390 NE 98 St (8)MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date 7\1 3v53 Time
Type Insp'n 51(u, `�
Permit No. e7 /086
Name c M4 C
Address 3q0 A'( 9
Compan OWN-eA/ p--
Phone # �w 5 7 $ 5
For Inspector: 7■,/(4,03 Name : Date
Approved
Correction
Re- Insp'n Fee
9'0D-
a�a
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date 1 Time
Type Insp'n $ 114,1.1f,„5
� -�v
Permit No. ' ? CD.1eA
Name
Address 3W2 7 A / 96 stR
Company
Phone #
For Inspector: 3` 6) ame & Date
Approved
Correction
Re- Insp'n Fee ❑
Type Insp'n ; 5k/45
Permit No.
MIAMI SHORES VILLAGE
I3UILDING DEPARTMENT
r 305- 795 -2204
Building Inspection Request
Date Time
Correction
Re- Insp'n Fee
Name
Address 39 '/ 99
Company
Phone #
For Inspector: 7\ \ d ame & Date
Approved
f r $
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
r
Date R Time
Type Insp'n. , i e 45
Correction
Permit No.
Name �?
Address 39 AWE 96 SIP
Company
Phone #
For Inspector: 7\ 3'\ ° ame & Date
Approved
Re- Insp'n Fee ❑
i
4 h .
BUILDING
PERMIT APPLICATION
FBC 2001
Permit Type (circle): : uildin Electrical Plumbing M echanical
Owner's Name (Fee Simple Titleholder) l/y/10N b ... •17) VOL I t Phone #
Owner's Address 3°.o Al L I.3
Cit 41,4 I ShJ (es State PL
Tenant/Lessee Name
Job Address (where the work is being done)
City Miami Shores Village
Is Building Historically Designated YES
firm tr. am w —.
Contractor's Company Name �� --_ --
Contractor's Address /OD
City e_ P
Qualifier
Architect/Engineer's Name (if applicable)
$ Value of Work For this Permit
Miami Shores Village
Building Department
County Miami -Dade
A16 `1
State
NO x'
Number of: Bays Stories Families
Type of Work: ❑Addition rr ❑Alteration g INew
Describe Work: 5k\dJ t1'' fis 1 n S 0 ( 14 n deb
Permit No.
Master Permit No.
Zip 3 313 8'
Phone #
; Phone #
Roofing
.3oS - c e- s s (o'
Zip 3313Y
JJlJJL 2 2014
60 -O- -14 2 Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Ina - 10*
Phone # 345 4 "l0 r Y( 5
' Zip 33 (3Y
Architect/Engineer's Address
City State Zip
Square Footage Of Work:
Bedrooms
❑ Repair/Replace
ll eiA) CJI rldot.a.
Baths
❑ Demolition
* * * * * * * * * * * * * * * * * * * * * * * * * * ** *F Calculation- is ermits * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
County Escrow Fee $ r 0 Permit Fee $ f
(� Notary $ 3 N,
Education/Training Fee $ Tech $ Scanning $ Radon $
Code Enforcement $ Bond $ Struct. $
Minus Plans Check Fee $ Fee Totals $ ,.,, g - 0
,A -A 6 5.as e 1J1
(Continued on opposite side)
Bonding Company's Name (if applicable)
3onding Company's. Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, :FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is' subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be proved and a reinspection fee will be charged.
APPLICATION APPROVED BY:
chc6 /18/03
k
Owner qt Agent Contractor
The egoin instrument was acknowledged before me this 1, I The foregoing instrument was acknowledged before me this
day o _, 2003 , by , day of -- , 20 , by
who 1 personal y known to me or who has produced who is personally known to me or who has produced
��— identification and who did take an oath. as identification and who did take an oath.
NOT • UBLIC: � . n NOTARY PUBLIC:
Si 9 Sign:
P iQ �� y com 6t1515548� ••'-- Print:
�, My Commission Expires: Expires November 16, ?OOP.
My Commission Expiresa
(Certificate of Competency Holder)
State Certificate or Registration No. Certificate of Competency No.
Signature
JUL 14 2003
Plans Examiner
: Zoning
VILLAGE OF MIAMI SHORES
. 3 BUILDING DEPARTMENT
kik),,/s
Located at:
OWNER BUILDER DISCLOSURE STATEMENT
9 0 le)S
being the legal property owner, for the property
Legally described as L 42 4 ( ° � � (9I � &c k 3 eS e 7v,
Do hereby petition the Village of Mami Shores to act as my own contractor pursuant to the laws of the
YP g P
State of Florida, F.S. 489.103(7),,And I have read and understand the following disclosure
Statement, which entitles me td3Stork as my own contractor, I further understand that I as the owner
must appear in person to complete all applications.
State law requires construction to be done by licensed contractors. You have applied for a permit under an
exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor
even though you do not have a license. You must supervise the construction yourself. You may build or
improve a one - family or two - family residence or a farm out - building. You may also build or improve a
commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It
may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the
construction is completed, the law will presume that you built it for sale or lease, which is a violation of this
exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure
that people employed by you have licenses required by state law and by county or municipal licensing
ordinances. Any person working on your building who is not licensed must work under your supervision
and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and
provide workers' compensation for that employee, all as prescribed by law. Your construction must comply
with all applicable laws, ordinances, building codes and zoning regulations.
Proof of ownership provided initial of reviewing clerk. The foregoing instrument
Was acknowledged before me this / day of � —, 20t 3
BY Ttj4KPe TIq ; 0S
-,eAar-d
Owner
Owner
DISCLOSURE STATEMENT
who is personally known to me or who has
Produced /j.3 01,C / 3 2.5/ - 9 as identification and who did take an oath.
NOTARY SEAL
GL,ADYS J VILLAR
COMMISSION NUMBER
!.)D091094
!.1Y i;OMMISSION EXPIRES
MAR. 1,2006
1 1; t d 0 ,9 (az -064ei Oppa s //1/A AcApro.i,ae_
Sly .2 /1 « IL
E .
I FcL kx_e.t(
Located at: 6/ ? .57
VILLAGE OF MIAMI SHORES
BUILDING DEPARTMENT
OWNER BUILDER DISCLOSURE STATEMENT
being the legal property owner, for the property
Legally described as
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the
State of Florida, F.S. 489.103(7),And I have read and understand the following disclosure
Statement, which entitles me td A ork as my own contractor, I further understand that I as the owner
must appear in person to complete all applications.
DISCLOSURE STATEMENT
State law requires construction to be done by licensed contractors. You have applied for a permit under an
exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor
even though you do not have a license. You must supervise the construction yourself. You may build or
improve a one - family or two- family residence or a farm out - building. You may also build or improve a
commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It
may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the
construction is completed, the law will presume that you built it for sale or lease, which is a violation of this
exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure
that people employed by you have licenses required by state law and by county or municipal licensing
ordinances. Any person working on your building who is not licensed must work under your supervision
and must be employed by you, which means that you must deduct F.I.C.A. and with - holding tax and
provide workers' compensation for that employee, all as prescribed by law. Your construction must comply
with all applicable laws, ordinances, building codes and zoning regulations.
Proof of ownership provided ( )
Was acknowledged before me this ) day o
By
Produced
initial of reviewing clerk. The foregoing instrument
, 20 Q3
who is personally known to me or who has
as identification and who did take an oath.
otar
en` Angela M Becker
• My Commission DD150048
Expires November 15, 2006
Florida
Storm
Panels
14475 N.W. 26 Avenue • Opa- locka, FL 33054 • (305) 685 -9990 • (305) 685 -9000 • FAX (305) 685-7511
SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM
Building Official
Dear Mr. Building Official:
We are Dade County Notice of Acceptance holder for the 20gauge panels
under renewal number 02- 0826.07. (Previous number 02- 0531.02)
This letter authorizes Per Ke beck / /icy to use our
20ga. Panels under number 02- 0826.07 to be used at the following job:
Sincerely,
Enrique Revilla
Vice - President
1. This form must accompany the application for building permit and
shall become part of the permit documents.
2. The authorized signature must bear the raised corporate seal of the
company holding the Dade County Notice of Acceptance.
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Florida Storm Panels, Inc.
14475 N.W. 26 Avenue
Opa- Locka, Florida 33054
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
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 AI-IJ 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 Bujldia
DESCRIPTION: 0.029" (min.) Galvanize eel m °:.rlg}T r-
APPROVAL DOCUMENT: Drawing No. 02 -868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1
through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02,
2003 bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and
approval 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 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 consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Makar, P.E.
NOA No 02- 1120.02
Expiration Date: --0 +1-23/2008
Approval Date: 01
Page 1
PRODL`.T MA4<1NG
1375'
r LOCCT ION OPTIONy
1.312•
-20 x 3 %
5.5. STUD
Litt
- C 1
1 i �
0.125' J 4500' I--
TYF. 1 1471.
