BP-05-0556Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 208188 Permit Number: BP2005Z56
Scheduled Inspection Date: March 04, 2014 Permit Type: Imported Permit
Inspector: Rodriguez, Jorge Inspection Type: Shutter Final
Owner: OWNER, Owner Work Classification: <NONE>
Job Address: 74 NE 110 Street
Miami Shores, FL
Project <NONE>
Contractor: THE HOME DEPOT
suiming Department comments
INSTALL HURRICANE SHUTTERS
Phone Number
Parcel Number
INSPECTOR COMMENTS False
1121360040380
Phone: 7701433 -8211
March 03, 2014 For Inspections please call: (305)762 -4949 Page 34 of 34
Inspector Comments
Passed
Failed
Correction
Needed ❑
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
March 03, 2014 For Inspections please call: (305)762 -4949 Page 34 of 34
It
E
Miami Shores Village ---
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ion
Tel: (305) 795.2204 Fag: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type. BUILDING
JOB ADDRESS:
City:
Foho/Parcel #:
Is the Building
e) �7.
es County:
Designated: Yes
OWNER: Name (Fee Simple Titleholder)
AAA—..- ,74/ Al;-"- `1A`r17
20
Permit No.
Master Permit No. F2
ROOFING
NO Flood Zone:
>5 33.z -2 m /
City: ZZYW4 State: t� zip 3.3/4 /
Tenant/Lessee Name: Phone #:
Email:
Company
-
Address: d J ' ° _ rc /Z �4 A: � a V
City - State: '� GI
Qualifier Name: O.C,% G %Z' Phone #:
State Certification or Registration #: '6d
OJ �i Certificate of Competency #: _
Contact Phone #: Email Address:®
DESIGNER: Architect /Engineer. Phone #:
Value of Work for this Permit: $ Square/Linear Footage of Work:
Type of Work: ❑Addition UAlteration ONew ttORepair/Replace p.emolitio�..,
Description of Work:. _2,O �l Vii- �e°�tl. a. En ;� S7) r e cal
a
Colo' thru dle:
Submittal Fee $ Permit Fee $ CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
&d%,7i
Bonding Company's Name (if applicable) _
$onding,Company's Address
City State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
zip
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 o ch posted notice, the
inspection will a approved a reinspection fee will be charged.
� f
i
Signature Sigma
Owner or Agent ��4 f - oa tractor
The foregoing instrument was acknowledged before me this
day of , 20 _, by
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
My
APPROVED BY
—ry Kwtc Ststs Of Florida
ISM Feliciano
My Commission FF 082753
Ems 01!1212018
The foregoing instrument was acknowledged before me thig29/
day of 20jq. by GlG �C�1Il�ylf� l
who is personally known to me or who has produced dd
79 % R9 8!Cghdentification and who did take an oath.
Plans Examiner
Structural Review
NOTARY PUBLIC:
Sign:
(Revised 5/2/2012)(Revised 3/12/2012) XRevised 06 /10 /2009)(Revised 3 /15 /09)(Revised 7/10/2007)
mate of Florida
Joanna M Feliciano
My Commission FF 082753
Ex0ft 01112r1018
zoning
Clerk
op.,.f." de
¢off tO MY soW�UY m, paw.
Miami Shores Village Building Department
Owner's Name (Fee Simple Titleholder) C1
Owner's Address
TH
Change
a „ WA
No. OP -2006 — 567(A
t3 -33 -c;210/
City - /t// r ,^A t 514o as State a Oe7V R Zip
Tenant/Lessee Name CeAl c, - 40—M qg t5-r FL Phone # 305 3.
Job Address (of where the work is being done) -/,q A(E %f ®7w s7-PE E`er
a -
city MGM. / S 1OeE5 County MtPM 0d0_ zip 331(a f \
Legal Description i' 0 L1- C & L ` I &d f S A6 4s2_4?/,L07-
s2 ' 4?/ ,LOT 7
Contractor's Company Name _D �,' Q vh L 1J te O Phone # �� % /� 1s
Contractor's Address—S911 NO Y9_1ff a��'/1✓�
City_ZZy (� n/ ct A (LF F f4 State f--.Z- Zip 3 30 7-3
Qualifier ®/�/I
Describe Work: :L.4/,51,W Z l�'U%`% IPS
I hereby certify that the work has been abandoned and /or the contractor is unable or
unwilling to complete the contract. I hold the Building Official and the Village of Miami
Shores harmless from all legal involvement.._
Signature Aa4 Signature A
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this �O The foregoing instrument was acknowledged before me 1/
this
day o /�- ' 20Ct; b �S,��,..�.�� 'c�„ ..�, ;., day of 20 Q), by 1-O B AZ AW4
who is personally known to me or who has produced 1--A who is personally known to me or who has produced.
Q '►
k-A-Gt-a_tr OAs identification and who did take an oath. as identification and who did take an oath.
NOT
Sign:
• - ` "' "'""A Nka22.2ODi
My Commission e . P:
",fFOF��� °, C" nISSIOn # DD185263
gft"'O 8YNatl MINotorYAssn.
Rev. 09/19/03)
NOTAVT L
Sign:
Print: '
My Commission a ices:
BUILDING
Miami Shores Village
Building Department
(0050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: ,(305) 795.2204 Fax: (305) 756.8972
.r
PERMIT APPLICATI NAPP, 19 .92 "5
FBC 2001
Permit No.
Master Permit No.
uildin
Permit Type (circle): Electrical------
lectrical -- Plumbing Mechanical Roofing
Owner's Name (Fee Simple Titleholder) (Ncan A Y h'1 by i stc-e Y Phone # _1k:>5 33,2 - -2)01
Owner's Address 74- N C 41 0st .
City hi,:AYY11, 'Sr -nes —state TL.. Zip X161
Tenant/Lessee Name Phone #
Job Address (where the work is being done) 74- ► i5 i I O srt
City Miami Shores Villate County Miami -Dade Zip
h Building Historically Designated YES NO X_
In
Contractor's Company Name 4i 16-- r � -T�`YT es /5 icy nC_� on # "79� - �D 2 - 5 0-a
Contractor's Address 8 *Z04 N W Sri -, ---r R- -
City .. H tqm; State L Zip 3 12 2
Qualifier e=11�cri�
Architect/Engineer's Name (if applicable) Phone #
$ Value of Work For this Permit 4 154 Square Footage Of Work:
28.3. :GC.
Type of Work: ❑Addition Alteration ❑New El Repair/Replace
- ❑Demolition
Describe Work: ho -Tr Icc4r,�,-_
°��,t * *,tF� * * * *,r *fir * *�i�e *,t *ilea *,r�r* *fir * * ** *fir*
Submittal Fee $ Permit Fee $ do � CCF $ YZ
Notary $ Training/Education Fee $ I/ i Technology Fee $ i S29
Scanning $ ®' Radon $ — Bond $ --�
Code Enforcement $ Structural Plan Review. $
Total Fee Now Due $ C&,-5_,
(Continued on opposite side)
r
' Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
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 ocaws seven (7) days after the building permit is issued In the absence of such posted notice, the
inspection will not be approved a reinspection fee will be charged
Signature Signature Aj:: (91"
A—=r Agent Contractor
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of b "1 2U�! ,by �l �li_ `� �°6��_ed' day of � 0/ 20 by 1r��6'In 7 oT,
who is person ally 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. as identificati whho did take an oath.
