533 NE 92 St (14)Inspection Date: 11/13/2006
Inspector: Grande, Claudio
Owner: TRAWICK, DARYL
Job Address: 533 92 Street NE
Project: <NONE>
Miami Shores Village, FL 33138-
Contractor: ADS CONTRACTORS INC
Building Department Comments
Thursday, November 9, 2006
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 3026#2
2 6
Block:
CL
Permit Type: Windows /Shutters
Inspection Type: Shutter Final
Work Classification: Shutters
Phone Number
Parcel Number 1132060141140
Lot:
Phone: (786)295 -7638
Page 1 of 2
C i
Passed
1
Inspector Comments
4,et__ aU/i-el-p a'`
i
! i l 5 b4 * 1
DO 0 1,---5 1 6 14-55 ° i
1\1 c t 1 l''-e "9/
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Inspection Date: 11/13/2006
Inspector: Grande, Claudio
Owner: TRAWICK, DARYL
Job Address: 533 92 Street NE
Project: <NONE>
Miami Shores Village, FL 33138-
Contractor: ADS CONTRACTORS INC
Building Department Comments
Thursday, November 9, 2006
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 3026#2
2 6
Block:
CL
Permit Type: Windows /Shutters
Inspection Type: Shutter Final
Work Classification: Shutters
Phone Number
Parcel Number 1132060141140
Lot:
Phone: (786)295 -7638
Page 1 of 2
Permit Number: WS -10 -06 -2608
Invoice Number: WS -10 -06 -26466
Applicant: DARYL TRAWICK
Company Name:
Owner Address:
533 N. E. 92 ST.
Job Address:
533 92 Street NE
Miami Shores Village, FL 33138-
Date
Thursday, November 2, 2006
11/02/2006 Credit Card
Receipt
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000
Phone: (305)795 -2204 Fax: (305)756 -8972
Payment Type Check Number
Amount
$422.70
Change
$0.00
Total Payment: $422.70
Page 1 of 1
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. LU.S o 0 TAX FOLIO NO. 1/-3`2("Y0-001--- / � 7V
STATE OF FLORIDA
COUNTY OF DADE
THE UNDERSIGNED hereby gives notice that improvements will be made to
certain real property, and in accordance with Chapter 713, Florida Statutes,
the following information is provided in this Notice of C.mntenceme.t:
1. Legal description of property and street address:
GI �7 - o l3 /U -3 - 4 43y,/ 13 < Size, Ind.000 X 1.1$ or d6.34- ,IN5 05 I99? / (Aqm
2. Description of improvement: krrl CI n e, ,aF u t i-e(
3. Owner (s) name and address: ? O 1 y .. cI - G (( € o 1CIc
5
f\, Q a- ..3-frtc1 — Nom l_ SH,u(t PL 3f3S)
i`e.1l o(.a.1
Interest in property:
Name and address of fee simple title older:
4. Contractor's name and address:
®'1/L / 4
5. Surety: (Payment bond re uired by owner from contractor, if any)
Name and address:
Amount of bond: $ J
ess:
6. Lender's name alhd
7. Persons within the State of Flo ida 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:
8.In addition to himself, Owner
(b) 7., Florida Statutes:
Name and address:
Signature of Owner
Print Owner's Name
Sworn to and subscrib=
Notary Public ,
Print Notary's Nam.' ,
My Commission E pires:
L
NOTICE OF COMMENCEMENT
, Pn)
111111111111111111111111111111111111111111111
CFN 2006R11.78150
OR BI: 25063 P9 4660; (1P9)
RECORDED 11/02/2006 079:11:50
HARVEY RUVINr CLERK OF COURT
MIAMI -DADE COUNTY? FLORIDA
LAST PAGE
i75 c3 ' Q / 9cc . c'47
esignates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713. 13 (1)
9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified)
me this
k4
/gad/
/ j
... . Prepared by L r G 0 � / (° �� , C 1( A , y
�efor , day of LO, J, 20 OL
Address: 6 j � � Y � ��
PIP t � � �, �.�0 23198 /L(r �vl(9/ ec, 3 /3
Ae kExp es: u , �
viramss
VA
tf�flH�i #b�fjlft�C
f bCl3zc la,u a G. 3a;
23Y a.PY1 Y Mai t a in ffaa
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A1a20 _
Form 104
Issue Date: 10/24/2006
Work Classification: Shutters
Additional Information
Owner's Name: DARYL TRAWICK
Permit Type: Windows /Shutters
Job Address: 533 92 Street NE
Miami Shores Village, FL 33138-
Expires: 04/22/2007
Contractor(s)
ADS CONTRACTORS INC
Phone
(786)295 -7638
Primary Contractor
Yes
Type of Work: SHUTTERS
Additional Info:
No of Openings: 28
Classification: Residential
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 responsibility for all work done by either myself, my agent, servants, or
employes. I understand that separate permits are required for ELECTRICAL,
PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING
POOL work.
