WS-08-1180Project Address
80 NW 93 Street
Miami Shores, FL 33138-
Owner Information
MILTON MIZELL
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204
Type of Work: 1 DOOR, 2 SHUTTERS
No of Openings: 3
Additional Info: IMPACT
Classification: Residential
Fees Due
CCF
Education Surcharge
Notary Fee
Permit Fee
Scanning Fee
Technology Fee
Total:
Amount
$0.60
$0.20
$5.00
$130.00
$6.00
$3.25
$145.05
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, 1 authorize the above -named contractor to do the work stated.
Authorized Signature: Owner / Applicant / Contractor / Agent
Building Department Copy
Wednesday, July 9, 2008
Address
OVL ..
Expiration: 01/05/2009
Parcel Number
1131010170020
Block: Lot:
80 NW 93 Street
MIAMI SHORES FL 33150 -2233
Phone
Valuation:
Total Sq Feet
Total I Amt Paid 1 Amt Due
$ 0.00 $ 0.
Payment Type:
J
$ 0.00
10 i PAID
,At (17 nn
Applicant
MILTON MIZELL
Available Inspections :
July 09, 2008
Date
CeII
(305)758 -1836 (305)494-5222
$ 1,000.00
0
Final
Shutter Attachment
Inspection Type:
Window Door Attachment
Final Shutters
1
BUILDING
PERMIT APPLICATION
FBC 2004
Permit Type (circle):
Building
Value of Work For this Permit $ '7'0D ��'
Type of Work: ['Addition ['Alteration
Describe Work: Lei
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Permit No. ■415 O8 I'10
Master Permit No.
Roofing
Owner's Name (Fee Simple Titleholder) kAlt��vv) Z- LL- Phone # S) cq
Owner's Address )J• (,A„) , g3 SI
City 441,4 ■NA 1, int_c"_ State C— ZIP ` 1
Tenant/Lessee Name Phone #
Job Address (where the work is being done) 'O ST
City Miami Shores Village County Miami -Dade Zip S VS
FOLIO / PARCEL #
Is Building Historically Designated YES NO kr
Contractor's Company Name ®W,A.rf__/(_- Phone # C 0 S)
Contractor's Address
City State Zip
Qualifier Name Phone #
State Certificate or Registration No. Certificate of Competency No.
Architect/Engineer's Name (if applicable) Phone #
Square / Linear Footage Of Work:
❑New
❑ Repair/Replace
❑ Demolition
* * * * * * * *** * **: **** : * *** * **** **** ** *** **F *********** ** ************** ***********
Submittal Fee $ 0 Permit Fee $ '' q CCF $
Notary $ ).0 Training/Education Fee $ 0' /1J Technology Fee $ 3 •1.-"S
Scanning $ (. '00 Radon $ DPBR $
Bond $ Code Enforcement $ Double Fee $ c (�
Structural Review. $ Total Fee Now Due $ 14 OS
See Reverse side -,
CO /CC
Zoning $
•
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Ian (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 FT F,CTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Sign:
Print:
(Revised 07 /10/07)
Signature g► - 3�_
0 wne j or Agent _
The foregoing instrument was acknowledged before p� mee this k Z
day of Yl(Z , 200L, by nark 4� kjz.d
who is personally known to me or who has produced f iranvtt /3
NOTARY PUBLIC:
•
My Commission Expires
APPLICATION APPROVED BY:
As identification and who did take an oath.
Sign:
Print:
My Commission Expires:
**** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** :****************** ****: x** ******* ************* **** * *** ****** * * * *****•x***
\r.i®2 7- 3 —dr ►
Signature
Contractor
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:
Plans Examiner
Engineer
Zoning
OWNER BUILDER DISCLOSURE STATEMENT
k
VILLAGE OF MIAMI SHORES
NAME: 11 yri v`7 ,ll.t I 1 [ DATE: 6/2.
ADDRESS: o k). (..t,>. q 3 ci oulA A A( S'
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws
of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure
statement, which entitles me to work as my own contractor; I further understand that I as the
owner must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor. You have applied for a
permit under an exception to the law. The exemption allows you, as the owner of your property,
to act as your own contractor even though you do not have a license. You must supervise the
construction yourself. You may build or improve a one - family or two- family residence. You may
also build or improve a commercial building at a cost of $25,000.00 or less. The building must be
for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a
building you have built yourself within one year after the construction is complete, the law will
presume that you built for sale or lease, which is a violation of this exemption. You may not hire
an unlicensed person as a contractor. It is your responsibility to make sure the people employed
by you have licenses required by state law and by county or municipal licensing ordinances. Any
person working on your building who is not licensed must work under your supervision and must
be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and
provide workers' compensation for that employee, all as prescribed by law. Your construction
must comply with all applicable laws, ordinances, buildings codes and zoning regulations.
Please read and initial each paragraph.
1. I hold title to the above property and I am planning on doing this construction
Myself.
Initial
2. I understand that as an owner- builder I must abide by all zoning ordinances and
building regulations in effect at the time of permit application. Inactive
permits for a period of over 180 days will become null and void (expired)
and a new permit will be required to be issued for reinstatement of the
permit.