NOTARY FbBLIC: ` i P n . NOTARY PUBLIC: % I'll ,% — �, //
Sign: Sign:
Pri Print: as —
MyY Pin 19 > 03 :� = a —
I� y�" , D[ c
XPI �S: Qctober 29, 2005 M C - icCT er29, 2 05 .
a1k* it ,t* qtr**, t *,tir,t,t *,ta *+i * *r�r�rir+r *,t *iris r °� it�lrsi * *iineBrNi�Shh#�k4taYd9Pfi Q
To FFb °ono'��!d�9tYsh�dA^lE�k6r�C9� dci`RSd�}1`
__-- --
(Certificate of Competency Hol er
State Certificate or Registration No. C4C 0 5°� �° Certificate of Competency No.
APPLICATION APPROVED BY:
Chc 10/14/03
.t
a
Plans Examiner
Engineer
Zoning
14 MF- N '�t
( 11"',
Ir
w� �n
17-.,:; o /// BUILDING DEPARTMENT
1oo5o N.E. SECOND AVENUE
MIAMI SHORES, FLORIDA 33138 -2382
TELEPHONE: (305) 795 -2204
FAX: (305) 756 -8972
FAX TRANSMITTAL BLDG DEPT
DATE: 5'f3ilo5
TO: mffL Fax:
FROM: ILV %,'rrf 442J FAX: (305)756 -8972
NUMBER OF PAGES INCLUDING COVER 3
THANK YOU
1�
Miami Snores Village mall
U31
MIAMI SHORES VILL
BUILDING DEPARTMEN
305- 795 -2204 �0��
Building Inspection Request
Date -KIL5105
Type Insp'n I'1yb-k
Permit No.
Name AAb %i 5Te, %
Address 14- NE P
Company StAKoL CYK,%y177 %
Phone #
Inspection Date A 1 5
Approved ❑
Correction
Re- Insp'n Fee ❑
i
4fMIAMI JOS VILLAGE
BUILDING DEPARTMENT
305- 795 -2204 SEP 3 0 2005
Building Inspection Request
Date Z-7 0J
Type Insp'n-7; 1*- c V S
Permit No. /Z1=0TJ — ,=556
Name (f ,AZ64 Q!IF
Address -7 4 4�
Company L�Icm I &4/Iq
Phone # l 2 21 CN
Inspection Date It=5
Approved ❑
Correction ❑
Re- Insp'n Fee v
1
J
MIAMI SHORES VILL
BUILDING DEPARTME 0 4?*
305- 795 -2204
Building Inspection Request
Date L d5
Type Insp'n 61kkk 3 4V IRKS
Permit No. ! —666
Name AAbri 5 tez-
Address 144 NE 110 ST
Company Sip" eoxV � I'–y�
Phone #
Inspection Date 31zq 105
Approved ❑
Correction b
Re -Insp' n Fee ❑
Miami Shores Village Building Department
Change of Contractor
Permit No.
Owner's Name (Fee Simple Titleholder) Phone #
Owner's Address
City State Zip
Tenant/Lessee Name Phone # _
Job Address (of where the work is being done)
City
Legal Description
Contractor's Company Name
Contractor's Address
Citv
Qualifier
Describe
County
Zip
Phone #
State Zip
I hereby certify that the work has been abandoned and /or the contractor is unable or
unwilling to complete the contract. I hold the Building Official and the Village of Miami
Shores harmless from all legal involvement.
Signature
Owner or Agent
The foregoing instrument was acknowledged before me this
this
day of 20 _,by >
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print-
My Commission Expires:
Signature
Contractor
The foregoing instrument was acknowledged before me
day of .20 _, by
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission expires:
Rev. 09/19/03)
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204
Printed: 5/10/2005
Applicant: EDGAR
Owner: OTTO
JOB ADDRESS: 74 NE 110
Contractor SIGNA CONSULTING, INC.
Local Phone: 786/402 -5239
Parcel# 1121360040380
Building Permit
Permit Number: BP2005 -556
Page 1 of 1
OTTO
EDGAR
ST
Contractor's Address: 8304 NW 30 TERRACE
Legal Description: COLLEGE HEIGHTS PB 42 -8 LOT 7 BLK 2 LOT SIZE 75.000 X 124
Fees:
Description
Amount
FEE2005 -5744
Building Fee
$220.00
FEE2005 -5746
CCF
$3.00
FEE2005 -5747
Training and Education Fee
$1.00
FEE2005 -5753
Technology Fee
$5.50
FEE2005 -5756
Scanning Fee
$6.00
Total Fees:
$235.50
Permit Status: APPROVED Permit Expiration: 10/16/2005 Construction Value: $4,154.00
Work: INSTALL HURRICANE SHUTTERS
Total Fees: $235.50
Total Receipts: $0.00
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:
NOTICE OF COMMENCEMENT Ill 111111! llllllilllllllllllillllllilllfllfll
e
.RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF INS PECTIO NO B+! 20RO-_ 84314
OR 8k 23449 fig 4868; (1P9)
RECORDED 06/07/2005 14:19:36
__...r NO. ice' S X514 TAX FOLIO NO. (l� Zip " o� ~D3�Q HARVEY RUVINY CLERK OF COURT
MIAMI-DADE COUNTYP FLORIDA
STATE OF FLORIDA: LAST PAGE
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
1. Legal description of property and street / address:
ti #'vrni Fro 1- s - 331 C'--' 1
2. Description of improvement:
Irs� (la -hbv, o h�vr,'c�a�� slu rs
3. Owner(s) name and address:
G %'Q AY m b-iri sty — 74- N G
11`i r'g Mi Is h res _C, 53) 46 1
Interest in property:
Name and address of fee simple titleholder.
4. Contractor's name and address: ' O j.; g,nr►t � �'C.. 3312 2
5. Surety: (Payment bond required by owner from contractor, if any)
Name and Address:
Amount of bond $
6. Lender's name and address:
7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes.
Name and Address: 4
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and Address:
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
Print Owner's Name C.vc6!2 GYrr�(o•r �=tzr Prepared by tM
Swom to and subsc 'bed before me this /b day of r ` , 20 .
Address: 03'0 4- 14W 20 T -wa�-
Notary Public:
Print Notary's Name: ►' %�
My commission expires:
11315 MRfiTINEZ COUNTY OF DADE
MY COMMISSION DD 061993
FLORIDA,
R EXPIRES: SIGN Octobe r 29, 2005 SHEREBYY CERTIFY that this ' atdo
,1.,t r m� Pl-h -,d assurance k'. -racy original ed in this office vas 20
AL_
TNESSPly hand and !-5, :;pai and CauntY CauIis
HARVEY I iitiJ #id '��/ 1F-• —D.0
0
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204
Printed: 9/21/2005
Applicant: CRAIG
Owner: ARMBRISTER
JOB ADDRESS: 74 NE 110
Building Permit
Permit Number: BP2005 -556
ARMBRISTER
CRAIG
ST
Page 1 of 1
Contractor THE HOME DEPOT DOMINICK MONTALBANOontractoes Address: 5917 NW 49TH LANE
Local Phone: 770/433 -8211
Parcel # 1121360040380 Legal Description: COLLEGE HEIGHTS PB 42-8 LOT 7 BLK 2 LOT SIZE 75.000 X 124
Fees:
Description
Amount
FEE2005 -5744
Building Fee
$220.00
FEE2005 -5746
CCF
$3.00
FEE2005 -5747
Training and Education Fee
$1.00
FEE2005 -5753
Technology Fee
$5.50
FEE2005 -5756
Scanning Fee
$6.00
FEE2005 -12627
Change of Contractor
$75.00
Total Fees:
$310.50
Permit Status: APPROVED Permit Expiration: 2/25 /2006 Construction Value: $4,154.00
Work: INSTALL HURRICANE SHUTTERS
Signed:
(INSPECTOR)
Total Fees: $310.50
Total Receipts: $235.50
SEP 2 1 PAID
In consideration of the issuance to me of this permit, l 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:
Shutter Product Key:
A. bultdog Accordion D. 50 MM Roll -Up G..050 Aluminum Storm Panel
B. High Rise Accordion E. Bahama H. Storm Catcher
C. Super 60 Roll Shutter F. Colonial L. Lexan Storm Panels
S. Defender 100 Accordion
Opening #
Product Code
Opening Size
Width Height
Square
Footage
1
GT
76
52
27.44
2
GT
112
64
49.78
3
GT
76
52
27.44
4
GT
38
51
13.46
5
GT
38
27
7.13
6
GT
38
40
10.56
7
GT
112
64
49.78
8
GT
112
64
49.78
9
GT
38
52
13.72
10
GT
38
52
13.72
11
GT
38
27
7.13
12
GT
38
52
13.72
13
#VALUE!