OWNERS 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. Futhermore, I authorize the above -named contractor to do the work
stated.
Fees Due
CCF
Education Surcharge
Notary Fee
Permit Fee
Scanning Fee
Technology Fee
Total:
Amount
$14.40
$4.80
$5.00
$380.00
$9.00
$9.50
$422.70
Building Department File Copy
Applicant Signature
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204 Fax: (305)756 -8972
Permit
Re
Parcel #:
Block:
Section:
Shutter Attachment
Shutter Final
Permit Status: APPROVED
Permit Number: WS -10 -06 -2608
Phone:
Total Square Feet:
Total Valuation:
uired Ins • ections
1132060141140
Lot:
PB:
1208
$ 24,000.00
Invoice Number
WS -10 -06 -26466
Total:
Amt Due
$422.70
CC VS 813
Amt Paid
NOTICE: In addition to the requirements of this permit, there may be
additional restrictions applicable to this property that may be found in the
public records of this county.
AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER
GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT
DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES.
BUILDING
PERMIT APPLICATION
FBC 2004
Permit Type (circle)-
Owner's Name (Fee Simple Titleholder) 7? :��}r Y/ /C /i- A
�
Owner's Address 3 1 G • 4S
Electrical Plumbing Mechanical Roofing
Phone #/ 5 1 f I D
/tom �} d
City / 1 1 r4,' Orel State n Zip 3 •S 77 - CSW 7S
Tenant/Lessee Name Phone # CJC.. I L J
FOLIO / PARCEL #
Miami Shores Village
Building D epartment
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Job Address (where the work is being done) `�' `Y3 /(21 y 'I/
City Miami Shores Village County Miami -Dade
Is Building Historically Designated YES NO
Contractor's Company Name / ,//J
Contractor's Address /.3 C'
City
Qualifier Name
4L4,40 -la Phone # ?A-
# 3 7/
State Certificate or Re istration No. C 64,15/ 4-//t/
State C G
5
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ ,72 ar D Square / Linear Footage Of Work: 4,2 () ,5/ `
Type of Work: DAddition ElAlteration Xlew ❑ Repair/Replace ❑ Demolition
Describe Work: / (C' t(Jrri L1 4 ✓ff 7 /y. ehf / :' 2/
Submittal Fee $ Permit Fee $
Notary $ 5 Training/Education Fee $
Scanning $ 1.00 Radon $
Bond $ Code Enforcement $
Structural Review. $
DPBR $
Permit No. (A-6061 O(Q- 2(ooe
Master Permit No.
Zip
Zip
Phone # j / 7
Certificate of Competency No.
s ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Double Fee $
CCF $ )4
Technology Fee $
Total Fee Now Due $
33/,e.
C / CC
Zoning $
See Reverse side -+
NOV 0 2 PAID CC (13 q1145
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not %pp fed . -d a r- inspection fee will be charged.
Signature
(Revised 02/08/06)
The foregoing instrument
day of(, 20 CkiD
Owner or Agent
APPLICATION APPROVED BY:
owledged before me this 1
G
Signature
Contractor
_ The fore oin instrument was acknowledged before me this l "I
day of 20 by . San},
who is personally known to me or who ha produced 2.0 ) 2_.. who is personally known to me or who has produced_ _
As identification and who did take an oath. as id tification and who did take an oath.