RI!CIEIIVE
8 2008
3. I have an understanding of' the 2004 FBC & FRC and understand that this
department and its inspectors are there to help enforce and interpret the code.
There is a copy of the code in this office for review.
Initial
IISo
4. :I understand that the building official and inspectors are not there to design,
alter or give advice on how to meet code — only if the structure meets the
" ` minimum code.
Initial
5. I understand that as an owner - builder, that any contractor disputes with sub-
contractors and myself must be handled in a civil court with the advice of an
attorney. The department will not mitigate any contract disputes.
6. I understand that if I compensate any person or company for work performed
they are required to have a business license in the county. If for any reason they
do not posses a business license I will be responsible and liable for any wrong
doing from this unlicensed company or person.
7. I understand that if any person gets injured on my construction project—they are
entitled to workmen's compensation. And if they do not posses a workmen's
policy I could be held liable for all doctor and related cost which could include
loss of wages during recovery from injury.
Initial
8. I understand that under state and local laws I can not do any Electrical,
Plumbing, Heating, Air & Roof work on my property with out first obtaining
the proper permits by licensed contractors.
Was acknowledged before me this 2.6 day of - 6 6 4 E— , 20 0 P
B Ji ,titteill
Produced there License or a ues 1..i
Initial
Initial
who was personally known to me or who has
as identification.
�,:
,rN'••, MONICA USSEfHDIAZ
:A.
MY COMMISSION # DD 483995
luiiln,I
� -.. a,' EXPIRES: October 20, 2009
ARA °Q' Bonded T tu Naary PublicUndeneters
2. Job Name
3. Job Address t�o AJ& 4' S f re_S
`7?/iainu" ,Wores, ('G
4. County •
5. Building Height : /3 r ft. (see sketch below)
6. Basic Wind Speed : / mph
7. Wind Standard : ASCE 7 -02, FBC 2004 Edition
8. Roof Slope • ° Flat k Slope: Pitch / 12
9. Exposure : 0 Non Coastal 0 Coastal ° Other
(Coastal exposure applies within 1500 ft of ocean line or 50 miles within ocean
line for Std. Bldg. Code Chapter 16.)
10. Building : Length 53 ft. Width COO
11. Attach floor plan with shutter / window, sizes and types.
(Note: If maximum load used for all openings
12. Building Category : , �t (
Client Representative
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A1- Farooq: ddrpotion ta
1235 SW 87 h Avenue • Miami, FL 13174
Tel: (305) 2611 Fatxt{305) 36 -;6978 ' C ® 3
• �
...: • .. -S. is `p„ • • Site Specific: WinciLoods iv" 2O °6
.DUN 2 X04
(Based oftdatiati lie$ iyalient')
Bldg. > 60 ft. Bldg. < 60 ft.
•• • • • • • ••• ••
is os- C?c0
ft.
Dr. Humayoun Farooq, P.E. — FL # 16557
EB C.A.N. #3538
• • .•. • • • •
.. •• • • • • • • • .
• • • • . • . • • • • • • • •
• • • ••• •
AL- FAROOQ CORPOiATfON �••
1235 S.W. 87th. AVENUE MIAMI, FL. 33174
PH. 305 - 264 '$14T0 .'• •.• •.•
• • •. • • •• • • • • • • • • •
CUSTOMER :MILTON MIZELL°.• ••• ••• ••• •
PROJECT :80 NW 93 ST
.. • • • •• ••• ••
WIND LOAD ANALYS FOR COMMIES'= 23 ) CLADDING
AS PER SPECIFICATION ASCE 7.0�2 • • • •••
BUILDINGS WITH IMPACT PRO'I
BASIC WIND SPEED V : 146 MPH
IMPORTANCE FACTOR I : 1
EXPOSURE CATEGORY : C
MEAN ROOF ELEVATION H : 13 FT.
TRIBUTARY LOAD AREA A : 10 FT
Kh = 0.85 (TABLE 6 -3, P75)
Kd = 0.85 (TABLE 6 -4, P76)
Kzt= 1.0 (TOPOGRAPHIC FACTOR)
VELOCITY PRESSURE Qh= .00256 Kh Kzt Kd IV "2 = 39.43 PSF
GCp COEFFICIENTS (FIGURE 6 -11A, p57)
ZONE 4 = +1.00 -1.10
ZONE 5 = +1.00 -1.40
GCpi COEFFICIENTS = + .18 - .18 (TABLE 6 -5 p49)
DESIGN PRESSURE P = Qh(GCp - GCpi)
ZONE 4 = + 46.5 PSF
ZONE 5 = + 46.5 PSF
- 50.5 PSF
- 62.3 PSF
06 -10 -2008
3§'at_86 ___.__.