14
0
0
0
0.00
15
0
0
0
0.00
16
0
0
0
0.00
17
0
0
0
0.00
18
0
0
0
0.00
19
0
0
I
0.00
20
EO
0 1
0
0.00
Customer CRAIG ARMBRISTER
Address 74 NE 110 ST
Folio #
Date 2/4/2005 Drawn By JOSE TRUJILLO
Color WHITE TRACKS
Sheet # 1 of 1
DATE: 2/4/2005
DEALER: BULLDOG
CONTACT: LEN OLSON
PH# FAX#
STORM PANELS
HURST AWNING COMPANY INC.
6865 NW 36TH AVE MIAMI, FLORIDA 33147
Ph(305) 693 - 0600- FAX(305) 634 - 9078- FAX(305)693 -0699
JOB NAME OR # ARMBRISTER
SHIP TO:
ORDER ( ) QUOTE ( )
ORDER #
ORDER BY:
SIGNATURE:
liR7=1
e
PANEL
�WIDTH
OPENING
PANEL
�HEIGHT
FINISHED
�LENGTH
MID -SPAN BOLT W/WING NUTS
26
WW CL2/FT
1/4 -20 TAMPINS
27
WW SA/SA
1" SIDEWALK BOLT SS
28
•.
2" SIDEWALK BOLT SS
29
CF CL1 /SA
1/4 X 1 -3/4" TAPCONS
30
CW CL1/FT
1/4 X 2.25" TAPCONS
31
IiL
RE
pm
ITEM
QTY
FASTENERS & MISCELLANEOUS
25
WW DM
MID -SPAN BOLT W/WING NUTS
26
WW CL2/FT
1/4 -20 TAMPINS
27
WW SA/SA
1" SIDEWALK BOLT SS
28
WF CL2/SA
2" SIDEWALK BOLT SS
29
CF CL1 /SA
1/4 X 1 -3/4" TAPCONS
30
CW CL1/FT
1/4 X 2.25" TAPCONS
31
MANUFACTURE RECOMMENDED
3- EDGE DISTANCE (ADD PER CONFIGURATION
CONFIGURATION
CONCRET/H.BLK
WOOD
WW DM
8.00"
4.50"
WW CL2/FT
7.00"
N/A
WW SA/SA
7.00"
4.50"
WF CL2/SA
3.00"
N/A
CF CL1 /SA
.050"
WA
CW CL1/FT
4.00"
N/A
�- r�• �, � aka
MIAMID
NifAM.- D ADECOUN'ty
• 1r ..- . tARIDq,�3 r rr
BtlIt.p1tYC CODE COMPLIANCE
P O FFICE (IICCO) METRO -DAD : F, 4APRODUCT CONTROL DIVISION tae WEST F[aG„ .
14ERSTR Q E LT O RS 1 3ln` . [.' D`I ll: b
6
MIAMI, Fl.ORIDA'3156 t NiK
NOTICE OF ACCEPTANCE (NOA)
(305)375.2901:' FAx (aos) 375 2
Hurst Awning Inc.
g Co.,
6865 NW 361 Avenue
Miami, FL 33147 x
SCOPE: f kti a 1
This NOA is being issued uRdcr the app
hcable rules and regulations governing the use {
The documentation submitted has been reviewed by Miami= Dadc,Coitn Produc
g of construction matte
by the Board of Rules and Appeals (BORAX to be used in Miami Dade County and other Whn and AMC' Icd`
the Authority Having Jurisdiction (AHJ), ere allows b £ ti'
' �r >
This NOA shall not be valid after the expiration date stated below.
,1
The Mia
Division (In Miami Dade County) Coun
tY) and/or the AHJ (in areas ot* than Miami bade Count Product
have this pr6d4ct or mate 'a
r! l tested for quality assurance purposes, If this product or material, is
the accepted rrEapner, the manufacturer wild "incur the expense of such testins and the AHJ ma ;imrn
revotce, modif or sus d loom in"
Y• suspend the use of such prc►duct or material within their jurisdiction. BORA e y cdtately
to revoke this acceptance, if it is determined by Miami -Dade Coup' Product Control Division that this ><< If 5
r serves the Fight
material fails to meet the requirements of the applicable building code. Product err,
This product is approved as described herein, and has been designed to comply with t ' • f
Zone of the Florida Buildanig Code. }{ �
A Y he EGbh Velocity . 1=1gin �
DESCRIPTION: 010S Al
aininum Storm Panels Shutter s F"
APPROVAL DOCUMENT; Pawing No 02 -373, titled " 0.050" Alumiiium Storm Pa
of 5, pre
pare b Panel" sheets l thmu r `r'
P Y Knczevich & Associates I e, si gh;,$
last revision #1 dated August 26, Z002,.bcarns�the Miarrtt DstdeeCau ty Product Revision s1y 19`2002,
Notice of Acceptance number and expiration date by.the Miami pade County product Control D�vstto � CF
MISSILE IMPACT RAT G: h
I Large and Small Missile m,p
LARELI I. act
Ciz Each panel shall bear a rmancnt label with the. mapufacturer's name or logo. c.iY� =ys
Pe,
I'ohowing statement: "Miami Dade County Product Control A wcdp unless otherwise g .h!' state and thee._ Y
RENEWAL of this NOA shall be considered after a renewal prlicution has ecn f noted herein. r s
change in jhe applicable building code gegativbly affeetin the eQrfo b filed and there has been no s
?'ERMINA'i�IOIY of this NOA wiil occur after the ex t' bolt ,dat . oc f ere hasibecroduct.
_ s �J4 tib iri a�
Materials, use, and /or nianui'acture of the product or p oress Misuse of this NOA as an endorsement oany
e to the }'r
product, for sales, advertising or any other purposes shall automatiGally terminate this NOA. F rr k
With any,. section of this NOA shall be cause for termination end rt:moval of NOA. allure to. comply
ADVIJItTISEMENT: The NOA
number p receded by the words Mia Dade Y �f
the cxpiriipan date any be displayed in advertising literature, If a!ny portion of the NOA Florida d s and f tlie�vcd b
be dope in its entirety;
p. Y n tt shall
INSPECTION; A copy of this entire NQA shall be provided to the user by the
and shall be available for inspection at the job sits at the request of the Building Official facer or its distributors {
g �.