0 STUDDED 4NG'_E
n
0.150'
MIN
-El'
.250 PANEL ...ER4:3E
14438' PANEL LENGTH
:- STORM F4NEL
i
NOTES:
0.125'
TM, .
1
I I.EC' MIN
5.00C• MAX.
- 1.315' 1-
I
CI BUILDOUT /CLOSURE ANGLE
r r PRODUCT ".ARKINC,
I (L OC ,.. , c , O
�--' 151 -I I1EI'
ROLL BGC(
r E .
1 (
1
to
Ibga TYF
(t . 0.0516'
[ GALV STEEL.
GRADE SE:
I IDD' MIN.
5.000' MAX.
O J -PAN CLOSURE
` - 2.043' -
1 J
l`- 0 0 °3
- 2062'-
I i'
0.052' h
1 006
L 02SG•
4521
E DER
t 2.061'
k- I181'-
}
ill I 0.250' .000
0 055' - r l 0565'
0350
70.250
- 0.050'
WAS'H.ERED WINGNU T
(•Am.:.0 3 ALLOY)
I 2. 00E M
4 '
I �
1 {
1_ G.SEE'
v 'u' HE4DE-
5313'
0315 •
1 1 _I L ac•C � I it
a)
T T
C 5,UILD- OU.
- 1.000 ` 150.155'
r l R0.301'
y
J I
t = 0.015' MIN.
KEY Ui451-1ER
Gov STEEL GRADE SC
r U5E IF oPTICNAL. REQIIRED
QVLY OR USE LLNTt: TR,1S5
WE AD ANCHORS r CALK - IN)
L C�OSC' } rt
0.320•-'
0.410' JI
0.650'
7 0150'
C� 8E -! 0 .E 215'
<5?
F' TRACK
4.000' ^i
I.EOE• I- 4000'
F 0.125'
0.063' J
T rF
O HEADER END CAP
T55 DEEP TYPICAL
06
BOTTOM MOUNT (CONN /
TYPE AS REO'D)_
WIDTU UNLIrITED
(PERP 7C PANEL SPAN)
TOP MOu T
rCONN TYPE T. P SECTIONS'��
_5 REG _
PICAL MOUNT ELEVATION
NTS.
OPTIONAL -74' STITCH
EOLTS WITH WASHERED
WINGNUT5 '.AS'ENED
OVERLAPS c NIIDSF4N
;USE APPROPRIATE
5F4N TABLE)
H45 - E5 _
L THIS SHUTTER SYSTEM H..e ,, EE�N D_.,IGNEC AND
TESTED 45 A LARGE MISSILE IMF4CT PROTECTIVE SYSTEM IN
ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 AND
PROTOCOLS T45 201 FOR L4RGE MISSILE IMF-- TAS 202
FOR UNIFORm 5T4TIC AIR PRESSURE AND 745 203 FOR
CYCLIC WIND LO -DING.
2. NC 333` INCREASE IN ALL GWAELE STRESS HA5 EEEN
US IN THE DE5,GN OF THE ANCHOR 5F4CING 745LES.
3. POSITIVE 4ND NEG4T!vE DESIGN PRESSURES TO 5E
USED WITH T1 -'.ESE DRAUINGS SHALL 53 DETER: TINED 5Y
^TREKS ON A °- SPEC■•IC 54515 IN 4CCORD4NCE WIT- THE
GCvERNING CODE. WHEN 45CE 1 -55 IS USED TO C4LCUL4TE
PRESSURES FOR USE W :TH THIS PRODUCT. THE USE OF 4
DIRECTIONALITY FACTOR Kd =0.55 I5 ALLOWED.
4. THE SHUTTER SYSTEM DETAILED HEREIN 15 GENERIC
4ND DOES NOT PROVIDE INFORMATION FOR 4 SPECIFIC SITE.
IF 517E CONDITIONS DE'✓IATE FROM THE CONDITIONS
DETAILED H EREIN. 4 LICENSED ENGINEER OR REGISTERED
ARCHITECT SHALL FREFARE 517E SPECIFIC DOCUMENTS TO
5E USED IN CONJUNCTION WITH TI-415 DOCUMENT.
5. PERMIT HOLDER SHALL VERIFY THE ADECD.U-30Y OF THE
EXISTING STRUCTURE TO WIT:- IST4NO ADDITIONAL IMFCSED
L04D5.
6. STORM F4NELS SHALL 5.E 22Ga STEEL (GALVANIZED
THICKNESS t= 1"20!5• MIN) CONFOR' 70 GSTM 4653
STRUCTURAL 0J4L11Y, GRADE 50. 050 GALV_ COATING WITH 4
MIN. Ft;. °2.0 KSI. ALL EXTRUSIONS SHALL 5E 5063 -15
ALUMINUM ALLOY, UN.0
1. PANELS 5-14LL EE PERMANENTLY LABELED WITH 4
MINIMUM OF ONE M4RKING PER PANEL 45 FOLLOWS:
FLORIDA 570RM PANELS, INC.
OF LOCK4. FLORIDA
. 1 4. 1 ✓414.1= COUNTY PROD. CONTROL APPROvED
E. 5708 - 1 F4NELS HAVE BEEN 0351G-NED AND TESTED TO
THE MAXIMUM 5F4N5 AND LOADS 5' -:OWN ON 7 4 .35E
DRAWINGS. REFERENCE CONSTRUCTION TESTING
CORPORATION (C10). OF MIAMI FL, TEST REPORT Nc. 07 - 0 4 1
i0. 7OF I ECTTOM DETAILS 5- MA
INTERCH.ANC,ED 45 FIELD CONDITIONS D1CT4TE . PANELS;
S
53 MOUN'TE HCR!ZONT4LL' ,- _ WHERE _ICGSL EXCEPT
FOR MOUNTING CCN'OI I IONS INCLUDING' -+' OR 114 -
II. ALL 50_15 t 'WASHERS 51- EE 21NC 004130.
STEEL WIT-1 4 MIN;^iUV TENSILE
STRENGTH 0= 6G <51.
s B
6
0.075
10.015'-
- i D.G63
�. 063'--- 4 -
7054 1- • -RACK
'tea -20 5.5. SIDEWALK
OR MACHINE 5047
WASuERED WINGNUT
?
\ /
5141'140 - 0'J I
DISTANCE
f j/
EXi5 - INC- /1/ L
CONCRETE
-01440'1
S OCK,Ou I
WOOD
�/ N 75
15 04. 044V STEEL
SENT PLATE (0.0415' /
5M. TuK) OR 2 ?'x 125'
6053 -15 ALUM. -NWL E -
0.06 3'
•
an
4 ,14X
CORNER CLOSURE
1.00•-
C SOT TRACK
)
c>1151ING
(WINDOW
ANG -LE 11CY v4R`,
DET AIL
5' -
0.06 4
1.000'
OVERLAP
ANGLE ® OR J -PAN CLOSURE
PIECE ® (SEE DETAIL5 ASOVE)
LEG DIRECTION MAY 53 REVERSED
PIE 0N`1 W A NC -1 085 a 10' 00
514140 -OJ MOUNT CLOSURE DETAIL
I- 344
0.125'
I
0.063
I M
1 J *
0- 063' ^ -
rrt
0D =3• i
It L
C'✓ERL4P WALL BEYOND WINDOW DISTANCE
GRATER THEN OR 501444 70 1.5 TIMES
BUILD -OUT DISTANCE (2001 F5C SECT. 2413.13)
025'
T =HER c 15. O.C. FOR DE51GN --/
"ADS LESS THAN 04 30444 1C
515,1 (SEE ANCHOR SCuEWULE FOR
AN GC_EP"4ELE ANCHOR) =015 1 -;
DESIGN L0405 0247515 7:.4N I , (]
5 15sr. USE ALUM ANGLE CLOSURE ,
'/I 1 L
2.00'
MIN
TRACK
��) T
OCC'
F- I °3l' -i
I
1
10.053
0.125 •
1
0.053•
5017011 'i:' TRACK
0D°3'
:.31
5> ISTIN0 CONCRETE. -40440W /
5 -OCK OR W000 FRAMING -'
0 WALL MOUNT CLOSURE OETGIL
N.T.S.
5X157. 00NC,
HOLLOW BLOCK
OR WOOD FRAMING_
/.500 '\
t , OVERLAP (� ) /
Z/ / t 1 MINIMUM %
C C ri FASTENER s IS' 0C FOR DE510N' 40205.
,../7-, // i� 4E55 7HGN OR EOUAL TO ETAS( (SEE
• ' - / ; � ANCHOR SCHEDULE FOR ANY ACCE
ANCHOR) FOR DESIGN LOAD GREATER
1:44N Slpsr, USE 241411 ANGLE CLOSURE
PIECE ONLY WITU ANCH0155 c 10' 0.0
TRAP MOUNT CLOSURE 0E74I4
N.7.5
UM, ANGLE Q OR J -FAN CLOSURE
PIECE ® (SEE DETAILS ABOVE)
LEG DIRECTION '127' 53 REVERSED.
