75 NE 98 St (4)•
Date 7A- °�t�y Job Address 7• - ^" E ?J /77 Tax Folio
Legal Description
Owner / Lessee / Tenant `7#/t /. -( 1',Q o J)/✓✓TA ? Master Permit 4t
Owner's Address - 7 S ti r 9 ✓ m.
Contracting Co. ,4/L_ o J
Qualifier �.c c (,0 .,.., SS# (, - Phone c --f/ - / Z 1 9
State # Municipal #1.3? Competency # Ins.Co.
Architect /Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type(circle one BUILDIN' ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION -777.,,-*, 1. / t9 ' c. CINe.. -r D o•- •i,✓ //„ �I — /� / �
Square Ft. Estimated Cost(value) 5 - 0 d
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO
SO 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).
Application is hereby made to obtain a permit to do work and installation as indicated above, and
on the attached addendum (if applicable). I certify that all work will be performed to meet the
standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
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. furthermore, I
authorize the above-named contractor to do the work stated.
Si ture of owner nd/or Condo President Signature of Contrac or or 0 er- Builder
Date: - 7/249/ 0 4
Notary as to Own :;rlt iff"d6 PIPPitHeK
7 <- SCOTT W DAVIS
�� Sj= * COMMISSION NUMBER
t .II +a Q CC255237
.17.% F 7c.. MY COMMISSION EXP.
OF � t•.
** * * a..�.�. , Jii "_ *5'1997*
My Commission Ex
APPROVED:
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
o
FEES: PERMIT 3/s RADON C.C.F.
Fire
Zoning Buil
Mechanical Plumbin
Address ,k1 A - 1 /„✓ , L 9
Date:
Notary as to Contr
My Commission Expi
Y�
Phone 7 5 O I 2_0
0_ 4/9
pRY 0 OF 1 AL • SEAL
. � ( i BARBARA ANN FUGAZZI
�l��SA — COMMISSION NUMBER
N V. CC360191
* * 7 l F ,* O �� * MY COA)AISSION j(P.
OF Fv MAR. 29 1 19 8 8 8 8
Other
Electrical
Engineering
t
m SENDER:
0 • Complete items 1 and/or 2 for additional services. I also wish to receive the H • Complete following services (fo"r an extra
i
a Prrint int your a our t n items name and and 4a & b. nd address on the reverse of this form so that we can fee):
o return this card to you. 1. El Address . 1
• Attach this form to the front of the mailpiece, or on the back if sp a
E does not permit.
m
L • Write "Return Receipt Requested" on the mailpiece below the article number. 2. El Restricted Delivery
r • The Return Receipt will show to whom the article was delivered and the date ostmaster for fee.
cc
C delivered. ¢ gip Numbe E
3. Article Addressed to: �� a
o o
�' `� 4b. Service Type
E 15 W / C - /4 'G ❑ Re ❑ Insured
cc
o •;% �� Q"Eertified El COD •�
y � ❑ Express Mail ❑ Return Receipt for
co �7 o f t ? . y • C? d e l , �,,. Merchandise
l a
y 7. Date lelivt 0
-'✓, ;,
8. Addressee's Address (Only if requested c
and fee is paid) m
.c
t
11, December 1991 :"z U.S.G.P.O. : 1992 - 307 -530 DOMESTIC RETURN RECEIPT
r
Date 7/0
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Job Address 7(12/i /?/< Tax Folio
Legal Description !�
e
Owner / Lessee / Tenant g. �! t> ' Master Permit 4i (, (17( I
Th
Owner's Address h � � � �,): Phone 758 ,o , �a� 4L/av/i
Contracting Co. C-PlI 6 4 , /( /4 Address
s
Qualifier �/f 9 7 igtoArT174 ss# - -
Phone 9'�/7:-. ��✓
State i Municipal # Competency # Ins.Co.
Architect /Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION 71T (o
4 eV /h! U " 5 �✓�J`�Jvv)`"" C��
ge 9 � ' rz -r
Square Ft. Estimated Cost (value) rii d(/i
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO
SO 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).
Application is hereby made to obtain a
pp y permit to do work and installation as indicated above, and
on the attached addendum (if applicable). I certify that all work will be performed to meet the
standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
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. Furthermore, I
authorize the above -named contractor to do the work stated.
Sig ture of owner and/on/mode President
Date:
Notary as to Owner
My Commission Expir
** *
rQpSEA
7 ,<i BARBARA AN QAZZI
Yqii * COMMISSION NUMBER
CC360191
2� MY COMMISSION EXP.
. 29 1 198
Signature of Contractor or Owner- Builder
Date:
c
Notary as t+o it P ! FUOA i
My Commissi j. �' e� RBA ANN UMBER 1.
, * COMMISSION NUMBER
TA o
4 Q CC360191
c ts MY COMMISSION EXP.
5
o �
FEES: PERMIT `3 �, RADON C.C.P. 6/D NOTARY �� TOTAL DUE (4 3•
APPROVED: Fire
Zoning Buildin
Mechanical Plumbing Engineering
a./ &fr
7 ?'Y
Other
Electrical
RECEIVED
NO 2 1 2003
BUILDING
PERMIT APPLICATION
FBC 2001
City I' 11 4 n
City I - 1 - D 1 . 1 1 (04,0 State FL FL Qualifier 6 L €-rt y Sie __
County Escrow Fee $ (o 0
Education/Training Fee $ . a 7
Miami Shores Village
Building Department
Permit No.
Master Permit No.