This NOA revises NOA 0 02- 0624,O5 and, consists of this page_ I as Well as approval document
The submitted documentation was Kvicwed by If Imy A. Maker, h:E, t mc:ntioncd above„
° `• NOA No 02- 0731.15 k
Expiration Date; 08/1912007_
Approval Date: 09/2612002
Page 1
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DSTORM PANEL
SCALE : 3" as 1' -0-
R
PRODUCT MARKING
LOCATION
i
I I I =
i 20 kovir" SYM •090" TYP. .740 .120" °,
DECORATIVE VAMAC 3 ALLOY)
�1 C -TRACK , 6a C / SLIDE TRACK O WING NUT
SCALE : HALF SIZE. SCALE : HALF SIZE SCALE : HALF SIZE
GENERAL NOTES:
ONE HALF PANEL PER OPENING
MAY BE USED AS REQUIREO TO
COVER OPENING.
1 a STORM PANEL
SCALE: 3" = 1' -0"
1 I
KIND
0
s
In
.062
1/4 -20 MACHINE•
SCREWjb .5" O.C.
(STUD E REVESED ) .
1
5
0
p _
12 "TYP. N
N 2.00" 1.00" MIN.
5. 10" MAX. -`
@oh"HEADER Q) "U" HEADER O STUD ANGLE O ANGLE
SCALE :.3" - V -0" SCALE : 3" a 1 - -0" SCALE : 3" a 1' -0" SCALE : 3" = 1' -0"
1/4 -20 STUD .100-t--t-376-
1/4 -20 STUD •625" �x 3/4" LONG
.375" �x 3/4" LONG @ 12.5" O.C.
(1a 12.5" O.C. -' 1
750" PLACE STRAP ON INTERIOR SIDE IL FASTEN THRU
13" 1.452 "Ii+
PANELS WITH WASHERED WINGNUTS P 12 -1/2" O.C. '%r- 0.090" (TYP.1
10 2" x 2" x 0.05" TUBE 11 12 STUDDED STRAP (SLIDER) STRAP (SUPPORT AT PANEL MID -SPAN) 13 "F" TRACK
SCALE : HALF SIZE SCALE : HALF SIZE SCALE : HALF SIZE SCALE: 3" a 1' -0"
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 HIGH VELOCITY HURRICANE
ZONE (HVHZ) OF THE FLORIDA BUILDING CODE.
2.
A 33X INCREASE )N ALLOWABLE STRESS HAS NOT BEEN USED IN THE DESIGN OF
TOP
WIDTH UNLIMITED
WIDTH UNLIMITED
THIS PRODUCT.
MOUNT
(PERP. TO PANEL SPAN)
TOP
MOUNT (PERP. TO PANEL SPAN)
3.
DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING
TYP. SECTIONS
TYP. SECTIONS
THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING
WIND VELOCITY.
JN^
4.
THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION
OF 4 a
W III
�tQ
FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM.
E xu Zd
STRAP
=Z
LAN
S.
THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61GIS -23 OF THE FLORIDA
o �''^IW
ON BACK
„
ADMINISTRATIVE CODE.
z�
F PANEL
6.
THESE APPROVAL DOCUMENTS, ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR
w n,
Sao
ul
"' a <=
W
PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED
Ndp
HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES
3-i Xo��
>i Xa,
NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES
E Grua
DETAILED HEREIN.
_j :1
7..
ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID
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W C1
2t >W
DETAIL 1
<
DETAIL 1
THE APPROVAL DOCUMENTS.
0.
WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE
BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS:
BOTTOM MOUNT �..� �!
BOTTOM MOUNT
A) REQUIRE THAT.SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED DATED AND
TYPICAL VERTICAL
TYPICAL VERTICAL
SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT 1�HICH DETAIL
MOUNT
W/ STRAP ELEVATION
MOUNT W/O STRAP ELEVATION
AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE
ROOUCT ENGINEER FOR RE VI
N.T.S.
N T S
t{ -3/32"
c REF.
r
1.000-
1/4" -20 SIDEWALK
814 BOLT FOR SLIDE TRACK
SCALE: HALF SIZE
P V. AS A CONDITION TO THE BUILDING OFFICIAL
GRANTING HIS /HER APPROVAL. " ALUM. ANGLE �''�, i�
1/4 X. CLOSURE PIECE `
BI REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND 1 " 1�
SECURED FROM THE MIAMI -DARE COUNTY PRODUCT CONTROL DIVISION 1" x 2" x.06-2"
WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE O 2" x 5" x.125" 1/4" MAX
ZONE AREAS ONLY "B" SHALT. 8E ACCEPTED BY THE BUILDING OFFICIAL. EXISTING CONCRE6..
9. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH HOLLOW BLOCK ( 1
WOOD FRAMING (1�YP.)
A MIN OF ONE MARKING PER PANEL AND SHALL 8E LABELED AS FOLLOWS: FOR 1" x 2" x .062 ". 140 P.S.F.
HURST AWNING LO CO„ INC. WALL/ DIRECT MOUNT MAX.. O C. 1/4"0
OR 2- x 5- xN 125
MU111M FLORIDA (�0o1
MIAMI -DARE COUNTY PR60UCT CONTROL APPROVED 56 P.S.F. MAX.. USE 1/4 "0
10. STORM PANELS SHALL BE 5052 -H32 WITH THE FOLLOWING BARE METAL THICKNESS AND FASTENER a1 10" O.C.
MECHANICAL PROPERTIES: ALUM. ANGLE
NOMINAL 0.050" (0.0495" MIN. BARE METAL THICKNESS). WITH A MIN. Fys 29.2 KSI CLOSURE PIECE Q BUILD -OUT MOUNT
S .
11. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A 1/4" MAX. 1" x u .125" MIN. TO "
MINIMUM TENSILE STRENGTH OF 60 K.S.L. U.O N 2" x 5" x .125" MAX.
12. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N MI .
13. TOP 6 BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS 1 •
DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. EXCEPT /VERIAp I OR 1" x 2" x .125 ". 140 P.S.F.
FOR "h" AND "U" HEADER MOUNTING CONDITIONS. MAX.. USE 1/4 "0 FASTENER
14. AT LEAST ONE.. WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS TRAP MOUNT �a1 12" -D C. FOR.2 "ax 5' x 125 =,
- LOCATIGkON ANY OF THE COMPONENTS OF THE STORM PANELS SYSTEM ADVISING "5b P.S.F. MAX:; USE /•1.1' 1 =:°
THE, HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER 1 FASTENER 0 10" O.C..
- ..HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS A-ND /OR STRAPS ARE - TYPICAL. CLflS�RE DETAILS (PLAN VIEw).
PROPERLY INSTALLED WHEN REQUIRED. WARNING LABEL SHALL BE-FASTENED SCALE: 1 -V2" = 1' -O"
WITH PERMANENT ADHESIVE OR MECHANICALLY.
25 "o
.312 S "O
DETAIL 1
SCALE: 3" = i' -0"
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HOLLOW BLOCK OR WOOD PENETRATION' .
'FRAMING (SEE ANCHOR OR EMBED.
SCHEDULE BASED ON AYP SOB`
TYPE OF STRUCTURE) � MAX
GLASS OR DOOR
SEE TABLE 2 FOR MIN.
SEPARATION FROM GLASS
$A
EXISTING CONCRETE.
HOLLOW BLOCK OR W000
1/4" MAX.
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EXISTING CONCRETE.
HOLLOW BLOCK OR WOOCt
FRAMING [SEE ANCHOR
SCHEDULE BASED ON
TYPE OF STRUCTURE) ---
GLASS OR
DOOR
SEE TABLE 2 FOR MIN.
SEPARATION FROM GLASS
2" x 2 "J
CONT.
` C5 CON
REFERI
SCHEDI
SPACW
FRAMING (SEE ANCHOR
BE REVERSED TOWARDS
THE OPENING
1/4" MAX.