TOP MOUNT (CONN
TYPE 45 REC': ) -\
025'
11 47<
EXISTWG
LAST PANEL
BEFORE
OBSTRUCTION
ij //
//
CONCRETE. `
/
E_0C< CR
WOOD
FR41"MING -� --
TYPICAL r 9
ICAL PGNEL A0VE
PANEL / 0o57P-JCTION
OVER. AP /
l
1
B onin
1{X3.17
4CONN TYPE
AS REO'D)
MAC 17'
-_ 05STRVCTION j j/� LOCATION
/ MGY VARY)
I � "
`- TOP MOUNT
(CONN TYPE
GS RECD)
\\
\- PANEL BF' 0,1)
n TYPICAL "114NT ELEVATION 4ROUND OBSTRUCTION
.J
EDGE 015T
a 0
501701 MgJNT
(CONN / / "-TYP. PANEL OVERLAP
TYPE Gs X00) L OPTION'44 '•, -20 5T11CU 550475 WIT'.I WASuERED
4JINGNUT5 FASTENED s OVERL2PS c MI05P2N
(USE 4. .°150015:473 5PAN 723,LE)
A ppr0veel es complying with W.'
Florida Pudding Cpcic
Miami Dide Product Ceat:l7!
REv:SIONS
DESCRIPTION1
0 475
CCV:r coF-'EN'T5 Y v2)C:
50ALE' : 1'
DRAIN 5 . CL
C:-- /' KE L) (- E
- "1.cT`1T - ^... 1 = ` 11/15/02
DWG 02 -565 -111
0t_j
•
CF L
J
- - R0342'
i
HAY 55 A7 /
TOP 4 50440
0.315' MIN
JA
FRANK L. 5ENN2R00. F =.
°5514' 465 _
i_)_)
Il_
0' In
J
Q V
ZZ
Z
Y
Z
Q
ff
u U
J
L
Z
0
1
0
U
Positive
Load (psf)
Span
Less
Than:
Separation
(inches)
at <= 30'
Separation
(inches)
at > 30'
10' -7"
6' - 0"
2.75"
1.22"
30
8' - 8"
2.75"
1.94"
39
10' - 5" 1
3.00•'
3.00'
9' - 8"
6' - 0"
2.75"
1.25"
35
8' - 8"
2.75"
2.10"
50
10' - 0"
3.00"
3.00"
8' - 5"
6' - 0"
2.75"
1.29"
40
8' - 8"
2.75"
2.26"
65
9' - 8"
3.00"
3.00"
7' - 6"
6' - 0"
2.75"
1.32"
45
8' - 8"
2.75"
2.41"
80
9' - 4"
2.92"
2.92"
50
6' - 0"
2.75"
1.36"
5' - 4"
8' - 10"
2.75"
2.73"
60
6' - 0"
2.75"
1.43"
- 4' -1"
8' - 1"
2.75"
2.44"
70
6' - 0"
2.75"
1.51"
7' - 6"
2.75
2.24
Load
W (psf)
No Stitch
Bolts
LMAx (ft)
Stitch Bolts
At Midspan
LMAX (ft)
25
10' -7"
10' -7"
30 I
10' - 5"
10' - 5"
35
10' - 0"
10' - 0"
39
9'- 9"
9'- 9"
40
9' - 8"
9' - 8"
45
9' -4"
9'- 5"
49
8'- 11"
9'- 3"
50
8'- 10"
9'- 2"
55
8' - 5"
8' - 11 "
58
8' - 2"
8' - 10"
60
8 - 1 "
8' - 9"
65
7' - 9"
8' - 3"
70
7' - 6"
7' - 8"
72
7' - 4"
7' - 6"
75
7' - 2"
7' - 2"
80
6' -9"
6' -9"
90
6' - 0"
6' - 0"
100
5 - 4"
5' - 4"
110
4'- 10"
4'- 10"
120
4' - 6"
4' - 6"
130
- 4' -1"
4' -1"
Er 15E0
SPACING
I % j / �/ r SF;ORT LEG MAY BE
I! / REVERSEC TOWARD5
/ 1 E OPENINC-
OO ' 1 FG =G
/
w ✓ °) 2S'
7N I //
p W ° /
•'.4 TEK SCREW OR
1, , -20 MACHINE
SCREW 1 NUT ' w
O.0 (TYP ALL SlM.
CONNECTIONS
EXI5TING
GL ALNG -
EXISTING
CONCRETE,
1 - IOLL BLOCK
OR WOOD
FRAMING- (SEE
ANC-OR /
SCHEDULE /
BASED ON TYPE
G< STRUCTUSE)J
REQ'D SEPLRATION�
FROM GLASS
(REF. TL L E T ?J
RECD SEPARATION
1 -- FROM GL455
(REF. TABLE T2)
EXIST ING.
GLAZING-
L
/� BUILD -OUT
N.1 .5
Q CON N =C T ION "
ANCJORE TG EE LT 125' OR 6�S• CC.
(REFERENCE ANCHOR 5CHEDULE 23
FOR MAX. SPLGN2 -). USE REMOVABLE
ANCI+ORS ONLY
V /V / 1 ,
✓/ / /
1
/
D157.
C3 CONNECTIC"N TYPE
REFERENCE ANC -+OR
SC -EDULE T3 FOR MLx.
C.SO0'
C2 CONNECTION TYPE
REFERENCE ANCI -NOR
5C- 1EDULE T3 FOR MAX_
SPACING
MOUNT SECTION
EXISTING- CONCRETE. - OL_O'W
BLOCK OR WOOD FRAMING.
SEE ANCHOR SCi-IED. BASED
QN TYPE OF STRUCTURE.
E x15T ING
C n`_oc Tc
HOLLOW ELOCK
OR wOG
FRL"N"- SF.
ANCHOR SC -E
OF S-RJCTURE TRACK /DIRECT MOUNT SEC - ION
N '=
W /
/,c /
, "/
l� i
/W of C'- aG'i." I �' .J
i i
/ 4 / /'1tG H. I�src -
/ \ < -0 x
� SCREWS s 12.5 0.0
QED. 1.
CONNECTION 2`"P=
RE= ERENCE ANC •;0R
SC‘- IEDULE T3 FOR
MAX SFACING
I/4 -20 X 5.5.
MACH NE SCREW
e 125' O.G.
,-- 02 CONNECTION TYPE
/ / REFERENCE A NCI -IDR
SC -ED - UCE FOR
/ MAX „FACING
/
/ C ' 1) 1 1--
5 ^,1D ANGLE
DIRCTIGN MAT'
BE rE VERSED.
AS 514041
02 CONNECTION TYPE
RE= ERENCE ANC -OR
SCI- IEDULE T3 FOR
r SPACING
0500'
Ex15T
GLAZING
EC,,E0
OPTIONAL BUILDOUT
MOUNTING CONFIGURATIONS
(AT HEADER OF SILL)
EMB1:D.
EXISTING CONCRETE,
1 4OLLOW LOCK OR
WOOD FRAMING. SEE
ANC -OR SC -ED -BASED -
T . P_ OF STRUCTURE
REC'D SEFARLTION
FROM GL .-55 r -
(REF. TABLE T2)
- 20 x =i' _cc
MAC'4INE SCREWS
I
EMBED -
Ex157ING CONC E E JOLLOW
BLOCK OR u D0D FRAMING.
/ SEE ANCJ0R SCJED BASED
ON T FE J' STF J'CTURE
�- 02 GONNEC T 'ON T • _
/ RE= ERENCE = N'CI -GR
/ 50-EDULE 3FOR
SFACING
j i
- 1
1.1J
j
W / % /
/ /
EXISTING
GLAZING J
UJ
13
w
WA__ MOUNT SECTION
NTS
- X:STING, CONCRETE. uOLLOW BLOCK
OR WOOD FRAMING SEE ANO -NOR
SG -ED. 545ED ON TYRE- OF STRUCTURE
/
LEG DIR
riA 5E
REve-RSED7
/ - I_
•EG'D GLASS
SEPAR, DIST.
SEE 7.4.5rLE
T2 PoR TIN
0.25' J
( 11 E I' ING/FLCOR rOUN SEC - iCN
F -C. =C
W W
Q m
W
� W
O
W W
W
6') 0
Z
v d
J d
025'
-2e X = 5 5
MAC: -NNE < S,L7REW w/
WINGNUT 00 CC
02 CONNECTION "AE
REFERENCE ANC -0R
SO- NEDULE�23 FOR MAX.
SPACING
CA CONNECTION TYPF
REFERENCE ANCJOR
SCJEDULE T3 FOR MAX.