.... �. u. ., _ ;,, NOTARY P t C:
1i4
�: • � a , �xpir es: J uins
Sign: � �� + Sign: I p: 3ondedThn
•
Print: + J� +fly I �r� Print: ���
E +1
My Commission Expires: My Commission Expires:
****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *' * * * * * * * * * * * * * * ** * * * * * * * **
Plans Examiner
Engineer
Zoning
Miami Shores Building Department
Product Approval Schedule / Comparison Chart Address: X33 /ye LS'( Permit No. 66 -21
Opening
Description of Window
Product Acceptance
Product Approval
Opening Design
Rough Opening
Shutter Required
Mullion Required
Impact
II)
or Door or Mullion
Number
Design Pressure
Pressure
Size
Yes / No
Yes / No
Yes / No
(+) PSF ( -) PSF
( +) PSF ( -) PSF
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5582 N.W. 7th STREET, SUITE 202
MIAMI. FLORIDA 33128
TELEPHONE; (305) 220 -3171
FAX: (305) 554-7822
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• BUILDING CODE COMPLIANCE OFFICE (BCCO) .:. • • • • •
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA
Southern Metal Products, LLC 1
450 West McNab Road
Pt. Lauderdale, Florida 33309
SCOPE: ' ` . k Z':
This NOA is being issued under the appli � 1 governing the use of - • ! s lion Materials.
•The documentation submitted has been re =D : 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 (AID).
This NOA shall not be valid after the expiration date stated below. The MiiamiDade County Product Control
Division (In Miami Dade County) and/or the AHJ an areas other than Mani. Dade County) reserve the eight 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 - ems of such testing and the AAJ 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 Mimi =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 wed herein, and hasbeen designed to comply with the High Velocity. Hun lean
Zone of the Florida Building Code.
DESCRIPTION: "Wronofold A.LR." Aluminum Accordion Shutter
• APPROVAL DOCUMENT Drawing No. 94-46, titled "Accordion Shutter Details ", sheets 1 through 6 of 6,
prepamd.by Al -Farooq Corporation, dated June 10; 1994, last revision #I dated January 23, 2004, sigtfed and . .
sealed by Hnmayoua Farooq, P.B., bearing the Miami Dade Canty Product Control Revision stamp with the
Notice of Anne number and expiration date by the Miami-Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Shall Missile Impact
LABELING: Bach unit shall beam a permanent label with the manufnctur+er'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 reneivaa application has been Sled and there has been no
change in the applicable building code negatively affecting the performance of this product.
• TERMINATION of this NOA will occur order the expiration date or if there has been a revision or change in the .
materials, use, and/or'manufacbu+e of the product or process. Misuse of this NOA as an endorsement pf any
product, for sales, advertising or any.other purposes shall automatically te>mnoate 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 Muni-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 she at the request of the Building Official.
This NOA revises NQA # 03- 0612.03 and consists of this page 1, evidence submitted page(s) as well as .approval
document mentioned-above.
The submitted documentation was reviewed by Helmy A. Mahar, P.E.
/ 1. / t64„,
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. • , - MIAMI DADE COUNTY, FLORIDA
•
• • . • • • • MB1RO DADB F�i.A.GI3�t BUIIIDING
. .. • • • .Cie wkST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563.
(305) 375 -2901 FAX (305) 3752908•
NOA No 03-0716.03
Expiration Date: 07/23/2008
Approval Date: 02112/2004
Page 1
ri rem •1. 11115 tr.' 4/Pt I
I,
DEFLECTION CURVE FOR POSITIVE 1 RIM
LOAD ONLY. FOR LOAD OTHER 1
I
'THAN 110 PDF SEE 6C1EDLLE . I UI
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DESIGN LOADS SHALL BE CALCULATED AS REQUIRED
BY BUILDING CODE.
.7=
SHUTTER SPAN = H =
DESIGN LOAD = Pd =
FACTOR = K Pd/100 =
REMYNG FROM SPAN DEFLECTION CURVE - p
DEFLECTION AT Pd = K*1) =
MIN. SEPARATION RECO. 1 M ION A 110
'
23 rett4A
2.844
.3, -OIL •
1.109
1.219
.688
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4.258
3.709
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drawing no.
94-46
MINIMUM SEPARATION FROM GLASS REQUIRED
DUE TO LARGE MISSILE IMPACT MIN. SEPARATION REQD. = 3.25
FOR BUILDINGS UPTO '30' ELEVATION USE MAX. OF ABOVE TWO.
FOR BUILDINGS ABOVE 30' ELEV. IGNORE LARGE MISSILE IMPACT REQUIREMENT.
DEFLECTION CURVE AT 102' PSF
61 6U 79' BB 9Pf 160 120 148
SLAT SPAN - INCHES
IN.