FASTENER fS 12 -1/2" O.C. MAX.
SCHEDULE BASED ON
BUT 00 NOT EXCEED ANCHOR
SCHED. (PG. 4) SPACING USE
TYPE OF STRUCTURE)
REMOVABLE ANCHORS W/
WAFERHEAD (3/4"0) OR
TRUSS HEAD LOCATE FASTENER IN
NARROW PORTION OF KEYHOLE
J
SLOT.CI CONNECTION TYPE
REFERENCE ANCHOR SCHEDULE
FOR MAX. SPACING
0
WALL MOUNT SECTION
SCALE: 3"
EXISTING CONCRETE,
E
J
HOLLOW BLOCK OR WOOD PENETRATION
FRAMING (SEE ANCHOR
OR EMBED.
SCHEDULE BASED ON
TYPE OF STRUCTURE)- -„
TYP .
�� h" HEADER
MAX_ /--__ -_
O
GLASS
SEE TABLE 2 v
FOR MIN.
SEPARATION E
FROM GLASS
In
9� o
0.625
EXISTING CONCRETE
EXISTING CONCRETE.
HOLLOW BLOCK OR
WOOD FRAMING (SEE
ANCHOR SCHEDULE
BASED ON TYPE OF
STRUCTURE)
U•1 /4" MAX.
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OR EMBED.
SCREW 6 NUT (1
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O W FOR MIN.
1 to u~i W SEPARATION
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PENETRATION
OR EMBED.
OCEIUNG/FLOOR MOUNT SECTION
SCALE: 3"' ='r-o"
THREE - 1/4-Ox 3" WOOD
LAG SCREW @ 24" O.C. MAX.
W/ 414 TEK SCREW
BETWEEN JOISTS
5 -1/2" x 3/16"
6063 -T6 ALUMINUM
PLATE
#14x1" TEK SCREWS
BETWEEN TRUSSES —
-(D821
- x 2 "( D1. CONT. —
SEE TABLE 2 FOR MIN.
9 SEPARATION FROM GLA'
CS CONNECTION TYPE
114" REFERENCE ANCHOR
SCHEDULE FOR MAX.
X
SPACING
EXISTING CONCRETE.
HOLLOW BLOCK OR W000-` \ L2 "x2" STUD ANGLE G/4 -20 x 3I4' HOLLOW BLOCK OR
FRAMING (SEE ANCHOR _ C1 CONNECTION TYPE MACHINE SCREW WOOD FRAMING (SEE
SCHEDULE BASED ON • REFERENCE ANCHOR ANCHOR SCHEDULE
TYPE OF STRUCTURE) SCHEDULE FOR MAX. BASED ON TYPE OF
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P TRAT ON SPACING STRUCTUREI
- WALLMOU_ K-
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m
(2
EXISTING CONCRETE,
HOLLOW BLOCK OR WOOD
FRAMING (SEE ANCHOR
SCHEDULE BASED ON
TYPE OF STRUCTURE) -
FRAMING (SEE ANCHOR
SCHEDULE BASED ON
TYPE OF STRUCTURE)
SHORT LEG MAY_ -
BE REVERSED TOWARDS
THE OPENING
1/4" MAX.
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1/4 -20 x 3/4"
MACHINE SCREW
O WALL BUILD -OUT MOUNT SECTION
SCALE : 3° = i' -0"
SEE TABLE 2
FOR MIN.
SEPARATION
• FROM
GLASS
EXITING
WO D
JOIST
Wm 1/4" X.
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PENETRATION
w OR EMBED.
A IL J
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a X SPACING.
1 to In #A
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IL
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0.625
MACHINE SCREW
EXISTING CONCRETE.
SIB" HOLLOW BLOCK OR
MAX. WOOD FRAMING (SEE
ANCHOR SCHEDULE
BASEO ON TYPE OF
STRUCTURE)
WALL • MOUNT SILL
SCALE : 3" = 1' -0"
PRODUCTREVOW
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' SCHEDULE BASED ON
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ANCHOR
TYPE OF STRUCTURE)
S OR MAX.
WINGE.11
L
S.
- _ -
- -11/2 ". r-1 /4 "MAX.
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SEE TABLE 2 FOR MIN.
w
-� ►- a -�
SEPARATION FROM GLASS
]:
3
1 la IV W
EXISTING CONCRETE.
N u
HOLLOW BLOCK OR WOOD
" #A
TO LOCK STRAP IN
FRAMING )SEE ANCHOR
OR
OR DQO PLACE USE A.1/4
SCHEDULE BASED ON
THUMB SCREW OR
TYPE OF STRUCTURE)
-
TRUSS HERO BOLT
10 -1
07 TAP DRILL
3 -3/4
6 ba W/ 1/4 -20
3
NC THREAD ;
W o
2
2 -3/4
9 '
4 -20 HEX HEAD NUT (SPACER)
OWAFER HEAD BOLT ASSEMBLY
SCALE
1/4 -20 NUT IS NOT NECESSARY
IF NOT USED AS INSIDE MOUNT
T
"'MAX. STORM PANEL SPAN SCHEDULE
A
FOR F -TRACK SILL W/ ANY HEADER
L
DESIGN LOAD
WITHOUT
STRAP
WITH
STRAP
W
L MAX
f
(PSF)
(FT4N)
3
70.0
7 -11
2 -1/4
80.0
7 -5
2
90.0
7 - 0
EXISTING CONCRETE.
HOLLOW BLOCK OR WOOD
FRAMING (SEE ANCHOR
SCHEDULE BASED ON TYPE
OF STRUCTURE)
SEE TABLE 2 FOR
MIN. SEPARATION
FROM GLASS
1/4 -20 HEX
HEAD BOLT
y UNT F- TRACK-SECT #ON
117 TAP DRILL
W/ 1/4 -20
NC THREAD -
TO LOCK STRAP IN PLACE
USE A 1/4 -20 THUMB
SCREW OR A TRUSS
HEAD BOLT --,7
J
J
1/4 -20 MACHINE
SCREW STUD
(0 12 -1/2" O.C.
3/40 STA
SIOEWALK-
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DESIGN _
LOAD(%"
(PSF)
ACTUAL SHUTTER.
SPAN
(FT - IN)
MINIMUM SEPARATION
FOR INSTALLATIONS
30' OR LESS ABOVE
(INCHES)
MINIMUM SEPARATION
FOR INSTALLATIONS
GREATER THAN 30'
ABOVE GR E
WITH
STRAP
WITHOUT
STRAP
WITH
STRAP
WITHOUT
STRAP
35.0
7- 0
2
2 -3/4
1,1/2•
1 -1/2
B - 6
2 -1/4
3
2
2
10-6
3
3 -3/4
'3
3
40.0
7- 0
2
2 -3/4
1 -1/2
1 -1/2
8- 6
2 -1/4
3
2
2
10 -1
3
3 -3/4
3-
3
50.0
7- 0
2
2 -3/4
1 -3 /t.
1 -3/4
8- 6
2 -1/4
3
2 -1/4.
2_1/4
9 -4
2 -3/4
3 -3/4
2 -3/4
2 -3/4
60.0
6- 0
2
2 -3/4
1 -1/2
1 -1/2
7- 0
2 -1/2
2 -3/4
1 -3/4
1 -3/4
8- 6
2 -1/2
3
2 -1/2
2 -1/2
70.0
6- 0
2
2 -3/4
1 -1/2
1 -1/2
7- 0
2
2 -3/4
1 -7/8
1 -7/8
7 -11
2 -3/8
3 -3/4
2 -3/8
2 -3/8
NOTES:
I. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD
TO DETERMINE MAX. PANEL SPAN. POSITIVE
LOADS LESS THAN OR EQUAU TO THE NEGATIVE
LOAD ARE ACCEPTABLE.