Permit Type (circle) Building) Electrical Plumbing Mechanical Roofing
Owner's Name (Fee Simple Titleholder) a ex - )', rr'e -951 -(D 4
Owner's Address '1 S 1) q <B StRe 1"
City \--t t ari-t ' 5+L O-- State _ a- Zip . 3 �/
Tenant/Lessee Name Phone # {
Job Address (where the work is being done) 95 13 ST1 e_T
City Miami Shores Village County Miami -Dade Zip
Is Building Historically Designated YES NO ✓
Contractor's Company Name 3 S A. t u- pi- Phone # q 5 q - get, — 1 3 '()
Contractor's Address l 1 L iq • to ( ;
Zip 3 3 0 .D q
Architect/Engineer's Name (if applicable) -- re 1 +e C( - Phone # 3Uj ' S 3
Architect/Engineer's Address (o S ` (' 3 2 f
State 1C.. Zip 331(
$ Value of Work For this Permit ` 1 /20 , 00 Square Footage Of Work:
Number of: Bays Stories Families Bedrooms 3 Baths a
Type of Work: ❑ ddition ['Alteration EiNew
Describe Work:
❑ Repair/Replace ❑ Demolition
F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Fee $ l O(9 f Notary $
Tech $ 2 L 5 0 Scanning $ 3 — Radon $
Code Enforcement $ Bond $ uu
/ Str • cct. $
Minus Plans Check Fee $ Total Fee Now Due $ 1 D i , :) (n
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
zcc13 -- ► x3�
(Continued on opposite side)
Bonding Company's Name (if applicable) / f 'A
Bonding Company's Address
City State Zip
Signature
44 El
CD 4
W 0
W E , °'
t IA
U
O En C7C) �.
Wiz ° b A^
A en
0-1 PC1
Llq
° S
Owner or Agent ' ' ontractor
The foregoing instrument was acknowledged before me this 07 / The foregoing instrument was acknowledged before me this.(
day of ad , 2063 , by aP.ft iSL ► Y/drt l ma 61■4 At s , day of
Y lef-- , 20 63, by (4/All 3 7•CPet1(__
v
who n to me has produced who is ` onally known to me r who has produced '
As identification and who did take an oath.
NOTAR as identification and who did take an oath.
PUBLIC: ,� NOTARY PUBLIC:
Sign: A✓lti i/1 'Lf>,/ sign cam,_ t_G�
(/�.'.� !/1
Piin . y � ��� Susan M. Ridgway (�
717 Print: /Y2 . /PIff.7. Sus M Ridgway
My Commission Expires: ' F * My Commission CC929717
, � N M' " ' E xp i res April 20, 2004 My Commission Expires: 3,
„ 0 0 1 Expires April 20, 2004
(Certificate of Competency Widely.
Certificate of Competency No. — 1 (j (3 S v 0 1.90
,******** sss****************•** s* * * * * *s * * *** ** * * ** ** * * *** * * * * * ** * s*„* s** * *• * *s * * *ss * *s *s * * * * *sss *s * ****
chc7/7 /03
State Certificate or Registration No.
APPLICATION APPROVED BY:
•
a mi o a
O. > u M.
I c , 0 a)
S
O ▪ < 0 °'
NOV 212003
Plans Examiner
Engineer
Zoning
as
Ing
JS,
all
UR
fG,
DF
lust
on
site
Ithe
++''� ti-I1 es
Zf'tIS� t rret Soh
7 w. 9$ she
shores /Z 35'3 8
S, Rei
0 A114,01 i niA4rt And s. Js
0 ) it c-4- 110►"
C P
J0 s /Q ct n,/- C[M,.T
3 3 D.4f
Basic Wind Speed 146 mph
( Fig. 6.1 ASCE -7 98) Dade County
Exposure C a Zg ---
Reference: section 6.5.6 9.5 900
Open terrain with scattered obstructions height Tess than 30ft. Open country , grasslands and shorelines in hurricane prone regions
Building Type Partially Enclosed "°
.ri u_ � -_,, 4
( Enclosed, Open, Partially Enclosed - Reference: section 6.5.9)
Kd - Table 6 -6 0.85 0.85 Use of .85 for Load Combination w /out increased Allowable Stress
Kz - Table 6 -5 0.85
Kh - Table 6-5 0.85
Kzt - Fig. 6.2 • Section 6.5.7 1.00 To be used when H >= 15'
6971W Sunrise Blvd. Suite 104
Plantation - Florida - 33313
Tel: (954) 585-0304 Pager. (954) 209 -8591
Fax: (954) 585 -0305 Email: Engco d(J1i OL.com
Wind Load Calculation for Components and Cladding under ASCE -798 - Florida Building Code 2001
Buildings with MRH < = 60' and 60' <MRH <=90' (MRH =Mean Roof Height)
Building Mean Height 15.00 Feet
Cladding Elevation 15.00 Feet
Minimum Width 56.00 Feet
Roof Slope
Import. Factor (1) 1.00
( Category 1 - 0.77 Category 11 - 1.0 Category 111 & IV - 1.15 - Reference: table 6 -1 ASCE -7 98)
Velocity Pressure (qz) 39.37 Psf
Velocity Pressure (qh) 39.37 Psf
Tributary Area
GCpi ( Int. Pressure )
GCp ( Ext. Pressure )
Fig. 6-5A Walls ( h <=60') zone 5 ( +) 1.00 zone 5 ( -) -1.40
Wind Toad Psf
zone 4
zone 5
End zone (a)
ENGCO, inc.
Engineering Services - CA 8116
10 ft2
0.55 -0.
zone 4 ( +) 1.00
positive
Psf
61.0
61.0
negative
Psf
-65.0
-76.8
68 INCHES
zone 4 ( -) -1.10
Notation: (a) - 10% of the least dimension or 0.4 of mean roof height, whichever is smaller.
Also (a) must not be less than e ther 4% of the least dimension or 3 feet.
REF. #: w 03-647
Contractor. Jordan's Aluminum
116 N. 61st Avenue
Hollywood, Fl - 33024
Job: Genise Bulness
75 NE 98th Street
Miami Shores, Fl 33138
gz�.00256 . Kz . Kzt . Kd . V ^2 . I
gh=0.00256 . Kh . Kzt . Kd . V ^2 . I
Reference: Table 6-7
ENGCO INC HAS NOT VISIT THE JOB SITE, WIND LOAD BASED ON CONTRACTOR INFORMATION
THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE PRODUCT APPROVAL DESIGNED RATING.