SFACING
V
4
et D • c
L V I L'
0.---
x 0 0 3`
E G
q- '<
<az zMc.�
d i / I "\--,7;)
/
./ f i"1 / /
/ /
Ec =G A CGNNCCT.GN r -z
/
's�/' REFERENC4 ANC -CR
/ SCJEDULE T3 FOR MAX.
SF ciNG
; �,5 = ^N SC -'_ JUL=
S A.N SrT!J,EDUL'= NOTES:
I ENTER SFAN SCHEDULE WITW NEGATIVE DESiC:N
LOAD TO DETERM NE MAXIMUM ALLOWA5LE STOR"
PANEL SPAN SC -EDULE IS . - CEFT. - - OR USE
WITJ POSITIVE LOADS LESS TI OR EQ.. L TO
NEGLTIVE DESIGN LOADS.
.2, INTERPOLATION BETWEEN LOADS IS
CC., ABL C7 USE NEXT 1- =R LC:-::
EX:5T ING
GLAZING
- XISTING WOOD TRJSSES
/r 74 G.C. MAX,.
l i.
RECD 5 =ARL7ICN
FROM GLASS (REF. T A ✓LE 2
K -TRUSS MOUNT SECTION
O NTS
/ / J
EM'=S =D%' i
1/ /
/ w
/u,
,
E/!5 ING- CONCRE TE _LOW
E_OCK OR WOGD =RAMING- /` W /
SEE ANC -10R 5C' -EC 50540
CN T7' E 0= STRJCTURE ` �,
EX. STING -
G_A_!NG
0FFSE W-LL_ MOI;NT SEC7i0N
I
iN SE✓� I ION
F O 1 A, SS S ` �, II
1 2)
TALE NOES:
I. ENTER SEAN SCI- IEOULE W!7H P05171vE DESIGN
LC.^ -D TO DETER 1- 11NE STOR
F.Lr.NEL SEF.ORLTION =ROM GL ^SS OR DOOR TO SE
PROTECTED- SCHEDULE !S SEC-LURED FOR USE WIT:✓
=0SI T IvE LOADS ONLY.
2. INTERPOLGTION SETUJEEN LO4D5 15
ACCEF7ABLE, O 055 NEXT 1 J1G 1 -4E.°. LOAD.
7 EXTERIOR
WALL FIN15-
STEEL TU5E TO 507"071 TRUSS
C -GRD_ W/ (3) x: =71'5 =D
SCREWS E=C- « TRJ.-_
(24' O.C. MAX)
_ >'�r' ....C4,S STEEL TUBE
1 --1EADER TC ROLLED S EEL TU5E W; CENTER
LAG (4.5 •.:ESCRI5ED SOvE) s TRJSSES 1
5.5 TC PLATE s 0 C=TW'CEN TRUSSES
��Lr „dx = 5' -0' CriLX 5 LN;
Ax DESIGN L04D = c6E per
ALUM, OR GAL V STEEL SFLCES,
As R=C
C' CONNECT :0N TYPE
LNCJORS TO BE AT ;7 • OR
6.25' OC. ' REFERENCE
LNC -GR SC- IEDUR
MAX SPACING -J CSE LE °O
1N
J R.. .�: `JGBLE LNCJGRS ON'-'
iu m
v1
w
1
"___/\,
EXE' 0R WLL =INiS
FRCTRJDING FR0
MOJN SJR=___
J L
RANK L 5ENNAR
'°EOOA6S4S.
ry
� V
LL
1
Ir
o' 1
m
Iii
w
N
4
Z
l-L
RE vISIONS
S I--4 E E T :
•0F
0
0
z
W
W
z
Z
w
If
LL
3
3
DESCRIPTION! DATE
COJ./t CO'flEN
, c ,
SCLLE. ' I'
DRAWN Sl : 00
?1-=-T<Ev =l : =L5
-'RIN , V GTC 11/16/02
DWG 02 -866 -III
PENETRATION
OR =MEE2
W
Ug n- I
W u /
/
EXISTING
GLAZING
EXISTING
CONCRETE,
HOLLOW FLOCK
OR WOOD
FRAMING. SEE
ANC/JOR SCUE D.
ASED ON TYPE
OF STRJCTJRE
EXISTING
GLAZING
I� I
O WALL MOUNT SECTION
tuA',L MG\r'T
RECD GLASS SEP.
DIST. (SEE TAE E
/ FOR MINIMU -1.)
O HEADER /SILL MCUNT SECTION
iRAG MO.::T TR.-:COGS ANC:,E. NT
E XISTING CONCRETE..
-CLL OW °LOCK OR
WOOD FRAMING. SE_
ANC -OR 5C- ED.SASED
ON TYPE OF STRJCTURE.
CONNECTION TYPE
r r REFERENCE ANCHOR
/ A
SC'-- !EDULE T4 FOR
.AX SPACING
/'
'IN / ^ AGO'
REO'D GLASS SEP.
— DIST. (SEE TABLE —
T2 FOR MINIMUM) ��—
(
EXISTING CONCRETE -OL LOW °L
' OR WOOD FRAMING. SEE ANCHOR
SOWED. SASED ON TYPE OF STRJCTURE.
CT CONN TYPE
REF. ANC --TOR 5C-ED
G -OK r - .X SPACING7
1.36 h
1 'CS CONN TYPE
REF.4NCi -IOR
SCI-IED T4 FOR
MAX SPACING
-
L
Cr, CONNECTION TYPE
REFE ENCE ANC;OR
SCtJEDULE T4 FOR
MAX. SPACING.
U
LEG- MAY 5E BENT
TO 30oec MAX
oQ
1363' n
L BE
'O 30oec MAX
/ i
EXISTING
GLAZING
t -E /1ST rv? CO�:4E LLO'J. SLCC G
C OR WGOC FRA—I!N
C
5E ANC -G^ SC-+= ABED ON TRJCTURE
� n
QP ION.AL IN E1 MOUNT NS A.LL A. ION DETAILS
RECD GLASS SEP. DIST.
(SEE TABLE T2 FOR MINIMUM)
NC CEILINGFLOOR MOUNT SECTION
TRAP MOUNT ' RACKS. NT..
RECD GLASS
SEP. DIST. I „ „,-- XISTING
(SEE TABLE T2 JGL AZING
FOR MINIMUM) j
I
•
EXISTING- � , .
CONCRETE. // W /
F+CL L OW SLOCK .
OR WOOD I o �
FRAMING SE=
ANC SCUED- /
CASED ON TYP E
S -RJCTURE- /— EM5Ej
/ , / /
DIRECT WALL -1QUN7 SECTION
'— eCT-o DEC ■RI WALL MC.N
(REr DE AIL '.. N T
/ /DL
/ CONNECTION' TYPE
%
S
i � FOR R
/ 11/ / / CHEDULE �_n
�/ SPACIN'_-
ulf
PENETRATION
OR EMEED
AVM 11431414
/ /1
}
0 �
s
J
W W
L J
�
(L0
z F 111
E W_ 0
- l)
an 7
w 1
w 0
`C i CONNECTION TYPE
REFERRENCE ANC -OR
SC -EDULE T =OR MAX
5PAC ING
EXISTING- CONCRETE HOLL
BLOCK OR WOOD FRAMING.
5EE AN■■OR 5C -.ED. 54SED
ON TYPE OF S7RJGTURE
p / CS CONNECTION TYPE
REFERENCE ANC -OR
SC4EDULE T4 FOR
MAX. SPACING
,l I.00'
V MAX
E...CA PANEL Ar.)JACENT 'C LAST
OPTION G- (
ELCO FANELMATES
AT 50770^'1 OF
ADJACENT FANEL
^ANE! fi BOTTOM W/ (2) ELGO = ANELMATES
(1) POt:ERS CALK -IN. ALTEFeNLTIVELY
USE (3) PANELMATES AND NO7C^I SOTTOM
CORNERS OF LAST PANEL 70 FIT OVER
INNERMOST ANC -ORS
CLIP LOCKS
ENC PANEL
FLUSH AGAINST
TOP TRACK
D.!2�s• —
— 0623'
0 J
`” l I I
I 1
(EC4 USE Pll, WTU wSE,E 1'IW�T PANELS,
G - TRACK ISOMETRIC
(I) I- !FADER END CAP
END W/ (2) •i4 SMS
TO TRACK
OPTIONAL PLASTIC KNO
DJACENT PANEL
TYP L2.5
\ I� COVERAGE
PERFORATIONS
AT MIDSFAN FOR USE
WITI4 RE•OvASLE
:;ANDLE AND /OR
PLASTIC KN055
-FADER
s TCP PER
DETAIL - F'
DIRECT WALL MOUNT EX - ERI0R ELEVATION
9OTTC'� D v-AL '1OUN'
(REF DETAIL 'P'). NT.5
OPTIONAL PLASTIC KNOB,
TO EASE PANEL SLIDING
(NON - STRUCTURAL, SEE
DETAIL 70 LEFT.
SILL TRACK ISOMETRIC
9OTTOr1• TRACK. N T5
LAST PANEL MOUNTED
FROM INSIDE_ 0= BLDG
AVJACEN
PANEL
O FT A :'x2' MAX NCTC4 IN - 0 T. E: (1) ' - 2C FOiJE
LA.,7 FANEL AROUND WINGNUT CALK-IN, CLOSEST 70 LAS"
PANEL (NO NCTCU= RECD)
L(1) 1'x2'x00S2
ANGLE s EN'. Wi (2)
° 14 SMS TO TRACK
TOP 'IJ' -TRACK OR
TOP 'U' -TRACK
(FASTEN TO
STRUCTURE PER
SECTIONS 70 LEFT)
BOTTOM TRACK
OR BOTTOM 'U'
TRACK (FASTEN 70,
STRUCTURE PER
DETAILS M, N tO
TO LEFT)
Ap prr.vc: gs CPC :: cn
Florida Sul icg C 'e
Date P� 1 L / d 7 :5 Cc 3
NOAH n7.- 117x• 0 7
Miami Dade Product CA' nom
Division
Rl.
-TYPICAL
/ CVERLL4P ,!�'�
rte, �� �f --"1
/\\//,
I' —I • , STITCH BOLTS
I � ( c ` FICA- MAY. 1 1 W/ WINGNUTS I
= u
( AG SIDE CF � ' C =T10N _ _) '•<' ELCO
I I 6' .AX 1 I LAST FANE 1 FANELMA7ES AT 50TTO'
}' t FICAL
0= ADJACENT FANELS
., I I _
cy
0 DJ
cv u
Q V
zz
z w
uJ Z_
I—
_1
Z
Q r z
r \
z
RE VISIONS
DESCRIPTION! DATE
COIF $ 1 In/•3
SCALE. " '. (UN.0 -)
�RAUA =Y• CL
G °GC -U o FLE
DW G2 -E6E -III
S - E E .
•= L
HOLLOW CONC BLOCK
1/4" x 1 -1/4" EMBED
ELCO TAPCON
2.0" EDGE DISTANCE (
39
45
55
12.6"
10.9"
8.9"
8.2"
7.1"
5.8"
8.0"
6.9"
5.7"
5.2"
4.5"
3.7"
Tcap (Ib) = 174.00
ANCHOR
65
7.5"
4.9"
5.0"
3.3"
Vcap (Ib) = 318.00
07 08
72
6.8"
4.5"
5.0"
3.3"
1/4 "x7 /8'• EMBED
CONN TYPE
39
16.0"
12.3"
10.4"
7.8"
ALL - POINTS SOLID -SET
9.6" 6.9"
45
14.2"
10.7"
9.0"
6.8"
LEAD SHIELD ANCHOR
*
55
11.7"
8.7"
7.4"
5.5"
Tcap (Ib) = 358
39
65
9.9"
7.4"
6.5"
4.9"
Vcap (Ib) = 249
12.5"
72
8.9"
6.7"
6.5"
4.9"
1/4" x 1 -1/4'• EMBED
12.5"
39
11.2"
8.0"
7.1"
5.1"
ELCO PANELMATE
16.0" 8.4"
45
9.7"
6.9"
6.2"
4.4"
12.5"
16.0" 16.0"
55
7.9"
5.6"
5.0"
3.6"
Tcap (Ib) = 201.50
10.3"
65
6.7"
4.8"
4.4"
3.2"
Vcap (Ib) = 198.50
12.5"
72
6.1"
4.3"
4.4"
3.2"
I HOLLOW CONC BLOCK
1/4" x 1 -1/4" EMBED
ELCO TAPCON
2.0" EDGE DISTANCE (
39
45
55
16.0"
16.0"
11.0"
16.0"
16.0"
16.0"
7.5"
5.2"
3.4"
15.5"
13.4"
11.0"
Tcap (Ib) = 218.00
ANCHOR
65
6.4"
14.6"
,/ //
9.7"
Vcap (!b) = 398.00
07 08
72
5.0"
13.2"
CONN TYPE
9.7"
1/4"x7/8" EMBED
CONN TYPE
39
16.0"
16.0"
12.4"
16.0"
ALL - POINTS SOLID -SET
9.6" 6.9"
45
16.0"
16.0"
8.5"
16.0"
LEAD SHIELD ANCHOR
*
55
16.0"
16.0"
5.5"
16.0"
Tcap (Ib) = 358
39
65
10.5"
16.0"
4.4"
15.9"
Vcap (lb) = 249
12.5"
72
8.2"
16.0"
4.4"
15.9"
1/4" x 1 -1/4" EMBED
12.5"
39
16.0"
16.0"
7.1"
14.5"
ELCO PANELMATE
16.0" 8.4"
45
16.0"
16.0"
4.8"
12.6"
12.5"
16.0" 16.0"
55
10.3"
16.0"
3.2"
10.3"
Tcap (Ib) = 204.75
10.3"
65
6.0"
13.7"
�/
9.1"
Vcap (Ib) = 233.50
12.5"
72
4.7"
12.4"
�/ /�
9.1"
HOLLOW CONC BLOCK
1/4" x 1 -1/4" EMBED
ELCO TAPCON
2.0" EDGE DISTANCE (
39
49
58
12.5"
12.5"
12.5"
2.5" EDGE DISTANCE
SPANS UP TO
5.50 ft
SPANS UP TO
8.67 ft
;1ST
RU
ANCHOR
LOAD
CONN TYPE
SPANS UP
TO 5 50 ft
SPANS UP
TO 8.67 ft
SPANS UP
TO 10 67 ft
'ANCHOR
IST
RUI
07 08
C7 C8
LOAD
1/4" x 1 -3/4" EMBED
CONN TYPE
16.0" 15.3"
13.6" 9.7"
CONN TYPE
45
16.0" 13.2"
CONN TYPE
(MIN 3320 PSI CONC)
55
15.2" 10.8"
9.6" 6.9"
(psf)
01
C2 03
C4
01
C2 C3
C4
01
C2 03
C4
16.0" 16.0"
1/4" x 1 - 3/4" EMBED
ALL- POINTS SOLID -SET
39
12.5"
16.0" 16.0"
16.0"
12.5"
16.0" 16.0"
16.0"
12.5"
16.0" 11.9"
13.5"
9.5" 6.7"
ELCO TAPCON
72
49
12.5"
16.0" 16.0"
16.0"
12.5"
16.0" 11.6"
13 3"
12.5"
16.0" 8.4"
10.7"
CONCRETE
(MIN 3320 PSI CONC)
11.5" 8.2"
58
12.5"
16.0" 16.0"
16.0"
12.5"
16.0" 8 9"
11.1"
12 5"
16.0" 8.0"
10.3"
Tcap (Ib) = 483.00
14.3"
72
12.5"
16.0" 13.0"
14.3"
12.5"
16.0" 8.0"
10.3"
12.5"
16.0" 8.0"
10.3"
Vcap (Ib) = 475.00
72
130
12.5"
16.0" 8.0"
10.3"
12.5"
16.0" 8.0"
10.3"
12.5"
16.0" 8.0"
10.3"
1/4 "x7/8" EMBED
6.4"
39
12.5"
16.0" 16.0"
16.0"
12.5"
16.0" 15.2"
15.0"
12.5"
16.0" 10.6"
12.1"
ALL - POINTS SOLID -SET
12.5"
49
12.5"
16.0" 16.0"
16.0"
12.5"
16.0" 10.2"
11.8"
12.5"
16.0" 7.5"
9.5"
LEAD SHIELD ANCHOR
*
58
12.5"
16.0" 16.0"
16.0"
12.5"
16.0" 7.9"
9.9"
12.5"
16.0" 7.1"
9.2"
Tcap (Ib) = 428
11.9"
72
12.5"
16.0" 11.5"
12.7"
12.5"
16.0" 7.1"
9.2"
12.5"
16.0" 7.1"
9.2"
Vcap (Ib) = 429
58
130
12.5"
16.0" 7.1"
9.2"
12.5"
16.0" 7.1"
9.2"
12.5"
16.0" 7.1"
9.2"
1/4" x 2" EMBED
4.7"
39
12.5"
16.0" 16.0"
16.0"
12.5"
16.0" 13.3"
15.7"
12.5"
16.0" 9.2"
12.6"
ELCO PANELMATE
6.25"
49
12.5"
16.0" 16.0"
16.0"
12.5"
16.0" 8.9"
12.4"
12.5"
16.0" 6.5"
9.9"
(MIN 3350 PSI CONC)
*
58
12.5"
16.0" 14.9"
16.0"
12.5"
16.0" 6.9"
10.4"
12.5"
16.0" 6.2"
9.6"
Tcap (Ib) = 372.00
72
12.5"
16.0" 10.0"
13.3"
12.5"
16.0" 6.2"
9.6"
12.5"
16.0" 6.2"
9.6"
Vcap (Ib) = 565.00
130
12.5"
16.0" 6.2"
9.6"
12.5"
16.0" 6.2"
9.6"
12.5"
16.0" 6.2"
9.6"
HOLLOW CONC BLOCK
1/4" x 1 -1/4" EMBED
ELCO TAPCON
2.0" EDGE DISTANCE (
39
49
58
12.5"
12.5"
12.5"
16.0"
16.0"
16.0"
SPANS UP TO
5.50 ft
SPANS UP TO
8.67 ft
;1ST
RU
ANCHOR
LOAD
CONN TYPE
CONN TYPE
12.6"
10.0"
9.7"
5.4"
3.8"
3.6"
(psf)
07 08
C7 C8
1 CONCRETE
1/4" x 1 -3/4" EMBED
39
16.0" 15.3"
13.6" 9.7"
ELCO TAPCON
45
16.0" 13.2"
11.8" 8.4"
(MIN 3320 PSI CONC)
55
15.2" 10.8"
9.6" 6.9"
Tcap (Ib) = 386.40
65
12.9" 9.2"
8.5" 6.0"
Vcap (Ib) = 380.00
72
11.6" 8.3"
8.5" 6.0"
1/4 "x7/8" EMBED
39
16.0" 16.0"
15.2" 10.8"
ALL- POINTS SOLID -SET
45
16.0" 14.7"
13.2" 9.3"
LEAD SHIELD ANCHOR
* 55
16.0" 12.0"
10.8" 7.6"
Tcap (Ib) = 428
65
14.4" 10.2"
9.5" 6.7"
Vcap (Ib) = 429
72
13.0" 9.2"
9.5" 6.7"
1/4" x 2" EMBED
39
16.0" 11.6"
10.3" 7.4"
ELCO PANELMATE
45
14.1" 10.1"
8.9" 6.4"
(MIN 3350 PSI CONC)
* 55
11.5" 8.2"
7.3" 5.2"
Tcap (Ib) = 297.60
65
9.7" 7.0"
6.4" 4.6"
Vcap (Ib) = 282.50
72
8.8" 6.3"
6.4" 4.6"
HOLLOW CONC BLOCK
1/4" x 1 -1/4" EMBED
ELCO TAPCON
2.5" EDGE DIST.
39
49
58
12.5"
12.5"
12.5"
16.0"
16.0"
16.0"
SPANS UP TO
5.50 ft
SPANS UP TO
8.67 ft
1ST
RU(
ANCHOR
LOAD
CONN TYPE
CONN TYPE
12.6"
10.0"
9.7"
5.4"
3.8"
3.6"
(psf)
05 C6
05 C6
CONCRETE
1/4" x 1 -3/4" EMBED
39
16.0" 16.0"
16.0" 16.0"
ELCO TAPCON
45
16.0" 16.0"
11.4" 16.0"
(MIN 3320 PSI CONC)
55
16.0" 16.0"
7.5" 16.0"
Tcap (Ib) = 483.00
65
14.2" 16.0"
6.0" 16.0"
Vcap (Ib) = 475.00
72
11.0" 16.0"
6.0" 16.0"
1/4 "x7/8" EMBED
39
16.0" 16.0"
14.8" 16.0"
ALL- POINTS SOLID -SET
45
16.0" 16.0"
10.1" 16.0"
LEAD SHIELD ANCHOR
* 55
16.0" 16.0"
6.6" 16.0"
Tcap (Ib) = 428
65
12.6" 16.0"
5.3" 16.0"
Vcap (Ib) = 429
72
9.8" 16.0"
5.3" 16.0"
1/4" x 2" EMBED
39
16.0" 16.0"
12.9" 16.0"
ELCO PANELMATE
45
16.0" 16.0"
8.8" 16.0"
(MIN 3350 PSI CONC)
* 55
16.0" 16.0"
5.8" 16.0"
Tcap (Ib) = 372.00
65
11.0" 16.0"
4.6" 16.0"
Vcap (Ib) = 565.00
72
8.5" 16.0"
4.6" 16.0"
HOLLOW CONC BLOCK
1/4" x 1 -1/4" EMBED
ELCO TAPCON
39
49
58
12.5"
12.5"
12.5"
16.0"
16.0"
16.0"
16.0"
12.7"
8.7"
15.8"
12.5"
10.5"
12.5"
6.25"
6.25"
15.5"
12.3"
10.4"
7.8"
5.2"
4.0"
9.9"
7.7"
6.5"
12.5"
6.25"
6.25"
12.6"
10.0"
9.7"
5.4"
3.8"
3.6"
7.9"
6.2"
6.0"
Tcap (Ib) = 218.00
16.0"
16.0"
16.0"
16.0"
16.0"
72
12.5"
13.2"
5.9"
8.3"
6.25"
9.7"
3.6"
6.0"
6.25"
9.7"
3.6"
6.0"
Vcap (Ib) = 398.00
12.5"
6.25"
6.25"
6.25"
6.25"
130
6.25"
9.7"
3.6"
6.0"
6.25"
9.7"
3.6"
6.0"
6.25"
97"
3.6"
6.0"
1/4"x7/8" EMBED
5.7"
4.0"
3.8"
3.8"
3.8"
39
12.5"
16.0"
16.0"
16.0"
12.5"
16.0"
12.7"
10.3"
12.5"
16.0"
8.8"
8.3"
ALL - POINTS SOLID -SET
49
12.5"
16.0"
16.0"
13.1"
12.5"
16.0"
8.5"
8.2"
12.5"
16.0"
6.2"
6.6"
LEAD SHIELD ANCHOR
*
58
12.5"
16.0"
14.3"
11.0"
12.5"
16.0"
6.6"
6.9"
12.5"
15.9"
5.9"
6.4"
Tcap (Ib) = 358
11.7"
72
12.5"
16.0"
9.6"
8.8"
12.5"
15.9"
5.9"
6.4"
12.5"
15.9"
5 9"
6.4"
Vcap (Ib) = 249
14.0 "
130
12.5"
16 9"
c"
6.4"
12.5"
15.9"
5 9"
6 4"
12.5"
1 S 9"
9"
6.4"
1/4" x 1 -1/4" EMBED
39
12.5"
16.0"
16.0"
12.2"
12.5"
14.5"
7.3"
7.7"
6.25"
11.8"
5.1"
6.2"
ELCO PANELMATE
49
12.5"
16.0"
11.9"
9.7"
6.25"
11.6"
4.9"
6.0"
6.25"
974"
3.6"
4.9"
58
12.5"
15.4"
8.2"
8.1"
6.25"
9.8"
3.8"
5.1"
6.25"
9.1"
3.4"
4.7"
Tcap (Ib) = 204.75
72
6.25"
12.4"
5.5"
6.5"
6.25"
9.1"
3.4"
4.7"
6.25"
9.1"
3.4"
4.7"
Vcap (Ib) = 233.50
130
6.25"
9.1"
3.4"
4.7"
6.25"
9.1"
3.4"
4.7"
6.25"
9.1"
3.4"
4.7"
C
4NC;-'C NOTES:
5F.:Ne, LND LOLD5 SuOUJ ■,ERE LRE FOR OE ER N:NG ANCOR 5 =_C NG ONL'" ALLCW.E_E E-
SPA•S FOR SFECIFIC LOADS MUST EE LIMITED TO T;-.1.C.-SE S-O,: IN _L_O.JAELE 5.^.N SCUED' __ (T ELE
2. ENTER LNCU ^R SCHEDULE EASED ON T-E EX1ST!NG STRJCTURE N,_ ERI.:L ANC _OR - `"FE :SELECT DESIGN
LOAD GREATER ' -AN CR EQUAL TO NEGA 'vE DESIGN LCLD ON Si-L: AND SE_EC S =AN GREATER
EOULL TO 5::',TTE _ SPAN
3. SELECT CONNECTION TTFE ASE ON _P°ROFRIA'E MCJN - ! NC,. CC'.DITION (555 "'O,.N N!_ r =TL 5 ON
S- 2 i ; FCR IDENTIFICATION OF CONNECTION 71
4. ANC'OR5 SUALL EE INSTALLED IN ACCORDANCE WIT RECOMMENDATIONS
S. W EXISTING STRJCTURE 15 Iu000 FRAMING EXIST;VG CONDITIONS ".-. v VERIFT --...'
FASTENERS ARE INTO A:'EQJATE WOOD = RA^1ING MEMEERS. NOT F_YWOCD '_S - ENING TO ° _'T - WOOD '5
ACCEFTAEL E ONLY' FOR SIDE CLOSURE FIECES
^.N !G,� -'C!NG S(7- �EDUCE
\SIB` MOUNT . •I.NELS, MOUNT)
C _ C SCREWS = ,5-_ - RR FLOE - - _ -
W R- LA. SC -�1. - N NA"�< W ... � ...^^I
_ _ _ Z .. _,,._ .. ., __ _. 5 JG <' N'- L,, _N =< SSA__ Ec LOO^ - IN
_N _•�
CF NO M NAL X (MIN WOOD ST,.O ('4' EDGE D,S - LNCE 15 ACCEFTLELE FOR 5)000 FRA! 5)000 5TJ_
SHALL EE 'SOOT -ERN PINE G =ESS OR GREATER DENSITY. LAG SCREW 5:-ALL -LVE F■- IILLIPS PAN -EA'C C- 5x
-E L.3
...ESONLTEE REMCv4,ELE LNC'.- CRS -RE RECUIRED FOR DIRECT MOUNT !NS L__LTIONE
5' MLC IINE SCRE�.;S S L - MIN�^';JI'" OF ENGLs' C•F E.-.,5 IN ELSE ANC -+0R AN ^i_ LAVE
.... FAN _.-.O TP455 'uEAD r"'R WATER -EL SIDEWALK
MINIMUM EMEEDMENT AND EDGE DISTANCE E,' CLUDES ST'JCCG OR OT-+ER WL -L FINIS -!E5
10. 5 DESIGNATES ANC •OR CONDITIONS W'-:IC - _ -E NOT ACC= FTLELE FOR USE
=NC ACING SC- IEDULE
�: INSJ E MOUNT =4NE , TR,_� MOUNT)
0
O
1/4" x 2" THREAD
PENETR. LAG SCREW
Tcap (Ib) = 359.53
Vcap (Ib) = 82.97
39
45
55
65
72
#14 x 1 -1/2" THREAD 39
PENETR. WOOD SCREW 45
55
Tcap (Ib) = 234.00 65
Vcap (Ib) = 96.74 72
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4 -20 SCREW
Tcap (Ib) = 231.50
Vcap (Ib) = 232.50
39
45
* 55
65
72
0.75" EDGE DISTANCE
7.5"
6.5"
5.3"
4.5"
4.1"
6.5"
5.7"
4.6"
3.9"
3.5"
7.7"
6.6"
5.4"
4.6"
4.1"
6.2"
5 4"
4.4"
3.7"
3.3"
13.0"
11.2"
9.2"
7.8"
7.0"
9.2"
8.0"
6.5"
5.5"
5.0"
4.8"
4.1"
3.4" '
4.2"
3.6"
4.9"
4.2"
3.4"
3.0"
3.0"
3.9"
3 4"
8.2"
7.1"
5.8"
5.1'
5.1'
5.8"
5.1"
4.1"
3.7"
3 7"
.h
P.'
Florida 6ii4ieg
_
Miami Dide rrsdr, Co .t!
fi't `biQf! I
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°EOO46S4E
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REVISIONS
:ES•RIFTION!
cv*+enre I i,vc3
ECL = NT t •
- 5)N i L : 11 /;b /E2
0510 C2 -865-I1i
4EE :
OF 4
EMAIL: FRANKEDFLE3ENGINEERING.COM
4441 NORT1-1 DIXIE 1-11C11-ILUA-T-
0.75" EDGE DISTANCE
OOOM
0.75" EDGE DISTANCE
39
16.0"
000M
1/4" x 2" THREAD
PENETR. LAG SCREW
Tcap (lb). 359.53
Vcap (Ib) = 82.97
16.0"
39
49
58
72
130
12.5"
12.5"
12.5"
12.5"
12.5"
16.0"
16.0"
16.0"
16.0"
16.0"
16.0" 7.5"
16.0" 6.0"
14.4" 5.1"
9.6" 4.1"
6.0" W
12.5"
12.5"
12.5"
12.5"
12.5"
16.0"
16.0"
16.0"
16.0"
16.0"
12.8" 4.8"
8.6" 3.8"
6.6" 3.2"
6.0 " /� j /
6.0" %%��
12.5"
12.5"
12.5"
12.5"
12.5"
16.0"
16.0"
16.0"
16.0"
16.0"
8.9"
6.3"
6.0"
6.0"
6.0"
3.9"
3.1"
r /��
j�
' A
#14 x 1 -1/2" THREAD
PENETR. WOOD SCREW
Tcap (Ib) = 234.00
Vcap (lb) = 96.74
5.6"
39
49
58
72
130
12.5"
12.5"
12.5"
12.5"
6.25"
16.0"
16.0"
16.0"
14.2"
10.4"
16.0" 7.7"
13.6" 6.1"
9.3" 5.1"
6.3" 4.1"
3.9" reZ
12.5"
12.5"
6.25"
6.25"
6.25"
16.0"
13.2"
11.2"
10.4"
10.4"
8.3" 4.8"
5.6" 3.8"
4.3" 3.2"
3.9" j
3.9" j
12.5"
6.25"
6.25"
6.25"
6.25"
13.5"
10.7"
10.4"
10 4"
10.4"
5.8"
4.1"
3.9"
3.9"
3.9"
3.9"
3.1"
�
'
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4 -20 SCREW
Tcap (Ib) = 231.50
Vcap (lb). 232.50
r
39
49
58
72
130
12.5"
12.5"
12.5"
12.5"
6.25"
16.0"
16.0"
16.0"
14.0"
10.3"
16.0" 13.0"
13.5" 10.3"
9.2" 8.7"
6.2" 6.9"
3.8" 5 0"
12.5"
12.5"
6.25"
6.25"
6.25"
16.0"
13.1"
11.1"
10.3"
10.3"
8.3" 8.1"
5.5" 6.4"
4.3" 5.4"
3.8" 5.0"
3.8" 5.0"
12.5"
6.25"
6.25"
6.25"
6.25"
13.4"
10.6"
10.3"
10.3"
10.3"
5.7"
4.0"
3.8"
3.8"
3.8"
6.6"
5.2"
5.0"
5.0"
5.0"
C
4NC;-'C NOTES:
5F.:Ne, LND LOLD5 SuOUJ ■,ERE LRE FOR OE ER N:NG ANCOR 5 =_C NG ONL'" ALLCW.E_E E-
SPA•S FOR SFECIFIC LOADS MUST EE LIMITED TO T;-.1.C.-SE S-O,: IN _L_O.JAELE 5.^.N SCUED' __ (T ELE
2. ENTER LNCU ^R SCHEDULE EASED ON T-E EX1ST!NG STRJCTURE N,_ ERI.:L ANC _OR - `"FE :SELECT DESIGN
LOAD GREATER ' -AN CR EQUAL TO NEGA 'vE DESIGN LCLD ON Si-L: AND SE_EC S =AN GREATER
EOULL TO 5::',TTE _ SPAN
3. SELECT CONNECTION TTFE ASE ON _P°ROFRIA'E MCJN - ! NC,. CC'.DITION (555 "'O,.N N!_ r =TL 5 ON
S- 2 i ; FCR IDENTIFICATION OF CONNECTION 71
4. ANC'OR5 SUALL EE INSTALLED IN ACCORDANCE WIT RECOMMENDATIONS
S. W EXISTING STRJCTURE 15 Iu000 FRAMING EXIST;VG CONDITIONS ".-. v VERIFT --...'
FASTENERS ARE INTO A:'EQJATE WOOD = RA^1ING MEMEERS. NOT F_YWOCD '_S - ENING TO ° _'T - WOOD '5
ACCEFTAEL E ONLY' FOR SIDE CLOSURE FIECES
^.N !G,� -'C!NG S(7- �EDUCE
\SIB` MOUNT . •I.NELS, MOUNT)
C _ C SCREWS = ,5-_ - RR FLOE - - _ -
W R- LA. SC -�1. - N NA"�< W ... � ...^^I
_ _ _ Z .. _,,._ .. ., __ _. 5 JG <' N'- L,, _N =< SSA__ Ec LOO^ - IN
_N _•�
CF NO M NAL X (MIN WOOD ST,.O ('4' EDGE D,S - LNCE 15 ACCEFTLELE FOR 5)000 FRA! 5)000 5TJ_
SHALL EE 'SOOT -ERN PINE G =ESS OR GREATER DENSITY. LAG SCREW 5:-ALL -LVE F■- IILLIPS PAN -EA'C C- 5x
-E L.3
...ESONLTEE REMCv4,ELE LNC'.- CRS -RE RECUIRED FOR DIRECT MOUNT !NS L__LTIONE
5' MLC IINE SCRE�.;S S L - MIN�^';JI'" OF ENGLs' C•F E.-.,5 IN ELSE ANC -+0R AN ^i_ LAVE
.... FAN _.-.O TP455 'uEAD r"'R WATER -EL SIDEWALK
MINIMUM EMEEDMENT AND EDGE DISTANCE E,' CLUDES ST'JCCG OR OT-+ER WL -L FINIS -!E5
10. 5 DESIGNATES ANC •OR CONDITIONS W'-:IC - _ -E NOT ACC= FTLELE FOR USE
=NC ACING SC- IEDULE
�: INSJ E MOUNT =4NE , TR,_� MOUNT)
0
O
1/4" x 2" THREAD
PENETR. LAG SCREW
Tcap (Ib) = 359.53
Vcap (Ib) = 82.97
39
45
55
65
72
#14 x 1 -1/2" THREAD 39
PENETR. WOOD SCREW 45
55
Tcap (Ib) = 234.00 65
Vcap (Ib) = 96.74 72
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4 -20 SCREW
Tcap (Ib) = 231.50
Vcap (Ib) = 232.50
39
45
* 55
65
72
0.75" EDGE DISTANCE
7.5"
6.5"
5.3"
4.5"
4.1"
6.5"
5.7"
4.6"
3.9"
3.5"
7.7"
6.6"
5.4"
4.6"
4.1"
6.2"
5 4"
4.4"
3.7"
3.3"
13.0"
11.2"
9.2"
7.8"
7.0"
9.2"
8.0"
6.5"
5.5"
5.0"
4.8"
4.1"
3.4" '
4.2"
3.6"
4.9"
4.2"
3.4"
3.0"
3.0"
3.9"
3 4"
8.2"
7.1"
5.8"
5.1'
5.1'
5.8"
5.1"
4.1"
3.7"
3 7"
.h
P.'
Florida 6ii4ieg
_
Miami Dide rrsdr, Co .t!
fi't `biQf! I
FS. =:NK L. 5ENNARDC. E.
°EOO46S4E
uJ
0
6 W
B w
Z z
LIU ZW
wz
_J E-
V
Q z
O
� U
LI B
L
! \/
0
L
0
0.
z_
W
W
z
z
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LL
9
3
3
03
0)
W
LLl Z
Q
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C'V �
(I)
REVISIONS
:ES•RIFTION!
cv*+enre I i,vc3
ECL = NT t •
- 5)N i L : 11 /;b /E2
0510 C2 -865-I1i
4EE :
OF 4
EMAIL: FRANKEDFLE3ENGINEERING.COM
4441 NORT1-1 DIXIE 1-11C11-ILUA-T-
0.75" EDGE DISTANCE
OOOM
1/4" x 2" THREAD
39
16.0"
16.0"
12.4"
16.0"
PENETR. LAG SCREW
45
16.0"
16.0"
8.5"
16.0"
55
16.0"
16.0"
5.6"
16.0"
Tcap (Ib) = 359.53
65
10.6"
16.0"
4.4"
16.0"
Vcap (Ib) = 82.97
72
8.2"
16.0"
4.4"
16.0"
#14 x 1 -1/2" THREAD
39
16.0"
16.0"
8.1"
16.0"
PENETR. WOOD SCREW
45
16.0"
16.0"
5.5"
14.4"
55
11.8"
16.0"
3.6"
11.8"
Tcap (Ib) = 234.00
65
6.9"
15.7"
�"�//' ' "��
e �%
10.4"
Vcap (Ib) = 96.74
72
5.3"
14.2"
°'/O%
10 4"
7/16" x 5/8" EMBED
39
16.0"
16.0"
8.0"
16.0"
BRASS BUSHING &
45
16.0"
16.0"
5.5"
14.2"
1/4 -20 SCREW
i"
55
11.7"
16.0"
3.6"
11.7"
Tcap (Ib) = 231.50
65
6.8"
15.5"
y%� ,,
10.3"
Vcap (Ib) = 232.50
72
5.3"
14.0 "
10.3"
C
4NC;-'C NOTES:
5F.:Ne, LND LOLD5 SuOUJ ■,ERE LRE FOR OE ER N:NG ANCOR 5 =_C NG ONL'" ALLCW.E_E E-
SPA•S FOR SFECIFIC LOADS MUST EE LIMITED TO T;-.1.C.-SE S-O,: IN _L_O.JAELE 5.^.N SCUED' __ (T ELE
2. ENTER LNCU ^R SCHEDULE EASED ON T-E EX1ST!NG STRJCTURE N,_ ERI.:L ANC _OR - `"FE :SELECT DESIGN
LOAD GREATER ' -AN CR EQUAL TO NEGA 'vE DESIGN LCLD ON Si-L: AND SE_EC S =AN GREATER
EOULL TO 5::',TTE _ SPAN
3. SELECT CONNECTION TTFE ASE ON _P°ROFRIA'E MCJN - ! NC,. CC'.DITION (555 "'O,.N N!_ r =TL 5 ON
S- 2 i ; FCR IDENTIFICATION OF CONNECTION 71
4. ANC'OR5 SUALL EE INSTALLED IN ACCORDANCE WIT RECOMMENDATIONS
S. W EXISTING STRJCTURE 15 Iu000 FRAMING EXIST;VG CONDITIONS ".-. v VERIFT --...'
FASTENERS ARE INTO A:'EQJATE WOOD = RA^1ING MEMEERS. NOT F_YWOCD '_S - ENING TO ° _'T - WOOD '5
ACCEFTAEL E ONLY' FOR SIDE CLOSURE FIECES
^.N !G,� -'C!NG S(7- �EDUCE
\SIB` MOUNT . •I.NELS, MOUNT)
C _ C SCREWS = ,5-_ - RR FLOE - - _ -
W R- LA. SC -�1. - N NA"�< W ... � ...^^I
_ _ _ Z .. _,,._ .. ., __ _. 5 JG <' N'- L,, _N =< SSA__ Ec LOO^ - IN
_N _•�
CF NO M NAL X (MIN WOOD ST,.O ('4' EDGE D,S - LNCE 15 ACCEFTLELE FOR 5)000 FRA! 5)000 5TJ_
SHALL EE 'SOOT -ERN PINE G =ESS OR GREATER DENSITY. LAG SCREW 5:-ALL -LVE F■- IILLIPS PAN -EA'C C- 5x
-E L.3
...ESONLTEE REMCv4,ELE LNC'.- CRS -RE RECUIRED FOR DIRECT MOUNT !NS L__LTIONE
5' MLC IINE SCRE�.;S S L - MIN�^';JI'" OF ENGLs' C•F E.-.,5 IN ELSE ANC -+0R AN ^i_ LAVE
.... FAN _.-.O TP455 'uEAD r"'R WATER -EL SIDEWALK
MINIMUM EMEEDMENT AND EDGE DISTANCE E,' CLUDES ST'JCCG OR OT-+ER WL -L FINIS -!E5
10. 5 DESIGNATES ANC •OR CONDITIONS W'-:IC - _ -E NOT ACC= FTLELE FOR USE
=NC ACING SC- IEDULE
�: INSJ E MOUNT =4NE , TR,_� MOUNT)
0
O
1/4" x 2" THREAD
PENETR. LAG SCREW
Tcap (Ib) = 359.53
Vcap (Ib) = 82.97
39
45
55
65
72
#14 x 1 -1/2" THREAD 39
PENETR. WOOD SCREW 45
55
Tcap (Ib) = 234.00 65
Vcap (Ib) = 96.74 72
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4 -20 SCREW
Tcap (Ib) = 231.50
Vcap (Ib) = 232.50
39
45
* 55
65
72
0.75" EDGE DISTANCE
7.5"
6.5"
5.3"
4.5"
4.1"
6.5"
5.7"
4.6"
3.9"
3.5"
7.7"
6.6"
5.4"
4.6"
4.1"
6.2"
5 4"
4.4"
3.7"
3.3"
13.0"
11.2"
9.2"
7.8"
7.0"
9.2"
8.0"
6.5"
5.5"
5.0"
4.8"
4.1"
3.4" '
4.2"
3.6"
4.9"
4.2"
3.4"
3.0"
3.0"
3.9"
3 4"
8.2"
7.1"
5.8"
5.1'
5.1'
5.8"
5.1"
4.1"
3.7"
3 7"
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EMAIL: FRANKEDFLE3ENGINEERING.COM
4441 NORT1-1 DIXIE 1-11C11-ILUA-T-
Miami Shores Village
10050 NE 2nd Avenue
Miami Shores, FL 33138
Inspection Record
Inspection #: INSP2003 -1524
Address: 390 98 ST NE Reference #: BP2003 -17
Applicant: MARCELO BEGUEZ
Directions To Parcel:
Inspection Type: Final Building
Inspector: Curtis Craig
Passed? ❑
Required Steps:
Comments: NEED SHUTTERS AND AS BUILT REVISION
Inspection Checklist:
[Building ❑
❑ Site ❑
❑ Final Survey as Built ❑
❑ Certificate of Occupancy ❑
❑ ❑
❑ ❑
❑ ❑
0
Page: 1
Printed: 2/20/2004
Date : 4 /10/2003
Status: Denied