2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD
TO DETERMINE MIN. SEPARATION FROM GLASS.
3. FOR DESIGN LOADS BETWEEN TABULATED VALUES.
USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION
MAY BE USED TO DETERMINE ALLOWABLE SPANS.
PUNCH 1/2" x 1" HOLES
IN ADJACENT PANELS
TO RECEIVE THIS BOLT
W/'PM NUT. PLACE _
PANEL OVER EACH
1/4 -20 HEX ADJACENT PANEL AND
HEAD NUT FASTEN WINGNUTS
(SPACER) FROM THE INSIDE
TABLE 4
J TYP.• �•
STORM PANEL
SPAN SCHEDULE
FOA 0'
LOAD
L MAX
PS
60.0
7- 6
75.0
6 - 0
PM NUT )TYP.)
1 -1/2" NOTCH (TYP. P
BOTH SIDES)
\ 9
TYP. FLOOR OR WALL MOUNTED C
2" x 2" x 11/8" CONT. STU06ED
\V SLIDE C -TRACK �6LORNTEO
(SEE DETAILS S. C, D. E. OR G FOR
FINAL LOCATION BOTTOM MOUNTING CONDITIONS)
OF STUD ITYP.) DETAIL NOTE:
THIS DETAIL DEPICTS THE CONNECTION OF THE
�z s
FOR
AN A)I?ENMfi`�k�TH PANELS INSTALLED FRI
LY _7SDMETRIC�UUSE OF DE1�Ak -SHALL BE IN CONDUCTION- -WITTH AN
"l1 HEADER TOP MOUNT.
�N -. O OPTIONAL INTERIOR FASTENING -DET
N.T.S.
AT SPAN SCHEDULE .:
B FOR ALA. MOUNTING
E SIGN LO COMMONS EXCEPT
1 DESIGN LOAD F -TRACK SEE DETAIL
V zo
�
(PSF) L MAX. z;: � m
(FT4N)
30.0 10- 6 Hu c
35.0 10- 6 �a N
41.6 10 - 1 u..`
45.0 9- 10 QAw _
%Am $ u
50.0 9 - 4 <W "
••• 55.0 8 - 11 �� � � s
60.0 8 -6
62.0 8 -5
.y N
65.0 8 -2 uj MYSSff o
70.0 7 - 11 IUa 1i
72.0 7 - 9 zu
75.0 7 -8
80.0 7 -5 tg=
90.0 7 - 0,
100.0 6 - 3
110.0 5- 8 _ZW
a :r�
120.0 5- 3
130.0 4 -10 ��•u o Ftti
140.0 4 -6
150.0 4 - 2 00 :a -
160.0 3 - 11 .
170.0 3 8
180.0 3 -6
190.0 3 - 3
200.0 1 3 - 1 �'�'
tllkwp R
tLONG HANDLE rql ETED TO PANEL
1a J
TYP.
4 -20 x 1"
GAINLESS STEEL
DE WALK
ILT ITYP.)
ITS OE FACE ON
PRODUCT' REVISED
} ocow wUh the Flot(du
No cL- •
as ;.01/19/2002
O SY I�a�ia aP•w e
IANEL T udCa>Ii er se
DMETRIC VIEW)
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- ANCHOR SCHEDULE
FASTENER MAXIMUM SPACING (INC1lES) REQWRED FOR VMlO11S DESIGN LOADS AND SPANS
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8
ANCHOR TYPE
•
. MIN. Y EDGE DISTANCE
Loao
(W)
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FASTENER MAXIMUM SPACING (INC1lES) REQWRED FOR VMlO11S DESIGN LOADS AND SPANS
u
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8
ANCHOR TYPE
LOAD
IW)
P S F
MAX
(SEE
NOTE
1)
. MIN. Y EDGE DISTANCE
Loao
(W)
MIN. 3' EDGE DISTANCE
W �
SPANS UP TO
5' -0"
(SEE NOTE 1)
SPANS UP TO
8' -8"
(SEE NOTE 1)
SPANS UP TO
10' -6"
(SEE NOTE 1)
SPANS UP TO
S' -0"
(SEE NOTE 1)
SPANS UP TO
8•4"
(SEE NOTE 1)
SPANS UP TO
10' -6"
(SEE NOTE 1)
CONNECTION TYPE
(SEE NOTE 3)
C1 C2' C3 C4 CS
CONNECTION TYPE
(SEE NOTE 3)
C1 CI C3 r,4 CS
CONNECTION TYPE
(SEE NOTE 3)
C1 C2 C3 C6 CS
CONNECTION TYPE
(SEE NOTE 3)
C1 C2 C3 0. CS
CONNECTION TYPE
(SEE NOTE 3)'
C1 C2 C3 C4ICS
CONNECTION TYPE
(SEE NOTE 3)
C1IC2 C3 C4 tS
_
-- -
1 /4"• IT TAPCON W/
1 -V4' MIN. EMBEDMENT
(IhBN.3,100 P.S.I. GootC11EIE)
3S.3
16
16116-116
CONNECTION TYPE
(SEE NOTE 3)
1S
16.
9
•
Ct C2 C3 C4 CS
8
16
Ul
i6
16
7
16
16
16
16
16
16
10
16
116110
114'o WOOD LAG W/
16
7
16
16
8
47.2
16
16116116
16
16
11
ti
S
14
14
62S
12
3
11
12
5
16116
16
16
16
13
16
5
16
1618
16
13
4
12
13
6.25
62.2
U
8.
16
16
8
11
3
7
it
&
9
13
S
9
4
161-1
WOOD GRAIN
16
16
10
12
3
8
12
6
10
3
S
10
S
12,0
16
LIS
16
16
7
9
Sig
16
4
9
16
S
9
4
16
7
16
16
9
10
3
S
10
S
10
3.
S
10
5
122.0
9
16
S
9
4
9
16
S
9
4
9
S
9
4
11
3
6•
11
5
10
3
S
10
5
10
3
S110
1L5
S
B
*
*
V4 ~O ELCO MALE/
FEMALE 'PANELMATE' W/
1-314 MNL EMBEDMENT
i 1/4 -20 MACHINE
SCREW WITH NUT
p61N.3J ILf.I. CONCRETE)
3S.3
16
16116
47.2
16
16
16
13
16
16
12
16
8
16116110
16
16
16
16
16
16
13
16
16
V.
16
9
116116111
4
8 4 8 3
8 4 8 3
8 4 1 8 3
47.2
16
6
16116116-
14
lb
16
16
-1
16
16
9
16
S
1S
1617-
9
16
16
16
16
16
16
7
16
16
10
16
S
11611618
62.2
16
12116116
12
16
4
11
16
7
13
4
7
13
6116
12
16
16
14
16
S
11
1618
14
4
7
13
6.25
7Z.0
1122.0
16
9
16
16110
13
4
7
13
6
13
4
7
13
6
16
9
16116112
/4
4
7
14
7
14
4
7
13
62S
it.
4
7
14
4.2S
13
4
7
13
6
13
4
7
13
6
14
4
8
14
7
14
4
7
13
LIS
:4
4
7
13
LAS
Z
0
U%
1 /4'O POWERS CALK -IN
W/ 7/8C EMBEDMENT
i V4 -20 STAINLESS
STEEL MACHINE SCREW
MIN. 3,000 F,s,L CON
35.3
12312.5
12.5
12412.5
12S
12.5
12S
12.S
10
12.