Date: 10/29/2003
Design by: PEDRO DE FIGUEIREDO, PE 52609
Roof Slope Reduction Factor
1.00
Zone 5 for units located Tess than 68' from building corners
(Sheet 1 OF 1
OCT 2 9 2003
5970 FUNSTON STREET - HOLLYWOOD, FLORIDA 33023 - PHONE 989 -0692
DATE: ro l (J3
Dear: 1 '1l Shits
We: D & D Aluminum Distributors, Inc, are the Current Dade -
County Notice 'of Acceptance Holder for the 0.60 ALUMINUM STORM
PANEL. Acceptance No. 96- 0918.01 Expires: 05/22/00
144,botd t;l sJ44o8 67 -03o6.0
This Letter Authories & at 's Alt -vn01 244c,
To Use our Dade County Approved Aluminum Storm Panels.
Thanking You:
v
Thomas D. Gingrich
President:
D & D ALUMINUM
MIA M I•DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
D & D Aluminum Distributors, Inc.
5980 Funston Street
Hollywood, Florida 33023
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 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
e 'the right to
Division (In Miami Dade County) and/or the AHJ (in areas other than
this i Da Co u ri ese to fails in
have this product or material tested for quality assurance pure oses
the accepted mariner, 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: 0.060" Aluminum Storm Panels Shutter
APPROVAL DOCUMENT: Drawing No. 03 -044, titled " 0.060" Aluminum Storm Panel ", sheets
bearing the through 6
of 6, prepared by Tilteco, Inc., dated February 26, 2003, last revision #1 dated February
Miami -Dade County Product Control Revision 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 panel shall bear a permanent label with the manufacturer's name or logo, city, state and the
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 ben a revision or endorsement of nge in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as 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. Florida, and followed by
ADVERTISEMENT: The NOA
in advertising literature. If any�portio of the NOA is displayed, then it shall
the expiration date may be displayed
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 revises & renews NOA # 9 b 04 & consi
si s tts o this
P.E 1 & approval document mentioned above
The submitted documentation was re Y
fi.
o51007
NOA No 03- 0306.03
Expiration Date: 05/22/2008
Approval Date: 05/08/2003
Page 1
• 1.000 1.350"
.250'
1 2.125' 41930.
03 HEADER
SCALE: 1/2" = 1"
I- 3'
Max.
1 Min.
•
2.175'
.015 x 80'
.250' Max. GAP
SECTION A-A
•
1.350'
CONCRETE
1.250' 1.350'
12.000" (EFFECTIVE IWOTH)
14.J 17' (TOTAL MOTH)
1/4 / S S STUD
RIVETED 70 ANGLE
0 12' 0.C.
(SEE SCHEDULE)
CONCRETE ANCHORS
(SEE SCHEDULE)
STORM PANEL ELEVATION
•
2.175'
r T T T T T T T T T T T T T T T T Z T - T T T - r -
1..350" _ 1.000"
3 ' -
Max.
1 Min.
O
-- TT - 1
•
ti
v
•
•
1 3 '•
M ax.
1 Min.
SCALE 1 1/2" = 1 -0"
.250 Mox. GAP -
SCALE 1 1/2" = 1 -0"
2.189'
�--- 2.125' 24'
COMPONENTS
FEB 2 7 200
/. sromd PNNf1 SHOWN ay nes PRODUCT APPRO34L =woo HAAS 'WEN DESK.r/m LN ACCOR.E VICE IIIH 114E 2001 LD/7IOW Or THE FLORIDA
BUILDING CODE
OGSIGN WINO LORDS SHALL BE DE7ERM ED AS PER SECTION 1619 OF THE ABOVE AUVTOONED CODE FOR A a4SAC MO SPEED OF 144 "Lpi..
AND W ACCORDANCE II714 AS10E 7 -96 S7AMARA
STORM PANELS ADEOUACY FOR IMPACT AND FATIGUE RESLSTANCE HAS BEEN VERIFIED AN ACCORFONCE WITH SECTIONS 7606.1.4 or 114E ABOVE
MOV71DNm CODE AS PER PA-201, PA -202 AND HA -203 AS PEA MERTON TEST LAB REPORT / 0612.07 -96.
2. ALL ALLANNUM 017RUSION5 SHALL BE 6063 -78 ALLOY (L MESS 01MERM'SESE NOTED).
J. ALL ALIMMAH 9EL7 METAL PANEL SHALL MMYE 3072 -14.34 ALLOY.
4. M.L SCREWS TO BE STNNLESS S1EEL .4 OR J16 SERIES w/ 50 AN YIELD PORT AND 90 NT TENSILE STRENGTH OR CORROSION RESISTANT
COOED CARBON STEEL AS PO? ON 50016.
5. L7OL1S 70 BE 2024 -74 ALUATIMAI ALLOY GALVANIZED 0R STAWIESS S/EEk, MI7H 36 M ~RN
6. ANCHORS 7D NLALL SHAU BE AS FOLLOWS: (UALESS OTHENKSE NOTED)
(A) 70 DISTINAC POURED CONCRETE
- 1 /4 "M TAPOON ANO4ORS AS MANUFACTURED BY I.T.W. BLADE( OR ELCO =IRON.
- 1/4 "0 IAAAAC MLIN ANCHORS, AS AW4 FACTUPED BY POWERS FAS7r1 .V. INC.
- 1/4'147/8 GAUD -IV AAKJIORS, AS &MFAC7URED BY POWERS FASMARA INC.
A/A/AIUM EAABEDAAOIT INTO POURED CONCRETE' OF UPON ANCHORS 6 1 3/4 FOR ZA A C AAIUN 6 1 1/2"
A2) 7/6' CALK-IN ANCHORS SHALL BE EN7)RD.Y EMBEDDED IVTO 1}IE POURED CONCRETE
NO EMBEDMENT 1470 STUCCO STALL BE PERMTIED.
7/4 "o-20 SCREWS USED SHALL BE 1 1/2" LONG MM4JY .SHOULD STUCCO Di= AMC 1' ~RIM FOR WALLS MIN NO STUCCO.
A3) IV CASE IRO PRECAST STONE PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE cosmic NALL OR FLOOR ANCHORS
SHALL BE LOVG ENOUGH 10 REACH 771 AWN S7RUL7URE BETND SUCH PANELS. ANCHORAGE RNLI aE AS /NOL:17ED O 4
NOTES A.1) & 7/8' FOR AACHOeS MEVII0NWD LN A2) .490M
(B) 7O E.7571PIG CONCRETE BLOCK NNW
- 7 /4'I TAPCDN AAOORS, AS AMNUFAC7L EV BY L T w. BULDEX OR aCO TEXTRON
- 7/4'o IAAMC AtAIJN ANOOORS. AS MANUFACTURED BY POSEF6 FASTENING. INC.
- 7 eiT 7/O' CALK -IN ANOIORS, AS ANMAFACTURED BY POWERS FASTENING. 1N C.
moms:
a 7) MMONJM QIBEDMFM OF TAPCOIN ANCHORS OR ZAAMC ?MLR 6410 HE CONCRETE MOCK UNIT STALL BE 1 1/4
8.2) 7/r CALK -1N ANCHORS SHALL BE ENTIRELY ENBC3711LYD INTO 714E CONOIE7E &DOT UNIT.
NO EMBEDMEM 6470 STUCCO SHALL BE PERMITTED.
7/4 -20 SCREWS USED SMALL BE 1 1/2' LONG MMONJM SHOULD STUCCO DOSE AND 1' M/N0IUM FOR PALLS MIN NO STUCCO
8J) IN CASE DOT PRECAST SRYVE DR PRECAST COMCR£1E PANELS or FOUND ON 7?E EXISTING NW.L ANDTIORS SHALL BE LONG
DaLQI TO REACH THE AVM/ STRUCTURE LE7W0 soot PANELS
ANCHORAGE SHILL BE 1 7/4' AIWYAI R FOR ANCHORS MENTIONED W ELI) & 7/6' FOR ANCHORS MENTIONED IN B2)
(C) ANCHORS SHALL BE IA TALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECFIG177aNS OF THE ANCHORS MANUFACTURER.
7. IT SHALL 0E THE RLSP NSTEIT TTY OF 771 CONTRACTOR TO V »FY 714E SOUNDNESS OF THE STRUCTURE I*WERE SHUTTER LS 70 BE ATTACHED 7O
:maw PROPER ANCHORAGE: 11415 PANEL SHALL ONLY BE ATTACHED 70 CONCRETE BLOCK OR MOOD FRAME BUILDINGS.
6. PANELS AMY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETA5S SHOWN ON SECTIONS to AND 4 ON SHEET 2 OF 6.
9• (o) MI6 PRODUCT APPROVAL DOCUM ENT (PAD.) PREPARED BY 7415 ENGINEER 6 GENERIC AND DOES NOT PROVIDE TWERM477ON FORA SITE
SPECR7C PROJECT.• La. MIERE THE STE CLANGVAON5 0('447E MOAT 714E PA .
(b) COMPACTOR 7D BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND LN6T4 .A710N OF 71415 PROOL/CT BASED ON D7IS PRODUCT APPROVAL
PROVIDED ME/SHE DOES NOT DEH47E FREW 714E COMMONS DETAILED ON 7715 DOCUMENT:
(c) 7715 PRODUCT APPROVAL DOCLNOEN7 war. LE coVSIDERED M4'4L.0 LF worm
(0) SITE SPECIFIC PROJECTS SHW1 BE PREPARED BY A FLORIDA REGISTERED ENGAEER OR 71ACHNTECT IW*CH NYL BECOME 174E PROFESSIONAL OF
RECORD (P.0.R.) FOR THE PROJECT AND NM TALL BE RE3PONIS1H..E FOR TAE PROPER USE OF THE PAD. PROFESSIONAL OF RECORD, ACTING AS
A DELEGATED EVONEER TO THE P.A.D. ENGINEER. SHALL SUBMIT TO INS 714E SITE .9'( 1 7C DRAWINGS FOR REVIEW.
(.) THIS P .D. SHILL BEAR THE RITE AND ORIGINAL SEAL AND OGHNTURE OF 714E
PROFESSIONAL ENGINEER TWIT PREPARED /T.
10. SHUTTER iANUFACTURERS LABEL SHILL BE PLACED AT BOTTOM OF EACH PANEL
LABEL STALL READ AS MUMS:
0 t D ALUMMJM DISTRIBUTORS. INC.
HOLLYWOOD. FLORIDA
MIAMI -0ADE C0UN7Y PRODUCT CONTROL APPROVED
IL ECOlimc.\
TIWT TESTING k ENOINEERINO COMPANY
6545 N.W. 360+. SU. 217. 1/1R06414 GARDEN . Fl. 33100
Phone : (305)571- 1530 . Fm, : (305)671 -1531
EB- 0006719
WALTER A. 71LLUT Jr., P. E.
FLORIDA Lic. 44167
Orv. No
t
OLD 46-161
0•11 1 tv. N.
2/16/03 7
MO PONT.
PRODUCT REVISED
as complying with the Florida
Buiding Code
Acceptance No 03- 030 LAS• 03
Expi'• tion Date 05 1.-o
By t !• i /��
Miami D ' roduct Control
Division
F.B.C. (H.V.H.Z.) /MIAMI -DADE COUNTY
0.060" ALUMINUM STORM PANEL
D & D ALUMINUM DISTRIBUTORS, INC.
5970 FURSTON ST.
HOLLYWOOD. Fl_. 33023
a
AS SHOWN
SCALE
2/26/03
DATE
03 - 044
DRAWING No
SHEET 1 OF 6
MOORS
(SEE SCHEDULE)
POURED
CONCRETE
REQUIRED
L7rU57LMG�
CLASS
POURED d
CONCRETE
OR CONCRETE W
BLOCK M(4LL
REDLINE!)
ANCHORS
(SEE SCHEDUI4
SECTION 0 ANCHORS (BOTTOM)
Cone
SECTION 0 STUDS (BOTTOM)
WALL MOUNTING INSTALLATION
— SECTION 1 SCALE: .1/r= 1
MIRED
Cant. REQUIRED
POURED
aon/E
REQUIRED
CLASS OF
Q7STING L. - r Min.
WINDOW OF
S. G. D.
SECTION 0 ANCHORS
SECTION 0 STUDS
Cont.
POURED REQUIRED caNCR,EIe
GLASS
7/8' • J/32'
*WC NUT •
EVERY STUD
• 12' 0. C.
POURED CONCRETE
REQUIRED
E. D. - EDGE DISTANCE
(SEE SCHEDULE ON
SHEET 4 OF 6)
ANCHORS
(SEE Sr.NWULE)
1.000'
NOTE FOR COMBINATION OF SECTIONS :
WALL/FLOOR /CEIUNG MOUNTING SECT1ONS CAN BE
COMBINED IN ANY WAY TO SUIT ANY INSTALLATION.
E a
7�
EVERY STUD
O 12 0. C.
•
h�
E a
ANCHORS
(SEE SCHEDUIS)
1
ANCHORS
ALTERNATE WALL MOUNTING CEILING & FLOOR MOUNTING
INSTALLATION AT TOP INSTALLAT. — SECTION 2
— . SECTION 1A SCALE: 3 /e' = 1 SCALE: 3/8' = 1 '
POURED
CONCRETE
REQUIRED
EXISTING A
POURED
CONCRETE
OR CONCRETE d
BLOCK 1WLL
REQUIRED
ANCHORS
(SEE
FEB 2 7 2003
WALL MOUNTING INSTALLAT. (OFFSET)
— SECTION 3 SCALE: 3 /8' = 1'
J '
Mtn.
7/8' 0 x 0/32•
NI; b EbIFY
STLV • 12' a G
2'x20R2 x J'ORx2x4'OR
2' x 5' x .125' ALUMINUM ANG.E
(6063 -T6 ALLOY)
Cont.
F W/ NUT
1/4 0-20 S. £
T 0 12' a G
i I.L0 , 0 1. .■ i
1.000'
IL ECO INC. \
TIWT TESTING ! ENOINEERINO COYPA NY
N.W. 39111. St.. Sa. 217. 01 DARDEN& fl. 33199
(]
Rums : (]0.!)971 -1530 . Fm : (305)971 -1531
EB- 0006719
WALTER A. TALK Jr.. P. E.
FLORIDA Lic. A4167
Cont.
1101. 10
1/4' 0-20 S. S.
BOLT N 0 12' 0. C.
W/ 2 r OR 2'x 3' OR 2'x 4' OR
2' • 5' • .125' ALUMINUM ANGLE
(6063 -T6 ALLOY)
PRODUCT REVISED
as complying with the Florida
Raiding Cale
Acceptance No03 -
Expi : tion Date
By
Miami Da. ' raduct ontrol
Division
OLD 99 -291
F.B.C. (H.V.H.Z.) /MIAMI -DADE COUNTY
0.060" ALUMINUM STORM PANEL
D & D ALUMINUM DISTRIBUTORS, INC.
5970 FUNSTON ST.
HOLLYWOOD. FL 33023
Deft
2/29/03
0V.
•
0001111
0►T1
AS SHOWN
SCALE
2/26/03
DATE
03 — 044
DRAWING No
SHEET 2 OF 6
AAUI7MUM DESIGN
PRESSURE RATING
W (p.s.f.)
Max. PANEL LENGTH
L (/t)
(SEE SECTIONS)
MINIMUM SEPARATION
TO SEPARATION
+65.9, —72.0
9
,
3"
1
CASE A (Plan)
SCALE: 3/8' = 1
CASE B (Plan)
SCALE: 3/8' = 1"
MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND
CORRESPONDING MAXIMUM PANEL LENGTH 1" SCHEDULE
END CLOSURES DETAILS
ILECO INC. \
T1WT TESTING a ENGINEERING COMPANY
6595 N.W. 3101. St Ste. 217. WIOINN GARDOIS. Fl. 3..116
Phenol : (305) -1530 . fox : (305)871 -1531
EB- 0006719
WALTER A. TILUT Jr.. P. E.
FLORIDA Uc. 44167
CASE C (Plan)
SCALE: 3/8' = 1
0.060" ALUMINUM STORM PANEL
D & D ALUMINUM DISTRIBUTORS, INC.
5970 FUNSTON ST.
HOLLYW000. FL 33023
ay. NO LIDA1171
OLD 94-262
2/»/03
F.B.C. (H.V.H.Z.) /MIAMI —DADE COUNTY
NV. N.
PRODUCT REVISED
as complying with the Florida
Belding Code
Acceptance No 03 - 0 O 6 • 03
Expir tion Date . • o g
By
Miami Da roduct Control
Division
000nor Oat
AS SHOWN
SCALE
2/26/03
DATE
-03 — 044
DRAWING No
SHEET 3 OF 6
MAX/MUM
DESIGN LCVl0
W (p.af.)
MAXIMUM ANCHORS SPACING ^
APPUC4BLE 70
MAXIMUM PANEL
LENGTH "L" (ft.)