PSF
IN.
IN.
IN.
IN.
IN.
16B
• , si, 7 11. •
be! 711 Bet 90 100 12ef
SLAT SPAN - INCHES
USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY
FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION.
USE SPAN DEFLECTION CHART TO CALCULATE SEPARATION FROM GLASS.
GENERAL NOTES
L. THIS PRODUCT IS °MIMED 70 COMPLY WITH THE HIGH VELOIGY HURRICANE
ZONE OF THE 2001 R.ORIDA BUILDING CODE.
2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES.
AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE 'ALUMINUM
CONSTRUCTION MANUAL" LATEST EDITION.
a ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY 6083-T8.
OR AS NOTE).
4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE
GIVEN ONE CC.AT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH
FEDERAL SPEC, O. TTP-645, OR BE GALVANIZE).
5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE .MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
6. ALL BOLTS. NUTS AND WASHERS SHALL BE STAINLESS STEEL OR
ALUMINUM ALLOY 2024-T4 OR 7075-T6. OR PLATED STEEL.
7. DESIGN CRITERIA FOR SLATS: MAX DEFLECTION s L/30 OR 2'.
O. ANCHORING OR LOADING CONDMONS OTHER THAN THOSE SHOWN IN
THESE DEALS ME NOT PART OF THIS PRODUCT APPROVAL AND TO BE
ENGINEERED SEPARATELY.
9. A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN DESIGN OF
ANCHOR SPACING.
N 2 8 2004
III/11111 111 1111 1111 •111
•
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SLAT PERFORMANCE CHART
Is)
cu MAX. DEFLECTION
111 1111 5 111 A i N ii e
EPAN/30 OR 2 IN. AT POSITIVE LOAD
H LoAo
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imnnunnesINIII•1111111011111,1111:4111
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1 4 1 &S
ENDIJIIAINIKING
A PERMANENT LABEL SHALL BE AFFIXED ON LOCIONG MENDER
ON UNIT ABOVE THE LOCK V4111 THE FOLLOWING STATEMENE
ALL BROWARD HURRICANE PANEL INC. FT. LAUDERDALE. FL
•RONOFDU) 'AIR' ACCORDION SHUTTER "MIAMI COUNTY PRODUCT CONTROL APPROVED"
FOR INSTALLATION DETAILS SEE SHEETS 2 THRU 4.1
Engn DR.?HuaA
STRUCTURES
RA. PE.1_16557..
C.A.N. 3538
PR t p plying UCT REVISED theFli
as a ddi
Beidiag Code
AceepteneeNe03 • • .07
„Expiration Date 42 414 . •
(sheet 1 of .6
t .
_
SECTION A-1,.
• •
•
•• • • • •
• • • • • • •
• • • •
• • • • •
••• • • •••
• •
• • • •
MAX SPAN
.SEE GRAPH
LC Ulf It MIS
ri M WAIN - CIE
WAIN 1d:1.Oi111:1111=al
TOt -i-- CIE —
NMI" - -- =II -
ItMO 111:11111A CNN NMI
SECTION 8 -$
MC. SPAN
SEE GRAPH
2
2 X 4 X
2 -1/4 X 5-1/4 X 1/0
ALUM ANGLE
- . 6063 -T5
.' • h
• •
SECTION CHO
h 8 2004
1IAX. SPAN
SEE GRAPH
TYPICAL ELEVATION
c
drawing no.
94-46
•
END SLAT CAN
BE ON EITHER
SIDE OF ANGLE
END CONDJTION AT BUILT —OUT
FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 6.
FOR ANCHOR REQUIREMENTS SEE SHEET 5 OF 6.
• •• •
• • •
• • •• • • •
• • • •
iff 10 X 3/4" TEKS
O 12" O.C. • • .. •
• • • • •
• •
• • • • •
MAX. SPAN
SEE GRAPH
0 12" O.C.
SECTION E —;.
: • a
! • .
7
2 x x 1/8" TUBE
6063 —TB
a•
141
•a
••P
. oals1•
CORNER DETAI
ANCHORS
A,B,D. E OR 0
0 12" O.C.
« • ti�liLii�ziai�i',ZL�t7!I�3�i
wry Ezra, 7767 75
MEE NMI FM ICEIIKNIM/ ICE ME
t!•IWAILIOIQDILA fICE ICE O
EMI Wi.1111 4JOCUM. WE ICE
111_1111111=11 IEZE WM (MICE
III MICE IiiILII ® CIO II=
3/8" X 6" OR
1/4" X 4"
ALUM FIAT BAR CONT.:
•
•
EXISTING WOOD TRUSSES
0 24" 0.C.
MIN. 2x4 MEMBERS
MIN. S.G. •• 0.55
,HEADER CONNECTION TO WOOD_ TRUSSES
FOR SKIM% HETGiIT OF 98' VAX. DESIGN LOAD a 50 PSF
FOR SHUTTER HEIGHT OF 84" MAX. DESIGN LOUD a 57 PSF
FOR SHUTTER HEIGHT OF 72' MAX. DESIGN LOAD • 67 PSF
1 1/4" „•
a a •♦
;.• • z
CONC.� • •'
BLOCK
WOOD
MET
• • ••• • • • •••
•• •• • • • -•' •• -
• • • • • • • • • -
• • • ••• • • -
• • • • • • • •
- - ". • • • • ••-
(3) f 14 S.M.S. O EACH RAFTER
2' • MIN. PENETRATION
• • •-
• •
••f••
•• • • ..• -
• •-
• . 1 • • 1 • • i 4� PLYWOOD
••• • • 1 ••• •• • • SOFFT
3 MIN— 1
T T
• eat• .• G0 • _ r r• •
•
•
•• - • •
SMS
0 12" O.C.
ti
COUNTER TOP CONDITION
(PASS THRU WINDOW)
MAX SHUTTER HEGHT - 6 FT.
MAX. DESIGN LOAD a 70 PSF
3/4'
2 x 4 x 1/8" ALUM. ANGLES
1/4' THRU BOLT W
WASHER & NUT 055'0.C.
FASTENERS
SEE SCHEDULES
ON SHEETS 2 & 3
1' X 4" X 1J8" CONT. ALUM TUBE
W/ (3) 1/4 * X 4" SMS
O EACH STUD W/ 2" MIN PENETRATION
INTO EXISTING STUD
FOR SHUTTER HEIGHT OF 108" MAX. DESIGN LOAD - 88 PSF
FOR SHUTTER HEIGHT OF 96" MAX. DESIGN LOAD a 99 PSF
INSTALLATION DETAIL ON EXISTING WOOD STUDS eau, v•.,•
ABOVE DETAILS SHOWS CONNECTION OF 2X6 BUCK & 1X4 NK WOOD. STUDS TO
PROVIDE A CONTINUOUS SURFACE FOR SHUTTER INSTALLATK .:_ :. '
FOR INSTALLATION DETAILS OF HEADER/SIU. TO CONTINUOUS W000 MEMBERS • SEE SHEETS 2 & 3.
PRODUCPREVISED
Addles ascompolg with Code 1 1F�>!jdlt •
Acceptance
Date a
Miami
Division
Cadre!
WOOD ED
AN= CAN BE INSTALLED
WITH ANGLE LEG N UPWARD
OR DOWNWARD DRECTIONS
T? AT HEAD &SILL •
FASTENERS
AS PER SCHEDULES
W/ 1 - 1/2" MIN. PENETRATION
TO DUSTING W000 HEADER
2 X 3 X 1/8'
2 X 4 X 1/8'
2-1/4 X 5 1/4 X 1/8'
ALUM ANGLE
1/4' -20 X 1/2' BOLTS
WITH NUTS 0 7' 0.C.
2' X 6' CONT.
W/ (3) 1/4" 0 X 5' SIRS
O EACH STUD W/ 2 MIN PENETRATION
INTO EXISTING STUD
FOR SHUTTER HEIGHT OF 108" MAX. DESIGN LOAD a 130 PSF
t
f
drawing no.
94 -46
(sheet 4 of 6
CL is
. .1
0 P
Lm
.J
O ID
ANCHOR CHART 6
N 11■111 -,_,-1111--1111-
1111R11111\3111M > ilM0
IIMIIIIMMEM MI Oil NW MI III
OMNI= MOEN MI OM
RIM
� ► \����IRRR
-�MI_----_
w313-1111111■11•a1111R
R1:41`■`911111122-
iiiii \IMPIIIIIIi
1111 1111 LIR II NM
111111111111111•111111111 =L = 11.1.11 RUN II
FASTENER SPACING IN MASONRY
CHARTS ARE BASED ON TYPICAL EDGE DISTANCE = 12d.
FOR LESSER EDGE DISTANCE DECREASE SPACING BY
MULTIPLYING 'MTh THE FACTOR BELOW
•11 -1/2"
EDGE DIST. I12d =3'h Od¢2 - 1/2� gd =2"
FACTOR 1.00 11 0.86 0.71
0.57 .
5d.1 -1/4'
0.50
EXAMPLE: FOR 3" EDGE DIST. SPACING .. 12 " 0.C. (FROI1I CHART)
FOR 2" EDGE DIST. SPACING s 12 X .71 = 8.5 O.C.
TYPICAL EDGE DISTANCE IN WOOD = 3(4'
TYPICAL END DISTANCE IN WOOD = 1
NO REDUCTION FACTOR IS REQUIRED '
70 90 110 130
SLAT SPAN - INCHES
44 -44AC
70 90 110 130
SLAT SPAN - INCHES
ANCHOR CHART 1
44-ALAI
•
— m
TJ
• •
n!li11111 11O0iFili
Min PISPIMIN AMR
‚IIiII
RIM 11iDaia1111
MN, WPM lit IICEIMINE
►\ii r111111Rlil i
21.3iS1111111i ■R
•
HOR CHART 2
•-4‘.2
70 90 110 130
SLAT SPAN - INCHES
ANCHOR CHART 7
44 -44AL
S0
70 90 110 130
SLAT SPAN - INCHES
LEO
ID
It
..y
J
71 90 111 130
SLAT SPAN - ES
70 40 110 135
SLAT WAN - INS
ANCHOR CHART 3
s4 -44Aa
ANCHOR CHART 8
44 -46A7
150
ni
an
ea
5a
USE CHARTS 1 THRU 10 TO VERIFY ANCHOR
REQUIREMENTS AND STRESS LIMITATIONS OF
• • LOAD /SPAN COMBINATIONS FOR HEADER AND SILL.
TYPICAL ANCUORS:
ANCHOR ®— 1/4" DIA. TAPCtktS (ELCO TEXTRON)
1 -3/4" EMBEDMENT INTO 3000 PSI CONC.
1 -1/4' EMBEDMENT INTO C -90 BLOCK
ANCHOR ® — 414 SKIS W/ 'POWERS' SCRU —LEAD
1 -1/2' EMBEDMENT INTO 3000 PSI CONC.
ANCHOR® — 1/4" 'POWERS' CALK --IN. STAR TAMPIN OR EQUAL.
TOTAL ANCHOR BODY INTO 3000 PSI CONC.
OR C -90 BLOCK
ANCHOR ®E = j14 SMS
1 - 1/2" MIN PENETRATION INTO WOOD(S.G. •0.55)
#14 SUS OR SR F DRILLING (rEKs) SCREW
INTO METAL STRUCTURES
(STEEL OR ALUU1NUM 1/8" MIN. THICK.)
NOTE: ANCHORS EMBEDMENT SHOWN IS BEYOND WALL & FLOOR
COVERINGS (STUCCO, TILES, ETC.)
ANCHOR O
OEM
1111RRR1■
MIllkil.1111...ii11.� ilit 1iii 11
70 40 11$ 130
SLAT SPAN - INCHES
ANCHOR CHART 4
94 -44A4
70 90 110 120
SLAT SPAN - INCHES
ANCHOR CHART 9
44 -46A%
SPAC
t 1
150
Engel DR. nYW$ 1 m000
STRUCTURES . .
F A, # 16557
AN 2 8 2004
ANCHOR CHART 5
94 -46A11
71 90 110 130
SLAT SPAN - INCHES
k- k & I ANCHOR CHART 1
L\►'I-\-_L 4 -46Ait
M►r VII MINIM= i Ell MI
iM101111 ■1•111ili111111111
dm 11111--1111►111-M WIN Mll
ss ^ iiMiilii11111►1•■!
----- `-117 -`
11111111111M►\Mi ■11111■111111
A RR11111111R►R∎1111 _'
O ---�-`_-'-
ISO
75 90 110 130
CLAT SPAN - INCHES
PRODUCT REVISED
as unaplyfag with tNae Fbsida
Saddam Code
Acceptance No .3 —
Expiration Data
MIaaI , . . ' -•". � � . . .
1
k
1
r
mZ 1
0 n
Dd 1
h
o o. -
ce
Z W 81
F-- • b < o
n OEM
co ic34-R2c§
o 44. 17 7,
rz �z p � l O
0
c.)
<r "
0
c
drawing no.
94 -46
(sheet 5 of 6 )
•
SHUTTER
HEIGHT
48"
54
60'
66'
72'
78"
• 84'
90"
96'
102"
108'
• 114"
12,0'
46'
54'
so'
72'
78'
84'
96'
102'
108'
114'
120'
DESIGN LOAD CAPACITY - PSF
2' X 2" X 1/8" ALUM TUBE
54'
89.7
79.8
71.8
65.3
59.8
55.2
51.3
47.9
44.9
42.2
.39.9
37.8
35.9
SHUTTER
HEIGHT 64'
100.0
26.2
SPAN TUBE
60' 66"
65.4 49.2
58.2 43.7
52.3 39.3
47.6 35.7
43.6 32.8
40.3 30.2
37.4 28.1
34.9 26.2
32.7 24.8
30.8 23.1
29.1 21.8
27.5 .20.7
60'
100.0
SPAN
68"
100.0 100.0 100.0
1 00.0 100 .0 100 .0
100.0 100.0 100.0
100.0 100.0 100.0
100.0 100.0 100.0
100.0
100.0 100.0 100 -0
100.0 100.0 100.0
100.0 100.0 100.0
100.0 100.0
100.0 100.0 100.0
100.0 100.0 98.6
100.0 100.0 93.6
100.0
LENGTHS
72' 78"
37.9 29.8
33.7
30.3
27.5
25.2
23.3
21.6
20.2
DESIGN LOAD CAPACITY - PSF
ANCHOR TYPE 'A'
TUBE LENGTHS
100.0
100.0
TUBE CONNECTION T4 WALE, ; !
ANCHOR TYPE
26.5
23.8
21.7
I �
SEE CHART ABOVE FOR CONNECTION- CAPPAC(Y
100.0
99.0
• • • .• •
• .
• • • • ae:K«3" la or ALUM TUBE
R - SPAN %iTBE LENGTHS
HEIGHT 54"
: 40.'' . 193.0
• • •
• rt " • 100.0
••60.•
66'
• 721'
y% .
.90
96'
102'
108'
114'
120"
60' 86" 72" 78"
190.0 %0,p" 100.0 79.1
4 a0.8 1004)" 89.4 70.3
180.8 100.0 4 00.5. 80.5 63.3
100.0 100.0 95.0 73.2 57.6
100.0 100.0 • 871 . 87.1 ' 52.8
• 1103 150.0.. X0,4 61.9 48.7
•
0 • • .4• 74.6 57.6 45.2
1
72' 78" 84" 90
100.0 100.0 100.0 100.0
100.0 100.0 100.0 100.0
100.0 100.0 100.0 ' 100.0
100.0 100.0 100.0 100.0
100.0 100.0 100.0 100.0'
100.0 100.0
100.0 100.0 .100.0 100.0
100.0 100.0 100.0 98.1
100.0 100.0 98.1 91.5
92.0 85.8
100.0 93.2 86.5 80.8
90.3 83.4 77.4 72.3
85.8 79.2 73.6 68.6
ti • ALUM TUBES
2 X 2 X 1/8'
2 X 3' X 1/8'
2 X 4 .X 1/8'
0.•i 2 X 5 X 1/8'
(6063-46)
SEE CHARTS ABOVE
FOR CAPACITIES
• • ..•
14:SLGrIAD CAPACITY - PSF
100.0 86.9. 65.3
100.0 81.8 01.5
100.0 77.3 58.1
100.0 73.2 55.0
95.4 69.5 52.3
50.3
47.3
44.7
42.4
40.2
39.6
37.2
35.2
330.
31.7
k
2 X 3 X 1/8'
ALUM ANGLE. 5' LONG
(6083 -T8)
84"
63.4
56.3
50.7
46.1
42.2
39.0
36.2
31.7
29.8
28.2
26.7
25.3
1/4" X 1 SELF DRILLING SCREWS
ELCO ORIL -FLEX (4 PER CUP)
•
• ,
rim
i
l usucum
DESIGN LOAD CAPACITY
2" Y 4" X 1/8" ALUM
SHUTTER SPAN TUBE
HEIGHT 54" - 60"
48' 100.0 100.0
54" 100.0 100.0
60' ' 100.0 • 100.0 100.1
66" 100.0 100.0 100.(
72' 100.0 100.0 100.0
78' 100.0 100 .0 .
84' 100.0 100.0
90' 100.0 100.0
96' 100.0 100.0
102' 100.0 100.0
108' 100.0 100.0
114' . 100.0 100.0
120' 100.0 ' 100.0
86'
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100. _
72"
100.0
100.0
100.0
100.0
. 100.0
100.0
96.1
90.7
85.8
81.6 •
PSF
TUBE
LENGTHS
78'
100.0
100.0
100.0
100.0
100.0
98.8
91.7
85.6
80.3
75.5 •
71.4
67.6 -
64.2 _
64 "
100.0
100.0
100.0
93.5
85.7
79.1
73.5
68.6
64.3
60.5
57.1
54.1
51.4
90
100.0
59.7
55.7
52.3
49.2
46.4
44.0
41.8
SHUTTER
HEIGHT
48 '
54
60'
66'
72'
78'
84'
90'
96'
102'
108'
114'
120'
SPAN TUBE LENGTHS
54"
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0 _
DESIGN LOAD CAPACITY - PSF
ANCHOR TYPE' 'B'
80'
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
88' 72' 78"
100.0 100.0 I_ -100.0
100.0 100.0 100.0
100.0 100.0
100.0 100.0
100.0
100,0
100.0 100.0 100.0
100.0 1010 1 00.0
100.0 100.0 100.0.
100. 100.0 100.0
1 00.0 100.0 ; 100.0
100.0 100.0 85.2
100.0 98.0 90.4
84'
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0 .
100.0
98.8
88.4
84.0
90'
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
98.0
92.2
82.5
78.4
•
EDGE
1/4' DUl TAPCONS BY ELCO
1 - 3/4" MIN. EMBED.
INTO 3000 PSI CONC.
IRE CONNECT ON TO WALL
ANCHOR TYPE 'B'
SEE CHART ABOVE FOR CONNECTION-CAPACITY
ANCHORS
TYPE A' OR
AURA TUBES
2 X 2 X 1/8'
2 X 3 X 1/8"
2 X 4 X 1/8'
( 2 K5 1/8'
SEE CHARTS ABOVE
FOR CAPACITIES
DESIGN LOAD CAPACITY - PSF
2" X 5 X 1/8 " ALUM TUBE
SHUTTER SPAN TUBE LENGTHS
HEIGHT 54' 60" 68' 72" 78'
48' 100.0 100.0 . 100.0 100.0 100.0
54" 100.0 100.0 100.0 100.0 100.0
60' 100.0 100.0 100.0 100.0 100.0
66' 100.0 100.0 100.0 - 100.0 100.0
72" 100.0 100.0 100.0 100,0 100.0
78' 100.0 100.0 100.0 100.0 100.0
84' 100.0 100.0 100.0 100.0 100.0
90" -100.0 100.0 100.0 100.0 100.0
96' 100.0 100.0 100.0 100.0 100.0
102' 100.0 100.0 100.0 ' 100.0 100.0
108' 100.0 100.0 100.0 100.0 100.0
114' 100.0 100.0 100.0 100.0 100.0
120' 100.0 100.0 100.0 100.0 100.0
SPAN TUBE LENGTH
a
ANCHORS
TYPE 'A' OR 'B'
SPA! TUBE 1ENGTH
84" 90" 0
100.0 100.0
100.0 100.0
100.0 100.0
100.0 100.0
100.0 100.0
100.0 100.0
100.0 100.0
100.0 97.5
100.0 91.4
100.0 86.0
99.9 81.2
94.6 76.9
89.9 73.1
NQTE;
THE DESIGN PRESSURE OF THE SHUTTER IS THE
SMALLER ALLOWABLE PRESSURE OF THE ALUMINUM
TUBE AND THE ANCHOR TYPE.
Eior. DR., HUM
ST.RUCTURES
R:A.• PE' 10557
GA N. - 3538
82
PRODUCT REVISE"
ss complying With the Moser
ss
AeceptanceNo o •
-.a • • .
.11 § • It
drawing no.
94 -46
(sheet 6 of 6 )