10
12.5
12.S
8
12.512.S
12.512.5
12.S
I2S
I2.S
12.5
12.512.S
12
12.S
12.S
ILS
IZS
47.2
12.512.5
12.5
12512.5
12.5
8
12
us
7
12.S
6.IS
ILS
12.S
6
TLS
12.S
12.S
12.512.S
12.S
11
12-S112.5
12
12-18
123
ILS
9
62.2
ILS
12.S
12.S
12
9
2.S
S
12.5
12.5
S
12.5
4
8
12.S
4
1L5
/2.S
12.S
12.5
1Z.5
12.S
.7
12S
12.S
9
12.5
S
10
ILS
7
-72.0
12.S
11
12.S
123
8
12.S
4
8
12.5
4
i2.S
4
8
12.S
4
12.
12.S
12.S
12.5
12.5
12.5
S
10
12.S
l
12.5
S
10
12.S
7
122.0
12.5
4
9
us
5
12.5
4
B
12.5
4
iI.S
1.
8
12.S
4
12.S
6
11
TLS
8
12.S
5
10
12.S
7.
12.S
S
10
12.S
7
1 /4 "0 POWERS
ZAMAC
HAL -IN W/ 1 -1/8"
MIN. EMBEDMENT
(LOL
3S.3
16116,16
16
121161-1
161161
7
13
5 113113,
6
16
16
16
16
1S
16
8
16
16
9
la
5
14
14
7
47.2
16
14
%
16
9
12
4
12
12
S
9
319
9
4
16.16
16
16
11
13
4
13
13
L25
11
3
10
11
S
62 2
1S
7
1S
15
7
9
L2S
9
4
7
4
7
3
16
8
16
16
8
10
.3
7
10
5
8
4
8
4
72.0
13
S
13
13
62S
7
7
3
7
4
7
3
15
6
IS
IS
7
8'
4
8
4
8
4
8
4
122.0
8
4
8
3
7
4
7
3
7
4
7
3
9
S-
9
4
8
4
8
4
8
4
8
4
l /8T POWERS
TAPPER
E BERM MIN.
EMBEDMENT
(m 7.000 P3,L CONC21Em
3S.3
16
16
16
16
16
16
11
16116
9116
7
14
7
A.
16
13
16
14
7116
S116
16
i6
16
16
16116116
16
IS
16
12116116111
7
16
16
8
16
16
8
S
16
15
16
16
9
7
47.2
16
16
16
16
12
16
L2S
16116
62.2
16
10
16
16
9
1311.19
13
S
4
4
11
11
11
3
3
3
6
6
6
11
11
11
4
A.
4
16
1614
1313
11
16
16
7
16
16
13
ii
10
5
1S
13
13
4
3
3
10
7
L3S
1S
13
12
625
S
S
13
13
13
3
3
3
6.25
6.25
62S
12
12
12
5
S
S
12.0
16
8
16
16
8
1113
6
11
122.0
12
3
6.25
1211.
11
3
6
11
imind ffmwm&1m�.
V4 0e TRU -FAST
TAP GRIP CF i
W/ Z -1/4' MIN.
EMBEDMENT P
pm3,088P.S.I.CONCl1EiEj
3S.3
16
16
16
16
16
16111116116114
7
1611
15
4
16
14
16
1S-•
8
6
16116
16116
16
16
16
16
16
14
16
16
12
7
16
16
16
16
it
8
16
16
8
S
16116
14
16
9
6
47.2
16
16
16
16
13
16
6116116
62.2
16
11
16
16
1Q
14
4
S
12
3
6
11
4
/4
11
16
/6
10
1S
4
10
1S
6
12
3
6
/2
S
72.0
16
8
16
16
8
12
3
j61
S
12
3
6
11
4
16
8
16
I6
9
13
3
6
13
S
1L
3
4
12
S
122 0
12
3
6
12
S
12
3
4
12
3
6
11
L
IT
3
7
13
S
1Z
3
6
12
S
12
3
6
12
5
Y
- -- ANCHOR SCHEDULE
FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AM SPANS
Li
: ' •
Loao
(W)
MIN. 3/42 EDGE DISTANCE
W �
SPANS UP TO
SPANS UP TO
SPANS UP TO
P.S.F.
S' -0"
8' -8"
10' -6"
o
ANCHOR TYPE
MAX.
(SEE
NOTE
(SEE NOTE 1)
(SEE NOTE 1)
(SEE -NOTE 1)
CONNECTION TYPE
(SEE NOTE 3)
CONNECTION TYPE
(SEE NOTE 3)
CONNECTION TYPE
(SEE NOTE 3)
-
1)
C1 C2 C3 C4 C5
C1 C2 C3 C4 C5
Ct C2 C3 C4 CS
3S.3
16116116
=z •
W
16
16
16
16
16
16111116
16 1611619
114'o WOOD LAG W/
47.2
16116116
16
14
16
13
16
16
8
16 10 lb 116 6.25
1 -3/4' MIN. THREAD
PENETRATION SHEAR
62.2
16
16116
16
11
16
9
16
16
LZS
16 7 13 16 S
PARALLEL OR .
PERPENDICULAR TO
120
16
16
16
16
9
16
7
13
16
S
16 7 13 16 S
1220
16
7
14116
5
16
7
13
16
5
16 7 13 16 S
WOOD GRAIN
35.3
i6
16116116
16
16
16116
16
14
16.16 16 16 11
0
1 /4 -0 ELCO MALE/ .
4 7.2
16
16
16116
16
16
13
16
16
10
16 10 16 16 8
62.2
16
16
16
16
13
16
9
16
16
8
16 7 13 16 6.25
0
3
FEMALE - PANELMATE-
W/ 1 -718- MIN.
PENETRATION L V4 -20
MACHINE SCREW
72.0
16,16
16
16
11,16
7
13
16
L25
16 7 13 16 625
122.0
1617
14
16
7
16
7
13
16
6.25
16 7 13 16 625
35.3
12.5
iLS
123
123
1L5
ILS
B
iLS
12.5
8
123 S ILS 12S 625
47.2
Q3
12.5
TLS
12S
10
TLS
4
US
ILS
6
11 3 10 11 S
1/4"0 TRU -FAST
TAP GRIP CF
W/ 2 -1/4' MIN.
PENETRATION
62.2
TLS
8
iM
TLS
7
10
3
7
10
4
8 4 8 3
8 4 8 3
8 4 1 8 3
72.0
12.5
6
I2S
12.5
L25
8
4
8
3
1220
9
5
9
4
8
4
8
3
P
e NB
gel
dh
t,
.Ig
9
67
ramp an.
2 -373
at 16 of S
L) -2
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W �
W
W
F-U
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at 16 of S
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a
1
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i
43
I
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0
u
0
u
0
0
m
ANCHOR SCHEDULE
ANCHOR NOTES:
FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS
1. SPANS AND LO %�S''SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY.
ALLOWABLE STO 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 STORM PANEL AND SELECT SPAN
GREATER THAN OR EQUAL TO STORM PANEL SPAN.
3. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING.
REFERENCE ANCHOR SCHEDULE FOR •PROPkR ANCHOR TYPE BASED ON TYPE OF
- EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING
LOAD
MIN. 28 EDGE pISTANCE
B
MIN. 3• EDGE oisTANCE
1 4
Iwi
P•S F•
MAX.
SPANS 1JP TO
S' -O•'
SEE NOTE 1
SPANS UP TO
e' -8"
(SEE NOTE 1)
SPANS UP TO
10' -6'•
(SEE NOTE i)
SPANS UP TO
5' -0••
(SEE NOTE 1)
SPANS UP TO
e• -8'•
(SEE NOTE 1)
SPANS UP TO
10' -6••
(SEE NOTE 1)
(SEE
NOTE
11
CONNECTION TYPE
(SEE NOTE 3)
Ct C2 C3 C4 CS
CONNECTION TYPE
(SEE NOTE 3)
C1 C2lC3 C4 CS
CONNECTION TYPE
(SEE NOTE 3)
Cl C2 C3 C4 CS
CONNECTION TYPE
(SEE NOTE 3)
Ct C2 C3 C4 CS
CONNECTION TYPE
(SEE NOTE 3)
C1�C2IC3ICt jCS
CONNECTION TYPE
(SEE NOTE 3)
CI1C2IC3IC4IC5
�} _
.3S.3
16
1=16
116
16
B
110
1 4
0
5
8
3
8
8
1.
116116'
16116110
12
S
11211216
913
9
9
-7.2
13
9
13
13
f.2S
8
8
8
3
5 iS
S
c
3
15
10
15
5
IS]-7-
7
9
3
9
9
1
7
62.2
10
4
10
10
S
6
4
6
S
S
11
5
11
11
b
6.25
4
6:25
3
S
3
S
t/t 1- RW TAP[ON
W/ t -1 /t" MINIMUM
72.0
9
3
9
9
4
S
S
S
S
10
4
10
10
S
5
3
S
3
S
3
5
EMBEDMENT
122.0
5
S
S
S
S
S
6
3
6
3
5
3
S
5
3
5
3S.3
t6
16
16
16112113
f2S
13
13
7
11
4
11
11
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16
16
1b
16
15116
7
16
16
8,
14
S.
14
14
!
17.2
16
12
16
16
9
10
3
10
10
S
8
7
8
4
16
1S
16
16
11
12
4
12
12
625
10
3
9
10
!
1/410 ELCO
62.2
13
6
13
13
7
7
S
7
4
6.25
3
6.25
3
16
7
16
16
8
9
3
6.25
9
S
TAPCON
W/ 1-1 /4" MIN.
72.0
11
[
11
11
6
62S
3
6I5
3
625
3
425
3
it
5
14
14
7
8
4
-8-14
8
4
8
R
EMBEDMENT
122.0
6.25
3
6.25
3
625
3
625
3
L2S
3
425
3
8
4
8
4
8
C
8
4
8
4
8
4
-Ao
3S.3
16
16
16116
11
1517
15
15
6.25
13
5
13
13
S
16
16
16
16113
16
7
16116
7
13
5
13
13
Li
ollc
41.2
16
14
16
16
B
11
L
11
11
4
9
3
8
9
A.
16
14
16
16
9
12
4
12
12
S
10
3
9
10
4
t /i•o ELCO MALE/
FEMALE "PANELMATE" w/
62.2 t
15
7
15
1S
6.25
B
62S
8
3
7
4
7
3
16
7
16
16
7
9
625
9
1.
7
4
7
3
1 -1 /4 MIN. EMBEDMENT
t. 1/4 -20 MACHINE
72.0
13
S
13
13
S
7
t
7
3
7
4
7
3
13
5
13
1316.2S
71•
4
7
3
7
4
T
3
SCREW WITH NUT
122.0
1
4
7
3
7
4
7
3
7
4.
7
3
'8
4
8
3
7
4
7
3
7
4
7
3
3S.3
12.S
12.5
12.S
12.5
9
12.5
625
12
us
5
11
c
11111
4
12.5
12.5
12.5
12-S
12.S
12.S
7
12.512.6
6
12.5
5
12-S
12.5
7
*
47.2
12.5
12
12.S
12.S
7
10
3
10
10
4
8
7
8
3
12.5
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12.S
12
11
12.5
4
12.5
12.5
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10
3
9
10
5
t /4-0 POWERS CALK -IN
62.2
t2.S
6
12.S
12 S
S
7
S
7
3
LIS
3
LIS
12.5
7
12s
us
8
9'
3
LIS
9
1.
8
1.
8
1.
W/- 7/8- EMBEDMENT
L 1/i -20 STAINLESS
72 0
11
4
11
It
4
LIS
3
6.25
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3
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12.6
5
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12.5
7
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4
8
4
8
1.
8
4
STEEL MACHINE SCREW
122.0
L25
3
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i2S
3
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3
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8
4
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4
8
4
8
4
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16
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9
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9
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47.2
14
9
14
11
7
8
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8
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3
ti
9
14
14
7
8.
4
6.25
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LIS
3
1/4'
t /iA TR IPFAST
TAP DRIP CF
62.2
11
4
ii
11
5
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4
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3
S
S
11
4
11
11
S
i
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3
5.
S
W/ 1 -t /4" MIN•
72.0
9
3
9
9
L
S
S
S•
S
9
3
9
9
S
EMBEDMENT
S
S
S
122.0
S
3
5
5
S
5
S
S
3
S
S
S
S
35.3
16
16
16
16
16
16
11
16
16
9
16
7
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16
7
16
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16
16
16
16
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16
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16
16
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16
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16
16
7
14
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14
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16
16
16
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16
7
16
16
8
16
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1S
16
7
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10
16
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9
13
4
9
13
S
i1
3
6
11
4
16
11
16
16
11
1S
1.
10
15
LH
13
3
5
TAPPER
W/ 1 -1/4" 1'181.
#62.216
8
16
,16
8
11
3
LIS
11
4
11
3
6
it
1.
16
9
16
16
10
13
3
7
13
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13
3
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EMBEDMENT
3
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12
t.
11
3
6
11
4
11
3
6
11
1.
13
3
7
13
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13
3
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12
S
13
3
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12
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35:3
16
16
16
16
9
101
4 110110
5
8
3
8
8
4
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16
16
11
11
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11
11
9
3
9
9
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47 2
13
9
13
13
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7
7
7
3
L25
5
us
3
1S
10
15
15
8
8
3
8
8
4
L$
7
3
1/4 "1► POWERS
62.2
10
1.
10
10
S
S
4
S
3
S
1.
II
S
11
11
6
L2S
4
LIS
3
2AMAC
ji
S
3
NAIL -IN W/ t -1/e"
71.0
8
3
8
8
4
5
S
S
4
9
3
9
9
5
5
3
5
MIN. EMBEDMENT
3
S
3
122.0
5
S
5
4
5
3
5
3
5
5
3
ECTIQall LOU. TAILS FOR IDENTIFICATION OF CONNECTION TYPE.
4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS
RECOMMENDATIONS.
S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO.
6. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS
MEMBERS NOT PLYWOOD FASTENING TO PLYWOOD ISEACCEPTABLEDONLY FOR
SIDE CLOSURE PIECES.
7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER
SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4- (MIN.) WOOD MD. 3/4"
EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE
"SOUTHERN PINE" G =O.SS OR GREATER DENSITY. LAG SCREWS SHALL HAVE
PHILLIPS PAN HEAD OR HEX HEAD.
B. MACHINE SCREWS SHALL HAVE A MINIMUM OF 1/2" ENGAGEMENT OF THREADS
TO EMBEDDED CALK -IN AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD.
OR WAFER HEAD (SIDEWALK BOLT). FOR DIRECT MOUNT USE ONLY SIDEWALK BOLTS
OR TRUSS HEAD BOLTS. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT.
9. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW
NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR OIRECY
MOUNT @ 6 -i/4" OR 12 -1/2" OX. MAX. SPACING ONLY. SPACINGS SHALL NOT
EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE.
i
P
PRODUCT REVISED
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02 -373