TAPCONS
ZAMAC MEIN
CALK -IN
SEC110 1 &
ANY COMBINATION
TO CONCRETE
TO MASONRY
TO CONCRE7E
TO MASONRY
TO CONCRETE
170 MASONRY
OF THEM
12'
N/A
8 1/2"
N/A
12'
N/A
1 (TOP)
12
12'
12
12
12'
12'
, 1 (BOTTOM)
12"
N/A
12'
N/A
12"
N/A
1A (TOP)
12'
12'
12'
12'
12'
12'
1A (BOTTOM)
+65.9, —72.0
12'
N/A
12'
N/A
12"
N/A
3 (TOP)
5' -9" OR LESS
12'
12'
12'
12"
12'
1
3 (BOTTOM)
12"
N/A
12'
N/A
12'
N/A
2 (TOP)
12'
N/A
11"
N/A
12'
N/A
2 (BOTTOM)
N/A
N/A
N/A
N/A
12' * **
4 (TOP /BOTTOM)
9"
N/A
4 1/2'
N/A
9'
N/A
1. (TOP)
5' -9' TO 8' —O'
8"
8"
8 1/2'
8 1/2"
12'
12'
1 (BOTTOM)
12'
N/A
12'
N/A
12'
N/A
1A (TOP)
8
8"
10"
10"
12"
. 12'
1A (BOTTOM)
+65.9, —72.0
12"
N/A
12'
N/A
12"
N/A
3 (TOP)
12'
8 1/2'
12'
10'
12"
12'
3 (BOTTOM)
12"
N/A
9 1/2"
N/A
12"
N/A
2 (TOP)
1 2"
N/A
8'
N/A
12'
N/A
2 (BOTTOM)
N/A
N/A
N/A
N/A
12" "'
4 (TOP /BOTTOM)
7 1/2
, N/A
4"
N/A
N/A
1 (TOP)
8' -0' TO 9' -0"
7
7"
8"
8"
11»
1 1 "
1 (BOTTOM)
12"
N/A
12"
N/A
12'
N/A
1A (TOP)
7"
7"
8"
8"
9"
9'
1A (BOTTOM)
+65.9, —72.0
12"
N/A
12"
N /A.
12'
N/A
3 (TOP)
7 '
7 "
8"
8"
9'
9"
3 (BOTTOM)
12'
N/A
8 1/2"
N/A
12"
N/A
2 (TOP)
10"
N/A
7"
N/A
11"
N/A
2 (BOTTOM)
N/A
N/A
N/A
N/A
12' "'
6" "'
4 (TOP /BOTTO;+I)
ACTUAL E D.
FACTOR
TAPCION /ZUS4C NML.W
G1LK — IN
3'
.86
.75
2 1/2"
.71
.50
2"
.50
—
MAXIMUM DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAXIMUM ANCHOR
, SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES *
FEB 2 7 2003
1 /
i
**
IL ECO1
T1WT TESTING ! ENGINEERING COMPANY
Q>Q 36th. St,. 217. RpM i. 33166
N.W. Prone : (305 N COMM. COMM. 1 -1530 . Fat : (305)671 -1531
E8- 0006719
WALTER A. TILLIT Jr., P. E.
FLORIDA Lic. 44167
E D. a EDGE DISTANCE
* SEE SHEET 5 & 6 OF 6 FOR ANCHORS TYPE & SPACING FOR
INSTALLATIONS INTO HOOD FRAME BUILDINGS.
MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE.
FOR E. D. LESS THAN 3 1/2; REDUCE ANCHOR SPACING BY
MULTIPLYING SPACINGS SHOWN ON SCHEDULE 81' THE FOLLOWING
FACTORS. (Min. E D. FOR CALK -/N ANCHORS IS 2 1/27.
* * * DIRECT MOUNT CONNECTION TO WALL W/ ANCHORS AT 12' 0. C..
AND Max. PANEL LENGTHS SHOWN ON THE SCHEDULE SHALL
ALWAYS BE PERFORMED W/ 3 1/2" EDGE DISTANCE (E. D.).
USE MAX /MUM ANCHORS SPACING OF 6' 0. C. FOR DIRECT
MOUNT INSTALLATION WHERE E. D. IS LESS THAN 3 1/2' WITH
A MINIMUM OF 2 1/2'
OLD ee -262
cl.TI
2/2e/03
a
PRODUCT REVISED
as complying with the Florida
Bniding Code
Acceptance No 03 — 03 0 6 • t;3
Expi tion Date 0c5 22 -oog
13y
Miami Da . r r I uct Control
Division
F.B.C. (H.Y.H.Z.) /MIAMI —DADE COUNTY
AS SHOWN
0.060" ALUMINUM STORM PANEL ALE
SCALJE
D & D ALUMINUM DISTRIBUTORS, INC.
5970 FUNSTON ST.
HOLLYWOOD. FL 33023
M1T
2/26/03
DATE
03 — 044
DRAWING No
SHEET 4 OF 6
D1Si/MG
GLASS
ALTERIVATra 1
ALTERNATIVE 2
I /4' 0 r J' LONG
LAG SCREWS 0 6' a C
W/ 2 1/r Min. PENETRATION
70 COSTING WOOD HEADER
N y
7/B' x J/32'
WING NUT 0
EVERY 51w
• 12' a C.
•'
Cont.
Cant.
1/4' / r 3' LAG SCREWS
6 6' a C W/ 1 yr Man.
OF PLATE
PENETRATTON O 1.00 MOTH
O FASTING
GLASS
O
/
INSTALLATION DETAILS ON
EXIS77NG WOOD BUILDINGS
NOTE FOR COMBINATION OF SECTIONS :
WALL/ FLOOR /CEILING MOUNTING SECTIONS CAN BE
COMBINED IN ANY WAY TO SUIT ANY INSTALLATION.
ALTERNATIVE 3
PPR
•
„our
I •
INN
0
0
24
RE
1 1/4' ; min. S � RATION
s 6 C
ALTERNATIVE 4
NEW P. T. 2' x 4 (1Rn.)
Cont. W/ 1/4' 0 x 5' LOAD,;
LA0 SCRE)I • 6' a C
W/ 2 1/2 Atm. PENETRATION
TO COSTING 4000 HEADER
YANG O
EVERY
0 12' 0. C
Cont.
0
a
Cont.
COSMIC /
CLASS
E7f1STTNG
GLASS
NEW P. T. 2' x 6' Cont. W /(2)
1/4 _ I x 5' LAG SCREWS 0 EACH
STUD (MLOWADTH OF STUD. 2' Min.
NOMINAL) ANO W/ 2' Min.
PENETRATION INTO EXISTING STUD.
ALTERNATIVA' 5
ALTERNATIVE 6
NOTES:
1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH DESIGN LOADS
UP TO +65.9, -72.0 psf. AND 9' -0" Max. PANEL LENGTH.
2. NEW 2" x 6" P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH
19 X M. M. C. W/ SPECIFIC DENSITY OF 0.55.
3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL.
1' , 2' r .125' Mfin. AArn
r rum' Cont. (606.7 -76 ALLQ1)
1/4 I r 4' LONG
LAG SCREWS 0 6' a C.
w/ 2 1/2' AM. PENETRATION
TD 02571NG 4000 HEADOP
7/r x 3/32'
WING NUT 0
EVERY STUD
0 12'0. C.
-r
Cant.
0
0
/14x3 /4' SS
S. M. S. 0 6' 0. G
1'x 4 x.125
6067 -75 Alum. TUBE (Cont.)
(2) 1/4' I r 4' LAG SCREWS 0
EACH STUD (MIDWIDTH OF STUD,
2' M/Ht NOM, 4t.) AND W/ 2' Ain.
PENETRATION INTO EXISTING STUD.
WALL MOUNTING INSTALLATION - SECTION A
SCALE: 1/4".= 1'
1
ti
3'
MIN.
7 0 x 3/32'
WING NUT • EVERY
STUD • 12' 0. a
1/4' 0 LAG SCREW W/
1 1/2' Mtn. PENETRATION
06' a a
1/4'0 r.7'LONG
LAG SCREWS 0 6 0. C
• L Min. Pt]1E1T4 GN
70 FXRSTING 4000 HEADER
r x 2' OR 2' x 3' OR x 2 x 4' OR
r • 5' , .125' ALUMINUM ANGLE
(6063 -T6 ALLOY) I /4 0-10 S S
BOLT O'12' 0. C
w / MIT
N9
1
ii
ALTERNATIVE 7
/ IL ECO IPIC.
ExismiG
QASS
4
Cont.
1.000 ANn.-{
I L_ 1/4 0-20 S S. BOLT
• 12' a G W/ NUT
?'x r OR2'x .3' OR 2'x 4" OR
2' r 5" x .125' ALUMINUM ANGLE
(6063-16 ALLOT)
NEW P. T. r r 6' Cont. LA W/(2)_
1/4' I r 5' G SCREWS 0 EAQI
NOMINAL) W/ 2'' A1W4 D 2' Mkt.
PENETRATION INTO COSTING STUD.
T`.LLJT TESTING ! ENGINEERING COMPANY
5 N.M. 36(1,. Si. St . 217. 1.I1 Gm0D1S. F1. 33166
Krone : (305)671 -1330 . Fm : (305)671 -1531
EB 0006719
WALTER A. TILUT Jr.. P. E.
FLORIDA Uc. 44167
MY. M6
o®n6M
01.0 96
Mi
3/26/03
7/8• N DA
NYC NUT 0 DAFT
STUD 0 72' 0. C
1 /14 x 3/4" 1 S
S. M. S. • 6" O. C.
1
f
14T;,,
•
0.060" ALUMINUM STORM PANEL
D & D ALUMINUM DISTRIBUTORS, INC.
5970 FUNSTON ST.
HOLLYWOOD. FL 33023
1 /4' r r r LONG LAG SCREWS 0
6' 0.C. w/ 1 I/2' Min. PENETRATION
TO 6ILS7w4 moo HEADER
2' , 2' OR 2' . 3" OR
2 "r4'OR2'r5'r 125'
Alum. ANGLE (6063 -16 ALLOY)
1/4' 0 -20 S S BOLT
� 0 12' O. C w/ NIT
1.000' 4
Min N =
0
� I 000' hem--; L 7/ / -20 S. S BOLT
O 12" a C. W/ NIT
2 ' r 2' OR 2". J' OR
?' x4'OR2 "x5 " x 125'
Alum. ANGLE (6063 -T6 ALLOY)
1' x 4" x .125' (Min.)
6063 -75 Num. TUBE ( Cont.)
(2) 1/4' 0 r 4' LAG SCREWS 0
EACH STUD (M101ND1H OF STUD,
2' Min. NOMINAL) AND W/ 2' Mbt
PENETRATION IM10 EX/SONG STUD.
ALTERNATIVE 8
PRODUCT REVISED
as complying with the Florida
Balding Code
Acceptance No 0 -03 0
Expi : tion Date o
By I /.
Miami Dad., •'''M uct Control
Division
03
b
Cont.
F.B.C. (H.V.H.Z.) /MIAMI -BADE COUNTY
MR
AS SHOWN
SCALE
2/26/03
DATE
03 - 044
DRAWING No
SHEET 5 OF 6
v•■
ALTERNATIVE 9
1/4' L 0. x 7 /e' LONG 6IQASS BUSHING
W/ 1/4' 0-20 x 2' S 2 M. S. •
12' a G AT u/ONIDTII OF cosmic
. Wt000 PLATE FOR . .WS UP TO 5' -9'
ANO e' 0. G FUR SPAAS GRfA1ER
7744N 5' -9' TO 9' -0' Mar.
1/4' L D. r 7 /e' LONG WASS BUSHING
W / 1/4' 0-20 x 2' 1 S ML S •
12' 0. G AT MIDW101H OF DTIS77NG
W000 PLATE FOR SPANS UP TO 5 -9'
AND e' 0. C: MR SPANS GREA7E • '
774W 5' -9' TO 9 Mmr.
NOTE FOR COMBIIWfON OF SEL770NS :
WALL/FLOOR /CEILING MOUNTING SECTIONS CAN BE
COMBINED IN ANY WAY TO SUIT ANY INSTALLATION.
COSTING
CUSS
1/4' 0 r 3' LAC SCREW 0 6' a C.
W/ 1 1/2' Min. PDVE7RA71ON
2. 2' OR 2' r 3' 0 P r 2' r 4' OR
2' x 5' r .I.25' ALUMINUM ANGLE
(6063 -Ts ALLO))
1/4' 0-20 S 1
BOLT • 12' a C.
W/ NUT
1.000' •
N
7/e'0r3
IOW AUTO EVERY
571.0 • 12' 0. C.
1/4' 0 LAG SCREW W/
1 1 Min. PENETRAhGW
0 8' a a
L•11
24
O
Ofi
WALL MOUNTING INSTALLATIONS - SECTION A
SCALL• 1/4' = 1'
ALTERNATIVE 10
Cont.
7/6' r 3//32'
Iwo NUT 0
EVERY STUD
•12'0. a
Cont.
1.000' MinA
1/4' 0-20 S S.
9aLT • 12' 0. a
W/ NUT
2' r 2' OR 2' x 3' OR 2' r 4' OR
2' x 5' x .125' ALL/MINIM INIA11 ANGLE
(6083-76 ALLOY)
NEW P. T. 2's 6' Cont. W /(2)
1 /4' 0 r 5' LAC SCREWS 0 £AOH -
STUD OWDIVID771 OF STUD, 2' Min.
NOMINAL) AAO W/ 2' Min.
POVE7RAI7ON UM COSTING SR/o.
NOTES:
1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH DESIGN LOADS
UP TO #65.9, —72.0 psf. AND 9 -0 Mox. PANEL LENGTH.
2. NEW 2" x 6" P. T. TO BE SOUTHERN PINE No. 2. SURFACED DRY WITH
19 x M. M. C. W/ SPECIFIC DENSITY OF 0.55.
3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
PINE No. Z W/ SPECIFIC DENSITY OF 0.55 OR EQUAL.
INSTALLATION DETAILS ON
EXISTING WOOD BUILDINGS
1 2013
1' x 4' r 1 /e' (Min.)
6063 - T3 Num. TUBE
W/ (2) 5/16' 0 r 4'
LAG TO EACH
RAFTER OR TRUSS LOCATE
SCREWS AT 1410W107H OF
COSTING •000 MEMBER.
(2'
/ 2' Min PENETRATION.
7/e' x 3/32' WING
WING NUT • EVERY
STUD• 12' a a
1 /4'0 LAG SCREW
66' 0. C. W/ 1 1/2'
Min. PENETRATION
2' r 6' WOOD DECK
REQUIRED (NO ALLOWED) FINISH
4000 TRUSSES
OR RAFTER 0
24' a G REQUIRED
SCALE: 1/4' = 1"
/i iii ,M.\
TIWT TESTING & ENGINEERING COMPANY
NAL Raw : C305)171i -1 . VIRGINIA (303)171-1331 33111
EB- 0006719
WALTER A. TILLIT Jr., P. E.
FLORIDA Lie. 44167
1/4' 0 LAG SCREW
•6'0.C.W /1 I/2'
Min. PENETRATION
COSTING
GLASS
A00
2.000 •
ALTERNATIVE 1 ALTERNATIVE 2
CEILING & FLOOR MOUNTING INSTALLATIONS - SECTION B
2
0
1
NEW 2' r e' P. T. ConL
Wt000 PLATE W/ (2) 5/16' 0
r 6' LAG SCREWS TV EAO71
RAFTER OR TRUSS. LOCATE
SCREWS AT MIDIMOTH OF
DOSTAVG WOOD MEMBER.
(2' Min. NOAANWL WLOTII)
W/ 2' Min. PENETRATION.
4
7/e' x 3/32' WING
WING NUT 0 EVERY
STUD 0 12' 0. G
1,/4' 0. LAC SCREW
• 6' a G W/ 1 1/2'
Min. PENETRATION
2' r 6' WOOD DECK
RED (NO FINISH
PRODUCT REVISED
as complying with the Florida
Bolding Code
Acceptance No O — 03 O 6. 03
Expi - tion Date O 08
By . .4 —as i At
Mi mi Da
Division
uct Control
F.S.C. (H.V.H.Z.) /MIAMI —DADE COUNTY
0.060" ALUMINUM STORM PANEL
AS SHOWN
SCALE
2/26/03
DATE
D do D ALUMINUM DISTRIBUTORS, INC.
5970 FUNSTON ST.
HOLLYWOOD. FL. 33023
NOG
ay.r
ay. .
odanlu.
OLD 1-212
2/21/0] 3
GI1CIMO110M
ah
03 — 044
DRAWING No
SHEET 6 OF 6 •
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305- 795 -2204 Permit Number: BP2003 -1837
Printed: 11/24/2003
Applicant: ROBERT
Owner: BOURNE
JOB ADDRESS: 75
Contractor JORDANS ALUMINUM INC.
Local Phone: 954 986 - 1329
Parcel # 1132060131160
Signed:
NE 98
(INSPECTOR)
Building Permit
BOURNE
ROBERT
ST
Contractor's Address: 116 NORTH 61 AVE.
Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 21 & W1/2 OF LOT 22
Fees: Description Amount
FEE2003 -7373 Building Fee $100.00
FEE2003 -7385 CCF $0.60
FEE2003 -7386 Training and Education Fee $0.20
FEE2003 -7387 Technology Fee $2.50
FEE2003 -7388 Scanning Fee $3.00
Total Fees: $106.30
Total Fees: $106.30
Total Receipts: $0.00
Permit Status: APPROVED Permit Expiration: 5/19/2004 Construction Value: $490.00
Work: STORM PANELS
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: