BP-05-880Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204
Printed: 6/13/2005
Applicant: NIKOLAY HOTZE
Owner: HOTZE NIKOLAY
JOB ADDRESS: 9802 NW 1 AVE
Building Permit
Permit Number: BP2005 -880
Contractor ALL FLORIDA HURRICANE INC Contractor's Address: 14123 SW 139 CT
Local Phone: 305 -546 -3211
Parcel # 1131010240080
Legal Description: BONMAR PK A SUB PB 17 -11 LOT 19 & S18.5FT OF 18
Fees: Description Amount
FEE2005 -8139 Submittal Fee ($50.00)
FEE2005 -8140 Building Fee $230.00
FEE2005 -8141 CCF $1.80
FEE2005 -8142 Training and Education Fee $0.60
FEE2005 -8143 Technology Fee $5.75
FEE2005 -8144 Scanning Fee $6.00
Total Fees: $194.15
Total Fees: $194.15
Total Receipts: $0.00
Permit Status: APPROVED Permit Expiration: 12/10/2005 Construction Value: $2,600.00
Work: INSTALL HURRICANE SHUTTERS
Page 1 of 1
",',1 r , '3
_ �, _ r-Y Y
Signed: (INSPECTOR)
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:
BLK 1 LOT
Date 411105
MIAMI SHORES VILL •'s''
BUILDING DEPARTMEN O
305 - 795 -2204
Building Inspection Request
Type Insp'n
Permit No. 16 ' %b
Name %co\ ', % `
Address " \Ab �W \ A�Q
Company la `mi■ WV iVALS
Phone # �5 Z.34 iStr l)
Inspection Date 173 6
Approved
Correction ❑
Re- Insp'n Fee ❑
gibitzau Ad-cch,ta4,4, 0
BUILDING Permit No. 8P C
PERMIT APPLICATION
J01 , Apo � Mister Permit No.
FBC 2001
Permit Type (circle):
Owner's Name (Fee Simple
Owner's Address 9 g
City M / k M
Tenant/Lessee Name
Building
State
Architect/Engineer's Name (if applicable)
Type of Work: ❑Addition
Describe Work
Total Fee Now Due $
(Continued on opposite side)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Aviive
o[/�Alteration
Electrical Plu'mbrn
o der) KO P((1 Phone # (0
/i,GJ / LZ
Zip 33
Phone #
Mechanical Roofing
75(v— 170?
Job Address (where the work is being done) Siti
City Miami Shores Villape County Miamii-)ade Zip
Is Building Historically Designated YES NO A./
Contractor's Company Name 4i.L i%UbtlDA' `JUN Phone # 30Y ) V — Jr ?y'
Contractor's Address IciA23 5:W > /3 q (i -r r
City M 1 ihK State Zip .33/7
Qualifier � A , evo 1210 O y
State Certificate or Registration No. 9R 65 1 Certificate of Competency No.
N/
$ Value of Work For this Permit g a,< o C
Phone #
Square Footage Of Work:
❑New ❑ Repair/Replace 0 Demolition
c K -14. 4 / "7 ! * *,* * * * ** *** * * **** * **** *** * * *, Fees * . , , , *,� *a�..,�.r�.�.x, *..,�,r.
O Co
Submittal Fee $ .. / c
Permit Fee $
0 '� CCF $ 1 . b C CO /CC -----
Notary $ , — Training/Education Fee $ „ Technology Fee $ C. 75
Scanning $ & . 0 Radon $ Zoning Bond $
Code Enforcement $ Structural Plan Review. $
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 i • ecl I . the able e of such posted notice, the
inspection will not be • . d and a reinspection fee will be charged.
Signature t/ � �7 J Si
Owner or Agent ntractor
The foregoing instrument was acknowledged before me thiQ� T he foregoin ' as acknowledged before me this
day of�20 by , day o FC�v 1.4.4•C �, 20 (J� by
who is personally known to me or who has produced who is personally known to me or who has produced
as identification and who did take an oath.
Chc 05/13/03
As identification and who did take an oath.
DIANE CUUHNOYER
MY COMMISSION # DO 187796
11 40,0,0* EXPIRES: February 24, 2007
My Commission Expires:
1-80113-NOTARY FL Navy Discount Assoc Co.
MY COMMISSI
NOTARY P
Sign:
Print:
My Commission
**** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * ** *************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
APPLICATION APPROVED BY: r Plans Examiner
Engineer
Zoning
,
1 -800- HURRICANE
AMI ERIC N. '.S OLDEST AN•D, • LARGEST sll u E • AN U.FAC "I'UR I;R
MANUFACTURING, INSTALLING AND SERVICING HURRICANE SHUTTERS FOR THE RESIDENTIAL AND COMMERCIAL MARKET WORLDWIDE
Building Official
Dear Sir:
We are the Dade County Notice of Acceptance Holder for the following products:
Hurricane Panels
Dade County Acceptance #:
Accordion Hurricane Shutters
Dade County Acceptance #:
Impact Rolling Shutter
Dade County Acceptance #:
Impact Bahamas Shutters
Dade County Acceptance #:
Impact Colonial Shutters
Dade County Acceptance #:
This letter authorizes (4C® (-t"1,t.m ca e
listed product approvals for the following job:
William J. Meise, e" iffier
450 W. McNab Road • Ft. Lauderdale, FL 33309
0 3-Ia o
fth
Job name
3 14 L3
Address
sr e_
to use the above
fr is rti S 0 (e '3 3/ST)
City, state, zip code
A Division of Southern Metal Products
Phone: 954 - 247 -3362 1-800-878-0750 Fax: 954 - 247 -3490
CGC#046375
www.1800hurricane.com
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MIA M I•DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
All Broward Hurricane Panel
450 West McNab Road
Ft. Lauderdale, Florida 33309
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 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: 0.063" Aluminum Storm Panels Shutter
APPROVAL DOCUMENT: Drawing No. 03 -341, titled " 0.063" Aluminum Storm Panel ", sheets 1 through 6
of 6, prepared by Knezevich & Associates, Inc., dated December 15, 2003 last revision #1 dated January 9, 2004,
signed and sealed by V. J. Knezevich, P.E. bearing the 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 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 revises & renews NOA # 00- 0721.04 & consists of this page 1, evidence submitted page(s) as well as
approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Makar, P.E.
NOA No 03- 1218.01
Expiration Date: 01/08/2009
Approval Date: 02/05/2004
Page 1
GENERAL NOTES:
1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH
THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY
MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING
CODE (FBC), THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2. AN ALLOWABLE STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT, EXCEPT FOR WOOD ANCHOR ANALYSIS, A LOAD DURATION FACTOR
(CD = 1.33) HAS BEEN USED PER THE PROVISIONS OF CHAPTER 16 OF THE FLORIDA
BUILDING CODE (FBC) AND THE NATIONAL DESIGN STANDARD (NDS) FOR WIND
LOADS AND LOAD COMBINATIONS WITH WIND.
3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING
THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING
WIND VELOCITY.
4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION
FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM.
5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA
ADMINISTRATIVE CODE.
6. THESE APPROVAL DOCUMENTS, ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR
PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED
HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES
NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES
DETAILED HEREIN.
7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID
THE APPROVAL DOCUMENTS.
8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE
BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS:
A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND
SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL
AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE
PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL
GRANTING HIS /HER APPROVAL.
B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND
SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION
WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE
ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL.
9. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A
MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED
AS FOLLOWS:
BHPCO
FORT LAUDERDALE, FLORIDA
MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED
10. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A
MINIMUM TENSILE STRENGTH OF 60 KSI.
11. STORM PANELS SHALL BE 5052 -H32 ALUMINUM ALLOY. MINIMUM THICKNESS 0.063"
WITH A MINIMUM Fy = 23 KSI (BEFORE ROLLING).
12. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N
13. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS
DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT
FOR "h" AND "U" HEADER MOUNTING CONDITIONS.
1
1.00"
t
.091"
.054"
2.25"
1.939"
2.40"
"h" HEADER
SCALE : 3" = 1' -0"
11/32 "0
N
O
4
m
10
O
.900
t = MIN. .085"
"KEYHOLE" WASHER
SCALE : 3" = 1' -0"
3003 -H14 ALUMINUM ALLOY
.085"
W
to
.05"
.25"
WINGNUT
PRODUCT MARKING
IDENTIFICATION
SCALE : 3" = 1' -0"
ZAMAC 3 ALLOY
188
.2904 .648"
CO
"F" TRACK
.090"
(TYP.)
SCALE : HALF SIZE
OPTIONAL
MARKING LOCATION -
■
2.00"
13.00"
1x.00"
(FULL PANEL)
.39"
5/8"rt.
.39"
t = 0.063"
TYPICAL
.062"
2.25"
"U" HEADER
X
= w to
E
l7 J
W 0 11
=
u1 L 7
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1 (TYP.)
STORM PANEL
SCALE : 3" = 1' -0"
SCALE : 3" = 1' -0"
SERRATED PANEL
EDGE, OPTIONAL
i I
1
6.50"
(HALF PANEL)
ONE HALF PANEL PER OPENING
MAY BE USED AS REQUIRED TO
COVER OPENING.
WIDTH UNLIMITED
(PERP. TO
PANEL SPAN)
SECTION ►
L
P
TYPICAL ELEVATION
.313"
2.25"
2.00"
.125"
J
L OPTIONAL LEG
"SEA" ANGLE
SCALE : 3" = 1' -0"
TOP MOUNT
FOR ALL INSTALLATIONS SEE TABLE 2,
PAGE 5 OF 6 , FOR REQUIRED SEPARATION
FROM GLASS.
2.00"
BOTTOM MOUNT
0
O
. 21:00"
By
Miami Da
Division
.125" TYP.
1 5.00" MAX.
ANGLE
SCALE : 3" = 1' -0"
PRODUCT REVISED
as complying with the Hoff
Bolding Code 3 21
Acceptance No 0
Expiratio ' Date
rodnct Control
a •
z
z
V J. Knezevich
Professional
FL License N . 10983
mum
010111111
r
[date 12/15/2003
scats
AS NOTED
[design by l
TLF
drawn by
MCP,
[checked by)
vm
drawing no.
03 -341
j sheet 1 of 6
1 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX.
SPACING
EXISTING CONCRETE, HOLLOW
BLOCK OR WOOD FRAMING
(ANGLE TO WALL DETAIL)
EXISTING CONCRETE, HOLLOW
BLOCK OR WOOD FRAMING
w
l7
0
w
w
l7
0
w
EXISTING CONCRETE, HOLLOW
BLOCK OR WOOD FRAMING
5/8"
MAX.
EMBED.
(TYP.)
C2 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX.
1/2" SPACING
SEE MIN.
SEPARATION
FROM GLASS
SCHEDULE
GLASS
OR DOOR
0 CONT.
OPTIONAL
LEG
WALL MOUNT SECTION
SCALE : 3" = 1' -0"
ANGLE BUILD -OUT SECTION
crni F • a = 1 -0
1/4 -20 MACHINE BOLT &
WINGNUT @ 6 -1/2" 0.C.
(PANEL TO ANGLE DETAIL)
CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX.
SPACING
SO CONT.
#14 TEK SCREW OR 1/4 -20
MACHINE SCREW & NUT @ 13" O.C.
1/4 -20 MACHINE
BOLT & WINGNUT
(lD 6 -1/2" 0 C
3/4" '•' #14 TEK SCREW OR
1/4 -20 MACHINE SCREW
& NUT @13 "O.C.
CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX.
SPACING
2 "x2 "x1 /8 " MIN. -
sir 2" x 5" x 1/8" MAX. CONT.
MAX. ALUM. ANGLE (6063 -16)
(SIDE CLOSURE REQUIRED, SEE PLAN VIEWS)
1/4" OR 3/4" MAX.
SEE STORM PANEL
SCHED. BASED ON GAP
AT TOP OF PANEL
C3 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX.
SPACING
SEE MIN.
SEPARATION
FROM GLASS
SCHEDULE
GLASS
OR DOOR
O4 CONT.
1/4" OR 3/4" MAX.
SEE STORM PANEL
SCHED. BASED ON GAP
AT TOP OF PANEL
EMBED. DGE DIST
(TYP.)
CEILING /INSIDE MOUNT SECTION
SCALE : 3" = 1' -0"
1/4 -20 MACHINE
BOLT & WINGNUT
@ 6 -1/2" O.C.
J,EDGE DIST.),
EXISTING CONCRETE, HOLLOW
BLOCK OR WOOD FRAMING
EXISTING CONCRETE, HOLLOW
BLOCK OR WOOD FRAMING
EDGE
DIST.
GLASS OR
DOOR
C4 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX.
SPACING
EXISTING CONCRETE, HOLLOW
BLOCK OR WOOD FRAMING
EXISTING CONCRETE, HOLLOW
BLOCK OR WOOD FRAMING
MAX.
CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX.
SPACING
W
0
W
't--
SEE STORM PANEL
SCHED. BASED ON GAP
AT TOP OF PANEL
w
J
0
w
S
u
to
J
z
GLASS
a OR DOOR
x
CC
0
1--
to
w
w
to
C4 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX.
SPACING
SCALE : 3" = 1' -0"
L
f
SEE MIN.
SEPARATION
FROM GLASS
SCHEDULE
ANGLE BUILD -OUT SECTION
EXISTING CONCRETE, HOLLOW
BLOCK OR WOOD FRAMING
OS CONT.
5/8"
MAX.
EMBED.
(TYP.)
DIRECT MOUNT SECTION
SCALE : 3" = 1' -0"
#14 TEK SCREW OR
1/4 -20 MACHINE SCREW
& NUT @ 13" 0.C.
SEE MIN. SEPARATION
FROM GLASS SCHEDULE
1/4 -20 MACHINE BOLT &
WINGNUT @ 6 -1/2" O.C.
*14 TEK SCREW OR
1/4 -20 MACHINE SCREW
& NUT @ 13 "0.C.
C4 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX.
SPACING
1/4 -20 MACHINE BOLT
& WING NUT @ 6 -1/2" O.C.
FASTENER @ 6 -1/2" O.C. MAX.,
BUT DO NOT EXCEED ANCHOR
SCHED., P6, SPACING. USE
REMOVABLE ANCHORS ONLY.
REFERENCE C1 CONNECTION TYPE
USE 1/4 -20 S.S. TRUSS HEAD
BOLTS W/ KEYHOLE WASHER.
ENGAGE BOLT HEAD IN NARROW
PORTION OF KEYHOLE WASHER
J
t-
z
W
-
J
W
z
4
0.
X
4
E
w
-J
0
w
J
w
z
4
a
cc
0
I-
to
W
w
1/4" OR 3/4" MAX.
SEE STORM PANEL
SCHED. BASED ON GAP
AT TOP OF PANEL
CONT. (SIDE CLOSURE REQUIRED, SEE PLAN VIEWS)
PRODUCT REVISED
as complyingwiitb the Florida
Raiding Code
Acceptance No 05 -121 •
Expiration Date 0
By
Miami Da• et Control
Division
0
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data 12/15/2003
scale
AS NOTED
(design by
l TLP
Idrawn by
MLR,
[Pecked b
vac)
drawing no.
03 -341
( sheet 2 of 6
EXISTING CONCRETE, HOLLOW
BLOCK OR WOOD FRAMING
GLASS OR
DOOR
C4 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX.
SPACING
EXISTING CONCRETE, HOLLOW
BLOCK OR WOOD FRAMING
C4 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX.
PACING
(SIDE CLOSURE REQUIRED, SEE PLAN VIEWS)
ANGLE BUILD -OUT SECTION
SCALE : 3" = 1' -0"
GLASS
OR DOOR --
"SEA"
ANGLE
EMB.
2" x 2' x 1/8" CONT.
ALUM. ANGLE 6063 -T6
SCALE : 3" = 1' -0'•
SEE MIN.
SEPARATION
FROM
GLASS
SCHEDULE
(MAX. DESIGN LOAD -!- 72 PSF)
"PASS THRU" SECTION ( IN CONCRETE )
1114 TEK SCREW OR
1/4 -20 MACHINE SCREW
& NUT @ 13" O.C.
1/4 -20 MACHINE
BOLT & WING NUT
@ 6 -1/2" 0 f
S
1-
l7
z
w
J
-
w
z
Q
0
X
1/4 -20 MACHINE BOLT & F
WINGNUT @ 6 -1/2" 0.C.
(TYP, TOP & BOTTOM)
SEE MIN. SEPARATION
FROM GLASS SCHEDULE
#14 TEK SCREW OR
1/4 -20 MACHINE SCREW
& NUT @13 "0.C.
-J
w
z
Q
X
Q
E
%o
in
J
z
J MAX. 1/8" TILE
r FINISH MATERIAL
1 i
3/4" PLYWOOD
2" x 4" x 1/8" CONT.
ALUM. TUBE (6063 -T6)
1/4"O POWERS CALK -IN p 5" O.C.
WITH 7/8" MIN. EMB. IN CONC. OR
HOLLOW BLOCK OR 1/4 "0 LAG
SCREW @ 10" 0.C. W/ 1 -1/2" MIN.
EMB. IN WOOD. WOOD SHALL BE OF
SPECIFIC GRAVITY G OR 0.55
OR GREATER
1/2 "0 THRU BOLT dal 8" 0.C.
1/4 "0 POWERS CALK -IN (al 5" 0.C.
WITH 7/8" MIN. EMB. IN CONC. OR
HOLLOW BLOCK OR 1/4 "0 LAG SCREW
@ 10" 0.C. W/ 1 -1/2" MIN. EMB. IN WOOD.
WOOD SHALL BE OF SPECIFIC GRAVITY
G OR 0.55 OR GREATER
w
J
D
0
w
V
to
J
w
z
Q
0
0
1--
U)
w
to
THREE 1/6•'0 WOOD LAG
SCREWS W/ 3" MIN.
EMBED. @ 24" 0.C. MAX.
EXISTING
GLASS —
5/8"
MAX.
J /4" MIN
2" MAX.
O
SEE MIN. SEPARATION
FROM GLASS SCHEDULE
SOFFIT CONNECTION SECTION
SCALE : 3" = 1' -0"
SEE MIN.
SEPARATION FROM
GLASS SCHEDULE
1/4 -20 STUD & WINGNUT,
PANEL TO ANGLE CONNECTION
(ol 6 -1/2" 0.C.
2"
(MAX DESIGN LOAD ± 62 PSF)
1 -1/4" MIN
2" MAX.
EXISTING
STRUCTURE
EQ
5 "x1/4" OR TWO 5 "x1/8"
CONT. ALUM. PLATE.
EXTEND PLATE TO NEXT
TRUSS IF HEADER ENDS
MORE THAN 12" BEYOND
LAST TRUSS.
#14 SMS BETWEEN
TRUSSES @ 12" 0.C.
(MAX. DESIGN LOAD ± 72 PSF)
O I FLOOR MOUNT SECTION
SCALE : 3" = 1' -0"
ALUM! ANGLE
WOOD ROOF TRUSS
OR FRAMING MEMBER
SHALL BE PERPENDICULAR
TO PANEL FACE
STUCCO FINISH OR
PLYWOOD SOFFIT
1/4 "0 POWERS CALK -IN
@ 5" 0.C. W/ MIN. 7/8"
EMBEDMENT IN CONCRETE
AND 3" EDGE DISTANCE
1/4" OR 3/4" MAX.
5 ORM N L
SCHED. BASED ON GAP
AT TOP OF PANEL
J �
z n
a-1
X=
• H
F
z
w
J
PRODUCT REVISED
as complying with the Florida
Belding Code
Acceptance No D3 - 2-1 O. 0
Expiration Date o C1
By
Miami Dade Pti duct Control
Division
V.J. Knezevich
Professional Engineer
FL License No.: P 1098
h
TO'
U
0
ikS
Idar• 12/15/2003)
scale
AS NOTED
[design by l
TLP
drawn by
MCR
(checked by)
WK
drawing no.
03 -341
sheet 3 of 6
BEAM SCHEDULE
DESCRIPTION
PANEL
SPAN
BEAM
SPAN
2" x 5"
5' -0"
9' -5"
Tw = .125"
8' -2"
8' -0"
Tf = .125"
2" x 9"
5' -0"
15' -11"
Tw = .072"
Tf = .224"
8' -2"
12' -10"
•
1)
rn
0
5/8"
MAX.
EXISTING C.B.S. ALT. LEG DIRECTION
THREE -1/4"O EE- 1 /4 "o THRU
i �P &TECOA/TOMM ANGLE
0
m
EXISTING C.B.S.
SCALE : 3" = 1' -0"
t Tw
#14 TEK SCREW
@ 13" O.C.
THREE 5/16 "9) CALK -IN ANCHORS
(al 3 -1/8" O.C. W/ 1 MIN. EMBED.
IN CONC. OR HOLLOW BLOCK W/
3 -3/4" MIN. EDGE DIST. USE TWO
ANCHORS FOR 2" x 5" x 1/8" BEAMS
5/8"
MAX.—
SCALE : 3" = 1' -0"
ALUM. BEAM (SEE BEAM
SCHEDULE BELOW FOR
BEAM DESCRIPTION &
MAX. HORIZONTAL SPANS)
—1r—
THREE 5/16 "0 CALK -IN ANCHORS
[01 3 -1/8" O.C. W/ 1 MIN. EMBED.
IN CONC. OR HOLLOW BLOCK W/
3 -3/4" MIN. EDGE DIST. USE TWO
ANCHORS FOR 2" x 5" x 1/8" BEAMS
(SIDE CLOSURE REQUIRED, SEE PLAN VIEWS)
(MAX DESIGN LOAD ± 72 PSF)
TOP BEAM SUPPORT SECTION
NOTE: THIS DETAIL MAY BE USED AT
TOP OR BOTTOM OF PANEL.
(SIDE CLOSURE REQUIRED, SEE PLAN VIEWS)
(MAX DESIGN LOAD ± 72 PSF)
BOTTOM BEAM SUPPORT SECTION
Tf 1/4" OR 3/4" MAX. GAP
SEE STORM PANEL
SCHED. BASED ON GAP
AT TOP OF PANEL.
N
2" x 3" x 1/4" x
A 0' -8"
TOP3 &TB OTLLI.OMM ANGLE.
1/4 -20 MACHINE J
BOLT & WING NUT
@ 6 -1/2" O.C. Q
0.
O X
Q
THREE 1/4 "0 THRU BOLTS
ALT. LEG DIRECTION
EXISTING CONCRETE, HOLLOW
BLOCK OR WOOD FRAMIN
4$14 TEK SCREW
@ 13" O.C.
Tf ALUM. BEAM (SEE BEAM
SCHEDULE BELOW FOR
BEAM DESCRIPTION &
MAX. HORIZONTAL SPANS)
EXISTING
GLASS
EXISTING
GLASS -
1-
N
0
W
1D
O
w
EXISTING CONCRETE, HOLLOW
BLOCK OR WOOD FRAMING
EMBED. . 4" MAX.
SEE MIN.
SEPARATION FROM
GLASS SCHED.
v
O WALL MOUNT SECTION
SCALE : 3" = 1' -0"
SEE MIN.
SEPARATION FROM
GLASS SCHED.
EMBED. O_
1 4" MAX.
NON- STRUCTURAL FINISH
MATERIAL (BRICK OR WOOD
BANDING)
CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX.
SPACING
1/2" — "h" HEADER
1/4" OR 3/4" MAX. GAP
SEE STORM PANEL
SCHED. BASED ON GAP
AT TOP OF PANEL.
J
t-
ID
z
W
J
J
W
z
Q
O .
X
OPTIONAL z
LEG
1 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX.
SPACING
"SEA" ANGLE
NON- STRUCTURAL FINISH
MATERIAL (BRICK OR W000
BANDING)
(ANGLE TO WALL DETAIL)
O WALL MOUNT SECTION
SCALE : 3" = 1' -0"
1/4-20 MACHINE
BOLT 8, WING NUT
_ -�
@ 6 -1/2" O.C.
PRODUCT REVISED
as complying with the Florida
&Hiding Code
"SEA" ANGLE Acceptance No OS - Z) 5 . v
Expiration Date • AM/
By / mar r • LL
t n0,1 .,'"rnohlet c
(PANEL TO ANGLE DETAIL) Min --
C
0
V J. Knezevich
Professional jfacet
FL Ucense N .. pe _ 0010983
2004
6
d
9
a
v
5
1 1
'date 12/15/2003)
scale
AS NOTED
design by
TLS
drawn by
MCR
[checked e yj
v.sc1
drawing no.
03 -341
sheet 4 of 6
TABLE 2
SEPARATION FROM
GLASS SCHEDULE
POSITIVE
DESIGN LOAD
W
(PSF)
ACTUAL
STORM
PANEL
SPAN
(FT. - IN.)
MINIMUM SEPARATION
FOR INSTALLATIONS
LESS THAN 30' ABOVE
GRADE
(INCHES)
MINIMUM SEPARATION
FOR INSTALLATIONS
GREATER THAN 30'
ABOVE GRADE
(INCHES)
35.0
6 - 0
3
1 -1/2
8 -8
2
10 -10
3
40.0
6 - 0
3
1 -1/2
8 - 8
2 -1/8
10 - 5
3
50.0
6 - 0
3
1 -5/8
8 - 8
2 -1/4
9 -11
3
60.0 .
6 - 0
3
1 -5/8
8- 8
2 -1/2
9 -5
3
70.0
6 - 0
3
1 -5/8
8 - 8
2 -3/4
9 -1
3
80.0
6 - 0
3
1 -3/4
8 - 8
2 -7/8
8 -9
3
90.0
6 -0
3
1 -3/4
8 - 0
2 -5/8
100.0
6 - 0
3
1 -3/4
7 - 2
2 -1/4
TABLE 1
STORM PANEL SCHEDULE
DESIGN LOAD
W
(PSF)
ALL MOUNTING
CONDITIONS
(MAX. 1/4" SPACE
BETWEEN PANEL
& HEADER)
ALL MOUNTING
CONDITIONS
(MAX. 3/4" SPACE
BETWEEN PANEL
& HEADER)
O L max.
(FT - IN)
O L max.
(FT - IN)
30.0
10 -10
10 -10
40.0
10 -5
10 -5
45.0
10 -2
10 -2
50.0
9 -11
9 -11
55.0
9 -8
9 -8
60.0
9 -5
9 -5
62.0
9 -4
9 -4
65.0
9 -3
9 -2
70.0
9 -1
8 -6
72.0
9 -0
8 -4
75.0
8 -11
8 -0
80.0
8 -9
7 -6
90.0
8 -0
6 -8
100.0
7 -2
6 -0
110.0
6 - 6
5 - 5
120.0
6 -0
5 -0
130.0
5 -6
4 -7
140.0
5 -1
4 -3
150.0
4 -9
4 -0
160.0
4 -6
3 -9
170.0
4 -2
3 -6
180.0
4 -0
3 -4
190.0
3 -9
3 -1
200.0
3 -7
3 -0
TWO 1/4 -20 BOLTS
& NUTS @ 24" O.C.
2" x 5" x .125" ALUM.
ANGLE CLOSURE PIECE:
FASTENER @ 12" O.C. FOR DESIGN
LOADS @ 6 0 C FOR DESIGN EQUAL TO GREATERF
THAN 110 P.S.F.
EXISTING CONCRETE. HOLLOW BLOCK
OR WOOD FRAMING.
0
MAX. 1/4" GAP
EXISTING CONCRETE. HOLLOW BLOCK
OR WOOD FRAMING
MAX. 1/4" GAP
EXISTING CONCRETE. HOLLOW BLOCK
OR WOOD FRAMING.
ALUM. ANGLE CLOSURE PIECE:
1" x 2" x .125" MIN. TO
2" x 5" x .125" MAX.
NOTES:
FASTENER (al 12" O.C. FOR DESIGN
LOADS LESS THAN OR EQUAL TO 110 P.S.F.
& @ 6" O.C. FOR DESIGN LOADS GREATER
THAN 110 P.S.F.
1. ENTER TABLE 1 WITH THE OPENING'S POSITIVE
AND NEGATIVE DESIGN LOADS TO DETERMINE
MAX. PANEL LENGTH.
2. REFERENCE APPROPRIATE COLUMN IN SPAN TABLE
BASED ON MOUNTING CONDITION IN FIELD.
3. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD
TO DETERMINE MIN. SEPARATION FROM GLASS.
4. FOR DESIGN LOADS BETWEEN TABULATED VALUES,
.USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION
MAY BE USED TO DETERMINE ALLOWABLE SPANS.
1/2" OVERLA
CLOSURE DETAILS (PLAN VIEWS)
SCALE: 1 -1/2" = 1' -0"
EXISTING CONCRETE, HOLLOW BLOCK
OR WOOD FRAMING.
1/4 -20 S.S. BOLT
& BOLT & WINGNUT
@ 24" O.C. (TYP)
20 GAGE STEEL
BENT PLATE
BAY WINDOW
FASTENER (al 12" O.C. FOR DESIGN
LOADS LESS THAN OR EQUAL TO 110 P.S.F.
& @ 6" O.C. FOR DESIGN LOADS GREATER
THAN 110 P.S.F.
0
ALUM. ANGLE CLOSURE PIECE:
1" x 2" x 0.125" MIN. TO
2" x 5" x 0.125" MAX.
EXISTING CONCRETE, HOLLOW BLOCK
OR W000 FRAMING.
1" OVERLAP
10
1/4 -20 S.S. BOLT
& BOLT & WINGNUT
@ 24" O.C. (TYP)
20 GAGE STEEL
BENT PLATE
Division
EXISTING
1" OVERLAP
PRODUCT REVISED
as complying with the Florida
Balding Code _ 2 ! = • O
Acceptance No O
Expiration Date 0
BY
Masi Da redact Contra,
VJ. Knez- 'ch
Prof liner
FL Lken : 0010983
dr awing no.
03 -341
ANCHOR SCHEDULE
FASTENER MAXIMUM SPAC NG (INCITES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS
EXIST. STRUC.
EXIST. STRUC.
ANCHOR TYPE
LOAD
SPANS UP TO
6' -0"
(SEE NOTE 1)
MIN. 2N EDGE DISTANCE
MIN. 3" EDGE DISTANCE
(W)
P.S.F.
MAX.
(SEE
NOTE
1)
SPANS UP TO
6' -0"
(SEE NOTE 1)
SPANS UP TO
8' -8"
(SEE NOTE 1)
SPANS UP TO
10' -10"
(SEE NOTE 1)
SPANS UP TO
6' -0"
(SEE NOTE 1)
SPANS UP TO
8' -8"
(SEE NOTE 1)
SPANS UP TO
10' -10"
(SEE NOTE 1)
CONNECTION
(SEE
C1 C2
NOTE
C3
TYPE
3)
C4
C5
CONNECTION
(SEE
C1
C2
NOTE
C3
TYPE
3)
C4
C5
CONNECTION
(SEE
C1 C2
NOTE
C3
TYPE
3)
C4
CS
CONNECTION
C1
SEE
C2
NOTE
C3
TYPE
3)
C4
C5
CONNECTION
C1
(SEE
C2
NOTE
C3
TYPE
3)
C4
C5
CONNECTION
C1
(SEE
C2
NOTE
C3
TYPE
3)
C4
C5
CONCRETE
5
1/4". ITW TAPCON
W/ 1 - 3/4" MIN. EMBEDMENT
(MIN. 3,1100 PSI CONCRETE)
56.0
13
13
7
13
13
12
5
5
12
12
10
4
10
6
13
13
9
13
13
13
6
6.5
13
13
11
4
5
11
7
62.0
13
13
7
13
13
11
3
4
11
9
9 0
/
3
3
9
8
4
4
13
13
13
10
8
7
13
13
13
13
12
10
4
6
5
12
10
10
6.5
10
9
/
4
4
10
9
5
4
72.0
13
9
6
13
13
9
13
4
9
5
8
105.0
9
4
9
5
8
5
3
8
4
8
3
8
4
10
3
5
10
6
9
0
4
9
4
9
11
4
9
4
200.0
8 /
3
8
4
8 /
6.5
3
8
4
8 0
3
8_
4
9 /
4
9
4
9 /
•
4
9
4
9/
6.5
4
9
4
* I I(�(((�I��) ■�
1/4 "0 POWERS CALK
W/ 7/8" EMBEDMENT
& 1/4 - 20 STAINLESS
STEEL MACHINE SCREW
(MIN. 3,000 PSJ. CONCRETE)
- IN
56.0
13
6.5
7
13
13
13
6.5
4
13
13
12
3
12
8
13
10
11
13
13
13
7
7
13
13
13
5
6
13
10
13
13
9
13
13
13
7
6.5
13
13
13
4
5
13
8
* tl■gl1MI\7MIW
1/4 "0 ELCO MALE/
FEMALE "PANELMATE" W/
1-7/8 & 1/41 20 EMBEDMENT
SCREW WITH NUT, WOOD
SPECIFIC GRAVITY, G20.55
72.0
13
13
8
13
13
13
4
5
13
10
13
3
72.0
13
7
5
13
13
12
13
3
12
7
10 0
3
10
5
13
4
8
13
13
13
3
6
13
9
13
3
5
13
6.5
105.0
12
4
3
12
7
10
3
10
5
10
3
10
5
13
5
13
9
13
5
13
6.5
13
5
13
6.5
200.0
10
3
10
5
10
/
3
10
5
10
3
10
5
13
5
13
6.5
13
5
13
6.5
13
5
13
6.5
* s,
*
56.0
13
13
11
13
13
13
7
13
13
13
4
6
13
10
13
13
13
13
13
9
13
13
13
•
7
13
13
62.0
13
13
10
13
13
13
•
7
13
13
13
3
5
13
8
13
12
13
13
13
8
13
13
13
7
13
10
1/4 "0 ELCO MALE/
FEMALE "PANELMATE" W/
1 -3/4 MIN. EMBEDMENT
& 1/4 - 20 MACHINE
SCREW WITH NUT
(MIN. 3,000 PS.. CONCRETE)
72.0
13
13
8
13
13
13
6
13
10
13
3
5
13
7
13
10
13
13
13
7
13
12
13
6.5
13
9
105.0
13
4
6
13
9
13
5
13
7
13
3
5
13
7
13
7
13
12
13
6.5
13
9
13
6.5
13
9
200.0
13
3
5
13
7
13
5
13
7
13
3
5
13
7
13
6.5
13
9
13
6.5
13
9
13
6.5
13
. 9
HOLLOW CONCRETE BLOCK
5 ��iriAU11w.M*1iti *1:--
1/4 "0 ITW TAPCON
W/ 1 -1/4" MIN. EMBEDMENT
56.0
9
9
4
9
9
6.5
3
6.5
6.5
5
5
3
10
r
5
10
10
7
3
7
7
6
3
6
3
62.0
8
8
4
8
8
6
•
6
4
4/
4
V
9
5
9
9
6.5
A
3
6.5
5
S
72.0
7
4
3
7
7
5
%
ii
5
4
8
8
5
rims=
%r
5
105.0
5
"ArAr
AWAY
'
,�'�
200.0
4
%���//iiri���I
/Ir
� %�
'
/
Air
reiE
*
1/4 "0
W/ 7/8"
& 1/4
ST EEL
����()��)�
POWERS
EMBEDMENT
-20 STAINLESS
MACHINE
CALK
SCREW
- IN
56.0
12
12
4
12
12
8
3
8
8
6.5p,
6 .5
4
13
13
7
13
13
10
4
5
10
10
8
%
4
8
5
62.0
11
11
4
11
11
7
3
7
6
6 /
6
3
13
13
6.5
13
13
9
3
4
9
8
7 /
3
7
4
72.0
9
3
9
9
6.5
� /
6.5
4
5
� /
5
12
12
8 %
4
8
5
7
3
7
3
105.0
6.5 A
6.5
4
5/
5
5
A
3
8
5
7
3
7
3
7/
3
7
3
200.0
5
r��a
7
/�
i�'
VA
3
7
3
7
1
3
7
3
* ff r a z u
56.0
13
136.513
13
12
5
4
12
12
10
r
3
10
6.5
13
13
7
13
13
13
5
13
13
10
4
106.5
62.0
13
13
6
13
13
11
4
4
11
9
9
�
3
9
5
13
13
7
13
13
12
4
12
9
9
3
9
5
* a lauU11I11IIIt
1/4
FEMALE
1
& 1
&
SCRREW
"0 ELCO MALE/
"PANELMATE" w/
MIN. EMBEDMENT
EW MACHINE WITH NUT
72.0
13
9
5
13
13
10
3
10
6
8
3
8
4
13
9
6
13
13
10
4
10
6
9
3
9
4
105.0
10
A
3
10
5
8
3
8
4
8
A
3
8
4
10
4
4
10
6
9/
3
9
4
9/
3
9
4
200.0
8
i
=%
i
3
9
4
9
3
9
4
ANCHOR SCHEDULE
FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS
EXIST. STRUC.
ANCHOR TYPE
LOAD
(W)
P.S.F.
MAX.
(SEE
NOTE
1)
MIN. 3/4" EDGE DISTANCE
SPANS UP TO
6' -0"
(SEE NOTE 1)
SPANS UP TO
8' -8"
(SEE NOTE 1)
SPANS UP TO
10' -10"
(SEE NOTE 1)
CONNECTION
C1
(SEE
C2
NOTE
C3
TYPE
3)
C4
CS
CONNECTION
C1
SEE
C2
NOTE
C3
TYPE
3)
C4
C5
CONNECTION
C1
(SEE
C2
NOTE
C3
TYPE
3)
C4
C5
UUOM
56.0
13
13
9
13
13
13
13
6.5
13
13
13
7
5
13
13
62.0
13
13
8
13
13
13
9
6
13
13
13
5
4
13
12
1/4 "0 x MIN. 3"
LONG LAG SCREW
W/ MIN. 2" EMBEDMENT
SHEAR PARALLEL OR
PERPENDICULAR TO
WOOD GRAIN WOOD
SPECIFIC GRAVITY, 620.55
72.0
13
13
7
13
13
13
6.5
5
13
13
13
4
4
13
10
105.0
13
6
5
13
13
13
4
4
13
10
13
4
4
13
10
200.0
13
4
4
13
10
13
4
4
13
10
13
4
4
13
10
56.0
13
13
13
13
10
4
10
10
8
8
5
*11111111111M
7/16 "0 WOOD BUSHING W/
7 MIN. 20 STAINLESS LESS
1/ STEEL
1/4 STE
MACHINE SCREW
62.0
13
13
/
13
13
9
3
/
9
7
7
/
7
3
72.0
11
7
7
11
11
7
7 '
4
6.5
6.5
3
105.0
7
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6.5
3
200.0
6.5
/,6.5
3
6.5
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3
6.5
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3
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56.0
13
13
10
13
13
13
9
7
13
13
13
5
5
13
11
62.0
13
13
9
13
13
13
7
6.5
13
13
13
4
5
13
8
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1/4 "0 ELCO MALE/
FEMALE "PANELMATE" W/
1-7/8 & 1/41 20 EMBEDMENT
SCREW WITH NUT, WOOD
SPECIFIC GRAVITY, G20.55
72.0
13
13
8
13
13
13
4
5
13
10
13
3
4
13
7
105.0
13
4
5
13
10
13
3
4
13
7
13
3
4
13
7
200.0
13
3
4
13
7
13
3
4
13
7
13
3
4
13
7
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ANCHOR NOTES:
1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY.
ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE
SHOWN IN TABLE 1.
2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL,
ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR
EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER
THAN OR EQUAL TO SHUTTER SPAN.
3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE.
4. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING.
REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF
EXISTING STRUCTURE.
5. SEE THE APPROPRIATE SBCCI PST & EST OR NES EVALUATION REPORT ON
THE SPECIFIC FASTENER FOR SPECIAL INSPECTION REQUIREMENTS WHEN
REQUIRED AS WELL AS FOR INSTALLATION, LIMITATIONS & IDENTIFICATION
PURPOSES.
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO.
EMBEDMENT OF LAG SCREW SHALL ONLY INCLUDE THE THREADED PORTION
AS DESIGNATED IN THE ANCHOR SCHEDULE.
7. WHERE EXISTING STRUCTURE I5 WOOD FRAMING, W000 FRAMING CONDITIONS
VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING
MEMBERS, NOT PLYWOOD.
8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER
SHALL BE LOCATED N CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4"
EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE
"SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE
PHILLIPS PAN HEAD OR HEX HEAD.
9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN
BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER
HEAD (SIDEWALK BOLT) AND WITH WASHER FOR DIRECT MOUNT CONDITIONS,
U.O.N.
10.
DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
11. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE
SCREW, NUT OR WASHERED WINGNUT.
PRODUCT REVISED
as complying with the Florida
guiding Code
Acceptance No 03
Expiration Date
1218.01
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V.J. Knezevich
Professional gineer
FL License E 0010983
mom
NMI
MINIM
scale
AS NOTCO
design by
Tu'
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5-
II
12/15/2003
drawn by j
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checked byl
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drawing no
03 -341
sheet 6 of 5
0.063" ALUMINUM STORM PANEL
Print Information:
WORK MUST BE COMPLETED PRIOR TO REQUESTING INSPECTIONS
24 HOUR NOTICE FOR ALL INSPECTIONS
STRUCTURAL
Tie Beam
2nd ;F
r Columns,
heating
� eathing
Trus; lloof
B
or
e in Progn
Sl
r�ray Form 1
utter
Window Installatii
dilation`
to in Progres
NO INSPECTION WILL BE MADE UNLESS PERMIT CARD IS DISPLAYED
AND APPROVED PLANS ARE READILY AVAILABLE
tlo De
INSPECTION RECORD
Work is allowed
Monday through Saturday
7:30 A.M. to 6:00 P.M.
No work is allowed on
Sundays or Holidays
INSPEC ON TYPE
Suppression Test
Septic
Undgr A/C`ipe
Slab condensate
Pool Heat Pump
Fire Dam
Vacuum Pipe Rough
Vacuum Pik Final
Suppr
Tuct Detector
Ventila
Pressure
B. Alarm i
T.V. Fina
Service:
Rough
Alarn
T.V. Pr
Intercom P+ire
Interco
Phone
_.mow
30 Day Temp Power
Pool Oro r ing
Temporary tole
Footer G riding
FOR INSPECTIONS CALL 305 - 795 -2204
INSPECTION REQUESTS ARE ACCEPTED DURING THE
HOURS OF 8:30 AM TO 3:30 PM FOR INSPECTIONS
THE FOLLOWING BUSINESS DAY.
CERTIFICATE OF OCCUPANCY MUST BE SECURED BEFORE THIS
BUILDING CAN BE USED FOR ANY PURPOSE
DO NOT REMOVE THIS CARD BEFORE COMPLETION
OFFICE PHONE NUMBER: 305 - 795 -2204
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'08 ONDIOV8
.21. X ..LL 'NUN
DISPLAY THIS CARD ON FRONT OF JOB
MIAMI SHORES VILLAGE
BUILDING PERMIT
PERMIT # �P 05 8FO
OWNER
140T2E.
ADDRESS jij N I i
CONTRACTOR' FIoRIPA
PERMIT TYPE S H
DATE
"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 ATTORNEY
BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT."