTION FACILITIES. AND NOTE
ST48MEM FROM THE 614615+0108)8 THAT ONLY COOS WITH Y@1D 80PENOTH
OF SUMO PS OR MORE SAL BE USED 10 MAKE DOOR PANELS FOR DADE
COUNTY WIDER TUBS NOTICE OF ACCEPTANCE.
PRCDL'CTREVBWEIS
RA "1201185 N(TtF Mate igib
Eu4Lt;Cr.3c
ACC(PFCTCD Ms
Es 4l414o' . Y /lJYUS
Oivls!DD
MIRES O 00.4.05E
MAX WIDTH 9'0' �--
DEMON LOADS
+274.0 F(S/FT
SEE NOTES 2 & 3
POSITIVE PRESSURE
NEOAUVE PRESSURE
REY
B(N OF IEMO
DAIS
UPDATE 9F AMR MAMBO SIRICRI E
4(3/00
15621E CODE MIOENC 2
5/21/07
MAX SIZE
9' X 8'
DESIGN LOADS
452.0 PSF
-82.0 PSF
LARGE MISS1E
IMPACT
RESISTANCE
103 CARRIAGE FUDnT WINSTON- SALEM, N.C. 07103 WVAMARR.COM
MODEL #1200 -D WeatherGuard Plus w/DuraSafe
Short Panel, Long Panel, and Plush Panel
SE
8
DBAAN BY DU
061E 00/18/01
054081 BY
DALE
CDAR(O M11 ER
SFC -590 -011
22010121 NOVAS L SHWERCINE PE 115. NIL. 004099 MEET 1 CF 1
•
FN 0. P3/4"
(NO ID)
13.30'
89. '
0.20'
LOT 8 BLK 178
CL
MI
LC51
Conc.
FD .LP .1/2
(NO ID)
W.
8
13.00'
'(R&M)
(NO ID)
1.0
• Conc.
13.35'
(NI
6.00'
10.00'
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8.19q
.49C9)
\
7.29' \
8
10.25'
21.60'
t..
ONE STORY CBS
RESIDENCE # 1140
FE7-.8.79'
0
r-
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0
+4-
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0
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15' ALLEY
15.
17.80'
7g.00TR8:14-7-1'
9' Asphalt.....,
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2.35'
111
(NI
(NI
2.40'
q
0
138'
�w
40.5' Parkway
W.M. 4
lI
331.80'
0.25'
UL
LOT 6 BLK 178
-0 BC
FND.I.P.112“
(NO ID)
0
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0.60' ON le( Oh 17
ND.I.P.112° fy
(NO ID) ai °)''' 'WAS/
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