1 -17X 34 �
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CJ
Ivy- • 1 t- /`
..4e'4,-). .q, ...6/
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/1/4 0r9:' . � Oi.si atlzs'
J / / l x/7, & /rrS
Florida
Storm
Panels
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14475 N.W. 26 Avenue • Opalocka, FL 33054.685- 9990.685 -9000 • FAX 685 -7511
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SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM
Building Official
Dear Mr. Building Official:
We are Dade County Notice of Acceptance holder for the 22gauge panels
under number 07= 0'817.03
r
This letter authorizes '`` //77;e1/ / Z' Z L // to use our
22ga. Panels under number 07- 0817.03 to be used at the ollowing job:
R® h ") 6 13 s7 f
Sincerely,
Victor . C Enrique Revilla
President or Vice - President
1. This form must accompany the application for building permit and
shall become part of the permit documents.
2. The authorized signature must bear the raised corporate seal of the _.
company holding the Dade County Notice of Acceptance.
•
BUILDING CODE COMPLIANCE OFFICE (BCCO)• • • • •
PRODUCT CONTROL DIVISION • • • • •
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MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
• 144) WEST FLAGLER STREET, SUITE 1603
• •
• • • • • • • • MIAMI, FLORIDA 33130 -1563
• • • • • • •
• • • • • • • • (305) 375 -2901 FAX (305) 375 -2908
NOTICE OF ACCEPTANCE (NOA) www.nuamidade.gov
Florida Storm Panels, Inc. • • • • • • • ••• • •
14475 N.W. 26 Avenue • • • •
• • •
Opa- Locka, Florida 33054 •
• • • • • • • ••• • •
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: 0.029" (min.) Galvanized Steel Storm Panels Shutter
APPROVAL DOCUMENT: Drawing No. 02- 868 -111, titled " 22 ga Galvanized' Steel Storm Panels ", sheets 1
through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02,
2003, signed and sealed by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control Renewal
stamp with the Notice of Acceptance number and expiration date by 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 renews NOA # 02- 1120.02 and consists of this page 1, evidence submitted page E -1 as well as
approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S.
NOA No. 07- 0817.03
Expiration Date: 0
Approval Date: 11/01/2007
00 o //Zoe? Pagel
Florida Storm Panels, Inc.
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s. es • • • se .. •
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
• .. • .. . .
1. EVIDENCE SUBMITTED UliDEVg1tFVuttis'API!ROWAL #02- 1120.02
A. DRAWINGS •.. • • •
1. Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1
through 4 of 4, prepared by Frank :L Birn4Pdo ;P.E,•n'ated November 18, 2002, last
revision dated January 02, 2003:404 cut sea ed by frank L. Bennardo, P.E.
B. TESTS
1. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and
Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report
No. 02 -041, dated November 18, 2002, signed and sealed by Yamil G. Kuri, P.E.
2. Test report on fastener by Construction Testing Corporation, Report No. 02 -007A,
dated May 06, 2002, signed and sealed by Yamil G. Kuri, P.E.
3. Test report on Wood Bushings by Construction Testing Corporation, Report No. 02-
038, dated October 07, 2002, signed and sealed by Yamil G. Kuri, P:E.
C. CALCULATIONS
1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, sheets 1 through 26
of 26, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and
sealed by Frank L. Bennardo, P.E.
2. Anchor Calculations, 9 pages, dated November 18, 2002, prepared by Frank L.
Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E.
D. MATERIAL CERTIFICATIONS
1. Mill Certified Inspection Report.
2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report Number
1098H, dated October 29, 2002, signed and sealed by Ramesh Patel, P.E.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami - Dade County Building Code Compliance Office.
E. MATERIAL CERTIFICATIONS
1. None.
E -1
// /
my A. Makar, P.E., M.S.
Product Control Examiner
NOA No. 07- 0817.03
Expiration Date: 01/23/2013
Approval Date: 11/01/2007
.pRODUCT.MAq<WG
• (LOCATION OPTIONAL)
t• ROLL
BACK
'I
1312' r _
1, 4 -20 X 3 41'
5.5. STUD
61
o
0125 1500' L.
TYP. ---I MAX
1315' I
STORM PANEL
0.,50' 7
r
I MIN 0�
GENERAL NOTES:
22ga: t =0.025'
GALVANIZED
---I 1312' 1 r _
12.500' PANEL COVERAGE
14.438' PANEL LENGTH
0.125'
TYP.
--{ 1315'
1.00' MIN. 1
5.000' MAX.
0 STUDDED ANGLE 0 BUILDOUT /CLOSURE ANGLE
1. TI-115 SHUTTER SYSTEM HAS BEEN DESIGNED AND
TESTED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN
ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 AND
PROTOCOLS TA5 201 FOR LARGE MISSILE IMPACT, TAS 202
FOR UNIFORM STATIC AIR PRESSURE AND TAS 203 FOR
CYCLIC WIND LOADING.
2. NO 33.3% INCREASE IN ALLOWABLE STRESS 1-445 BEEN
USED IN TI-4E DESIGN OF THE ANCHOR SPACING TABLES.
3. POSITIVE AND NEGATIVE DESIGN PRESSURES TO BE
USED WITH THESE DRAWINGS SHALL BE DETERMINED BY
OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE
GOVERNING CODE. WHEN ASCE 1 -98 15 USED TO CALCULATE
PRESSURES FOR USE WITH TI-415 PRODUCT, THE USE OF A
DIRECTIONALITY FACTOR Kd =085 15 ALLOWED.
4. THE SHUTTER SYSTEM DETAILED HEREIN IS GENERIC
AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE.
IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS
DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED
ARCHITECT 51-IALL PREPARE SITE SPECIFIC DOCUMENTS TO
BE USED IN CONJUNCTION WITH THIS DOCUMENT.
5. PERMIT HOLDER SHALL VERIFY TI-4E ADEQUACY OF THE
EXISTING STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED
LOADS.
6. STORM PANEL'S SHALL BE 22ga STEEL (GALVANIZED
THICKNESS t =0.029' MIN) CONFORMING TO ASTM A653,
STRUCTURAL QUALITY, GRADE 50. G90 GALV. COATING WITH A
MIN. Fy =92.0 K5I. ALL EXTRUSIONS SHALL BE 6063 -T6
ALUMINUM ALLOY, UN.O.
1. PANELS SHALL BE PERMANENTLY LABELED WITH A
MINIMUM OF ONE MARKING PER PANEL AS FOLLOWS:
FLORIDA STORM PANELS, INC.
OPA- LOCKA, FLORIDA
MIAMI -DADE COUNTY PROD. CONTROL APPROVED
8. STORM PANELS HAVE BEEN DESIGNED AND TESTED TO
THE MAXIMUM SPANS AND LOADS SHOWN ON THESE
DRAWINGS. REFERENCE CONSTRUCTION TESTING
CORPORATION (CTC), OF MIAMI, FL, TEST REPORT No. 02 -041.
10. TOP 4 BOTTOM DETAILS 51-1O11,N MAY BE
INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY
BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT
FOR MOUNTING CONDITIONS INCLUDING 'H' OR 'U' HEADERS.
11. ALL BOLTS 4 WASHERS SHALL BE ZINC COATED,
GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE
STRENGTH OF 60 K51.
• • ••• •
PRDDUCI•MARRING • •
(tCSTI�I. OP:ON� • • •
• • •••
• •• •
• • • •
• • •
:000: • 2.062'
• . i • • •
1312
••LI••• • • 0.067' • ••
-- 1.161' • • • • "'•'* • • 0
• • • • • I•r• • • •
• • • • • i• • • •• •
• • ••• • •
0250'
1-1.181'-d
• • • • • • • • � ' 4 1 EADER
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•• �-•1 I • 1 •
F • • • ••• •• 18ga TYP
(t = 0.0516'
r GALV STEEL,
GRADE 50)
r
1.00'
I 1.00' MIN.
5.000' MAX.
O J -PAN CLOSURE
11--1.815*
.043'
0.0 3
0.0931
0.015'
� B
0
I d? 0.063
0.015'
.063'
13 TOP 'H' TRACK
1 4 -20 5$. SIDEWALK
OR MACHINE BOLT 1
WASHERED WINGNUT 0
24' O.. TYP.
18 GA. GALV. STEEL
BENT PLATE (0.0418'
BM. THK) OR 2'x2'x.125'
6063 -T6 ALUM. ANGLE
EXISTING
CONCRETE. �4
HOLLOW
BLOCK OR
WOOD
FRAMING.
BUILD -OUT
DISTANCE
_I 4' MAX.
O CORNER CLOSURE DETAIL
0.062'
TYP
025 I r--
0'
-- 0250'
0.055j 0865'
WASHERED WINGNUT
1 0 (ZAt 3 ALLOY)
2 .061'-
0
1.935'
0
i
{
L0.053'
0.063
1.00'i _4-- 0.053'
14 BOTTOM 'H' TRACK
EXISTING
WINDOW
OVERLAP WALL BEYOND WINDOW DISTANCE
GREATER THAN OR EQUAL TO IS TIMES
BUILD -OUT DISTANCE (2001 FOC SECT. 2413.1.3)
ALUM. ANGLE ® OR J -PAN CLOSURE
PIECE 0 (SEE DETAILS ABOVE).
LEG DIRECTION MAY BE R
FASTENER 0 15' O.C. FOR DESIGN
LOADS LESS THAN OR EQUAL TO
/Yips(' (SEE ANCHOR SCHEDULE FOR
ANY ACCEPTABLE ANCHOR). FOR
DESIGN LOADS GREATER THAN
Slpsr,USE ALUM ANGLE CLOSURE
PIECE ONLY WITH ANCHORS 0 10' O.C.
O BUILD -OUT MOUNT CLOSURE DETAIL
N.T.S.
1 -2:000. 1
- 1.181' -
O 'U' HEADER
MAX
I MAX
2.00'
MIN.
3315' MAX.- -
0315 0315' -{
0.189'
% z La
m YP 0320• -
0.500' F 7 0.410'
0.550'
1.000'
t = 0.015' MIN.
KEYHOLE WASHER
GALV. STEEL GRADE S0
(USE IS OPTIONAL. REQUIRED
ONLY FOR USE WITH TRUSS
HEAD ANCHORS 1 CALK -IN)
1.000'
0
w
L
W
1.000'
O BUILD -OUT 'F' TRACK
80.158'
I5 TOP 'U' TRACK
025'
r MAX.
80301'
EXIST. CONC.
HOLLOW BLOCK
OR WOOD FRAMING.
0150'
0.388'
0.151.
cs,
TYP.
0 'F' TRACK
4.000'
1.000'
r0.125'
0.063'
TYP
12 HEADER END CAP
L150' DEEP TYPICAL
0.125'
f 0.093'
5313'
16 BOTTOM
0.063' --1
0.063'
II d.
1 L 0.093'
'U' TRACK
0.093' -
025'
\
0500'
OVERLAP
MINIMUM
EMBED
F TRAP MOUNT CLOSURE DETAIL
N.T.S.
1.000'
E ISTING CONCRETE. HOLLOW
BLOCK OR WOOD FRAMING
O WALL MOUNT CLOSURE DETAIL
N.T.S.
0215'
0.452'
0.655'
ALUM. ANGLE ® OR J -PAN CLOSURE
PIECE 0 (SEE DETAILS ABOVE).
LEG DIRECTION MAY BE REVERSED.
FASTENER 0 5' O.G. FOR DESIGN LOADS
LESS THAN OR EQUAL TO 8lpsf (SEE
ANCHOR SCHEDULE FOR ANY ACCEPTABLE
ANCI -IOPJ. FOR DESIGN LOADS GREATER
THAN Slper, USE ALUM ANGLE CLOSURE
PIECE ONLY WITH ANCHORS 0 10' O.C.
TOP MOUNT
(CONK TYPE
AS REQ'D)
BOTTOM
MOUNT
(CONK
TYPE As REQ'D)
L
TOP MOUNT (CONN
ITPC AS REQ'D)
WIDTH UNLIMITED
(PERP. TO PANEL SPAN)
150'
OPTIONAL V 4 -20 STITCH
BOLTS WITH WASHERED
WINGNUTS FASTENED O
OVERLAPS 9 MIDSPAN
(USE APPROPRIATE
SPAN TABLE)
' PLAN VIEW
R03IT
a \ 010111
I / , \I
O TYPICAL MOUNT ELEVATION
N.T.S.
BOTTOM
I BSTRUCTION I � O
_ t
BOTTOM MOUNT CONN
TYPE AS R.EQ'D)
025'
MAX
EXISTING
CONCRETE,
HOLLOW
BLOCK OR
WOOD
FRAMING
TYP. SECTIONS
LAST PANEL
BEFORE
OBSTRUCTION
TYPICAL
PANEL
OVERLAP
MAY BE AT
TOP 1 BOTTOM
_ -
0.315' MN.
EDGE DIST.
PANEL ABOVE
OBSTRUCTION
TYP. PANEL OVERLAP
OPTIONAL 1 4 -20 STITCH BOLTS WITH WASHERED
WINGNUTS FASTENED A OVERLAPS ® MIDSPAN
(USE APPROPRIATE SPAN TABLE)
O TYPICAL MOUNT ELEVATION AROUND OBSTRUCTION
B N.T.S. Vi._ { %f `,
07 7- 09 / a o
Approved as complyiug with the
Florida g £ e 03
Dote 2
Miami Wade Product !C®UtVOt
FRANK L. BENNARDO, P.E.
'P50046545
O
LL
REVISIONS
DESCRIPTION DATE
CCUNTY C 1'1ENTS 1/1(03
SCALE: 3' = I'
DRAWN BY: CL
LHELKEL) BY: FLB
PRINT DAl O 11/18/02
DWG- °: 02 -868 -111
SHEET:
OF 4
Positive
Load (pst'
Span
Less
Than:
Separation
(inches)
at <= 30'
Separation
(inches)
at > 30'
10' - 7"
6' - 0"
2.75"
1.22"
30
8' - 8"
2.75"
1.94"
39 ._
10' - 5"
3.00"
3.00"
9' -8"
6' - 0"
2.75"
1.25"
35
8' - 8"
2.75"
2.10"
50
10' - 0"
3.00"
3.00"
8'- 5"
6' - 0"
2.75"
1.29"
40
8' - 8"
2.75"
2.26"
65
9' - 8"
3.00"
3.00"
T - 6"
6' - 0"
2.75"
1.32"
45
8' - 8"
2.75"
2.41"
80
9' - 4"
2.92"
2.92"
50
6' - 0"
2.75"
1.36"
5' - 4"
8' - 10"
2.75"
2.73"
60
6' - 0"
2.75"
1.43"
4' -1"
8' - 1"
2.75"
2.44"
70
6' - 0"
2.75"
1.51"
7' - 6"
2.75
2.24
Load
W (psf)
No Stitch
Bolts
LMAx (ft)
Stitch Bolts
At Midspan
LMAx (ft)
25
10' - 7"
10' - 7"
30
10'- 5"
10'- 5"
35
10'- 0"
10'- 0"
39 ._
9'-_9"
9' -9"
40
9' -8"
9' -8"
45
9' - 4"
9' - 5"
49
8'- 11"
9'- 3"
50
8' - 10"
9' - 2"
55
8'- 5"
8'- 11"
58
8' - 2"
8' - 10"
60
8'- 1"
8'- 9"
65
7 - 9"
8' - 3"
70
T - 6"
7' -8"
72
7' - 4"
7' - 6"
75
7' - 2"
7' - 2"
80
6' - 9"
6' - 9"
90
6'- 0"
6'- 0"
100
5' - 4"
5' - 4"
110
4'- 10"
4'- 10"
120
4'- 6"
4'- 6"
130
4' -1"
4' -1"
EXISTING
CONCRETE,
HOLLOW BLOCK
OR WOOD
FRAMING (SEE
ANCHOR
SCHEDULE T3
BASED ON TYPE
OF STRUCTURE)
' ` EMBED
W F
a
w
REQ'D SEPARATION
FROM GLASS
(REF. TABLE T2)
EXISTING
GLAZING
*14 TEK SCREW OR
1 4 -20 MACHINE
SCREW d NUT 6 16*
O.C. (TYP ALL SIM.
CONNECTIONS
w0
CI CONNECTION TYPE
ANCHORS TO BE AT 12.5' OR 625' O.C.
(REFERENCE ANCHOR SCHEDULE T3
FOR MAX SPACING). USE REMOVABLE
ANCHORS ONLY
EXISTING
CONCRETE,
HOLLOW BLOCK
OR WOOD
FRAMING. SEE
ANCHOR SCHED.
BASED ON TYPE
OF STRUCTURE
REQ'D SEPARATION
FROM GLASS
(REF. TABLE T2)
C3 CONNECTION TYPE,
REFERENCE ANCIaOR
SCHEDULE T3 FOR MAX
SPACING SHORT LEG MAY BE
REVERSED TOWARDS
THE OPENING • •
0.500' Ea • • • • • •
Ea ' • •
• • •
ri
0.500'
C2 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE T3 FOR MAX
SPACING
G BUILD - OUT MOUNT SECTION
N.T.S.
'tea -20 x 3 4' 5.5. MACHINE
SCREWS 6 12.5' O.G.
C2 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE T3 FOR
MAX SPACING
'F' TRACK/DIRECT MOUNT SECTION
N.T.S.
}
• •
•• ••
• • •
• •
• •
•
••
•
•
•
•
J
W J
a_
0 111
1-
W
W W
N
% Z
1
I/4 -20 X
MACH NE SCREW
® 125' O.C.
astwittibe
om
• w, m122, oo
;.r.44-ztjar 13
tict
EXISTING- CONCRETE. HOLLOW
BLOCK OR WOOD FRAMING.
SEE ANCHOR SCHED. BASED
ON TYPE OF STRUCTURE.
•••
•
•
•
•
•
• •
• •
• •
■ ••• • • • • •••
02 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE T3 FOR
MA* SPACING
• • • •
0 a Ea
•
• •
• •
•••
• •
• •
• •
•
•s
•• •••
ANGLE •
IAAi• •
•
lD,• •
C2 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE T3 FOR
MAX.. SPACING
•
OPTIONAL BUILDOUT
MOUNTING CONFIGURATIONS
(AT HEADER OR SILL)
EXISTING CONCRETE.
HOLLOW BLOCK OR
WOOD FRAMING. SEE
ANCHOR 5CHED.BASED
TYPE OF STRUCTURE
• • •••
•• •• •
• • •
• •
• •
•
•
0
REa'D r.LASs
SEPAR DIST.
(SEE TABLE
T2 FOR MIN)
}
0
w o
EXISTING
GLAZING
MI
EMBED.
EMBED.
WALL MOUNT SECTION
N.TS.
EXISTING CONCRETE. HOLLOW BLOCK
OR WOOD FRAMING. SEE ANCHOR
SCI-IED. BASED ON TYPE OF STRUCTURE.
EXISTING CONCRETE. HOLLOW
BLOCK OR WOOD FRAMING-.
• SEE: •'SCHEDJBs45ED
ON TYPE OF STRUCTURE.
C3 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE T3 FOR
MAX. SPACING
10500'
0250'
025'
'4-20 X 3 4' 5.5.
MACHINE SCREW W/
WINGNUT 6125' O.C.
G2 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE T3 FOR MAX
SPACING
MA
0
EMBED
REQ'D SEPARATION
FROM GLASS
(REF. TABLE T2)
s- IiiteW"Airdr
wor
lo
1 4-20 x 3 4' 5.5
MACHINE SCREWS
6 12.5' O.C.
LEG DIR.
MAY BE
REVERSED
EXISTING
• GLAZING
fe
Ala
••� 025'
0 AX
025'
r
1 MAX
O CEILING/FLOOR MOUNT SECTION
N.T.S.
04 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE T3 FOR MAX.
SPACING
t
t
a
04 CONNECTION TYKE
REFERENCE ANCHOR
SCHEDULE T3 FOR MAX
SPACING
MAXIMUM ALLOWABLE
SPAN SCI- 1EDULE NOTES:
I. ENTER SPAN SCHEDULE WITH NEGATIVE DESIGN
LOAD TO DETERMINE MAXIMUM ALLOWABLE STORM
PANEL SPAN. SCHEDULE 15 ACCEPTABLE FOR USE
WITH POSITIVE LOADS LESS THAN OR EQUAL TO
NEGATIVE DESIGN LOADS.
2. INTERPOLATION BETWEEN LOADS I5
ACCEPTABLE, OTHERWISE USE NEXT NIGHER LOAD.
EXISTING
GLAZING
REQ'D SEPARATION
FROM GLASS
(REF. TABLE T2)
O K TRUSS MOUNT SECTION
N.T.5
EXISTING CONCRETE. I- IOLLOW
BLOCK OR WOOD FRAMING.
SEE ANCHOR SCHED. BASED
ON TYPE OF STRUCTURE.
EXISTING WOOD TRUSSES
fl 24' O.C. MAX
EXISTING
GLAZING
O OFFSET WALL MOUNT SECTION
NTS.
MINIMUM SEPARATION
0
TABLE T2 NOTES:
I. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN
LOAD TO DETERMINE MINIMUM ALLOWABLE STORM
PANEL SEPARATION FROM GLASS OR DOOR TO BE
PROTECTED. SCHEDULE 15 REQUIRED FOR USE WITH
POSITIVE LOADS ONLY.
2. INTERPOLATION BETWEEN LOADS IS
ACCEPTABLE, OTHERWISE USE NEXT NIGHER LOAD.
EXTERIOR
WALL FINISH
STEEL TUBE TO BOTTOM TRUSS
CHORDS W/ (3) 1 '4'x2' EMBED
LAG SCREWS a EACH TRUSS
(24' O.C. MAX)
4'x MIN STEEL TUBE
'U' HEADER TO ROLLED STEEL TUBE W/ CENTER
LAG (AS DESCRIBED ABOVE) g TRUSSES 4"14
SP1.S TO PLATE 6 6' O.C. BETWEEN TRUSSES
Lmax = S' -0' (MAX SPAN)
MAX DESIGN LOAD = 160 psI
ALUM OR GALV STEEL SPACER,
AS RECD.
EXTERIOR WALL FINISH,
PROTRUDING FROM
MOUNTING SURFACE
CI CONNECTION TYPE
ANCHORS TO BE AT 12.5' OR
625' 0C. (REFERENCE
ANCHOR SCHEDULE T3 FOR
MAX. SPACING) USE
REMOVABLE ANCHOR5 ONLY
FRANK L. SENNA
'PE0046545
z
(f) ^ ti)
- LL Z �.
Z>c(=
Z -L
0
0_
0
REVISIONS
DESCRIPTION
COUNTY CR"p7E'Rs
SCALE: 3 =
DRAWN BY: CL
C= HOCKED BY: FLB
1- 121Nf DATE: 1/15/02
DWG ': 02 -56S -III
SHEET:
2 OF 4
0
z
W
W
Z
Z
W
iD
L
9
3
DATE
1/)/03
EXISTING
GLAZING
PENETRATION
OR EMBED.
w
��— 4A101mml
o
41 iecn vVM MvNIa:I
EXISTING
GLAZING
EXISTING
CONCRETE,
HOLLOW BLOCK
OR WOOD
FRAMING. SEE
ANCHOR SCHED.
BASED ON TYPE
OF STRUCTURE
WALL MOUNT SECTION
WALL MOUNT TRACKS, N.T.5.
REQ'D GLASS SEP_
DIST. (SEE TABLE —
T2 FOR MINIMUM) A
EXISTING CONCRETE. HOLLOW BLOCK
OR WOOD FRAMING. SEE ANCHOR
SCHED. BASED ON TYPE OF STRUCTURE.
1365'
1365'
REQ'D GLASS SEP.
DIST. (SEE TABLE
T2 FOR MINIMUM)
1365'
G$ CONN TYPE
REF. ANCHOR
SCHED. T4 FOR
MAX. SPACING
Cl CONN TYPE
REF. ANCHOR SCHED.
T4 FOR MAX SPACING
O HEADER /SILL MOUNT SECTION
TRAP MOUNT TRACKS ON ANGLE, N.T.
EXISTING CONCRETE. •
HOLLOW BLOCK OR
WOOD FRAMING. SEE, •
ANCHOR SCHED. BASED •
ON TYPE OF STRUCTIIRE •
CB CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE T4 FOR • s
MAX. SPACINI ♦ • • e •
0.500' _• • • •
a • • •
• •
X
w! E• •• • •
• •
0.5
C6 CONNECTION TYPE
REFERENCE ANCI -IOR
SCHEDULE T4 FOR
MAX SPACING.
LEG MAY BE BENT
TO 30dee MAX
X
a r
LEG MAY BE BENT
TO 30deg MAX
1•• • •
•••
•
•
EXIST NG
GLAZING
••. (79T••. INTERIOR
i . •
• : • X:STING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING.
• • • • 46E6 ANC 1414ED. BASED ON TYPE OF STRUCTURE.
f AIP
•
•
• •
• • •
• 0 •
••• ••
0.50'
MAX
R. GLASS SEP. DIST.
(SEE TABLE T2 FOR MINIMUM)
O
o
_114
67 CEILING/FLOOR MOUNT SECTION
TRAP MOUNT TRACKS. N.T.5.
LIJ
wn
REQ'D GLASS
5EP. DIST.
(SEE TABLE T2
FOR MINIMUM)
EXISTING
CONCRETE,
HOLLOW BLOCK
OR WOOD
FRAMING. SEE
ANCHOR SCHED.
BASED ON TYPE
OF STRUCTURE
PENETRATION
OR EMBED.
O DIRECT WALL MOUNT SECTION
P BOTTOM DIRECT WALL MOUNT
(REF. DETAIL '5'). N.T.
0.500'
EMBED.
� � 1 !
I1p111111P11111w,vm111 11111 \III'
I�
•
EXISTING
GLAZING
C1 CONNECTION TYPE
REFERENCE ANCHOR
5C4EDULE T4 FOR MAX
SPACING
Cl CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE T4 FOR MAX. -
SPACING
EXISTING CONCRETE. HOLLOW
BLOCK OR WOOD FRAMING.
SEE ANCHOR SCHED. BASED
ON TYPE OF STRUCTURE.
G5 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE T4 FOR
MAX SPACING
{{{ ��� 1.00 `
MAX
LNT INSTALLATION DETAILS
OPTION A: (3) 1 4'
ELCO PANELMATES
AT BOTTOM OF
ADJACENT PANEL
FASTEN EACH PANEL ADJACENT TO LAST
PANEL e BOTTOM W/ (2) ELCO ° ANELMATES
(I) POWERS CALK -IN. ALTERNATIVELY,
USE (3) PANELMATES AND NOTCH BOTTOM
COMERS OF LAST PANEL TO FIT OVER
INNERMOST ANCHORS.
O Q HEADER TRACK ISOMETRIC
TOP TRACK, N.T.5.
CLIP LOCKS
END PANEL
FLUSH AGAINST
TOP TRACK
(1) HEADER END CAP
e END W/ (2)'14 5M5
TO TRACK
ADJACENT PANEL
TYP 12.5' •
COVERAGE
1'x030' PERFORATIONS
AT MIDSPAN FOR USE
WITH REMOVABLE
HANDLE AND /OR
PLASTIC KNOBS
(2) 11 4 -20 SS.
STITCH BOLTS
W/ WINGNUTS
EACH SIDE OF
LAST PANEL I
'H'- HEADER
a TOP, PER
DETAIL 'P'
OPT. A: 252' MAX NOTCH IN
LAST PANEL AROUND WINGNUT
O DIRECT WALL MOUNT EXTERIOR ELEVATION
BOTTOM DIRECT UTAt I MOUNT
(REF. DETAIL 'P), N.T.
LAST PANEL MOUNTED
FROM INSIDE OF BLDG
ADJACENT Eterestejo
TYPICAL
OVERLAP
OPTIONAL PLASTIC KNOB,
TO EASE PANEL SLIDING
(NON - STRUCTURAL, SEE
DETAIL TO LEFT)
O SILL TRACK ISOMETRIC
BOTTOM TRACK, N.T.5.
Approved as co p ylag sr s at
?Florida C e c�o3
Date 2
NOM
Miami Dade Prodeet
Division
E
N
I
PANEL 4iW °+ &' i AIWA t 0
.tAr iaz= o7 - o 9/ 7.03 —fl
'A.2
OPTION B: (2) 1 4' ELCO
PANELMATES AT BOTTOM
OF ADJACENT PANELS
OPT. B: (1) 1 '4 - POWERS
CALK -IN, CLOSEST TO LAST
PANEL (NO NOTCH REQ'D)
(I) I'x2'x0.092'xI
ANGLE a END W/ (2)
'14 5M5 TO TRACK
TOP 'H' -TRACK OR
TOP 'U' -TRACK
(FASTEN TO
STRUCTURE PER
SECTIONS TO LEFT)
BOTTOM 'H' TRACK
OR BOTTOM 'U'
TRACK (FASTEN TO
STRUCTURE PER
DETAILS M, N aO
TO LEFT)
FRANK L. BE
`PE0046549
0
REVISIONS
DESCRIPTION
COUNTY COMMENTS
SHEET:
3 OF 4
00
o
U Z
_Z w
v z
w
W
Z
Z1
W
u
3 in
DATE
1/)/03
SCALE: 3 _ ' (UN.O.)
DRAWN BY: CL
C,HECKEL) BY: FLB
PRIN r DATE: 11/18/02
DWG 0 : 02 -868- 1
1
HOLLOW CONC BLOCK
1/4" x1-1/4" EMBED
ELCO TAPCON
.
39
45
55
65
72
39
49
58
12.5"
12.5"
12.5"
16.0"
16.0"
16.0"
16.0"
12.7"
8.7"
15.8"
12.5"
10.5"
12.5"
6.25"
6.25"
15.5"
12.3"
10.4"
7.8"
5.2"
4.0"
9.9"
7.7"
6.5"
12.5"
6.25"
6.25"
12.6"
10.0"
9.7"
5.4"
3.8"
3.6"
7.9"
6.2"
6.0"
Tcap (Ib) = 218.00
9.0"
72
12.5"
13.2"
5.9"
8.3"
6.25"
9.7"
3.6"
6.0"
6.25"
9.7"
3.6"
6.0"
Vcap (Ib) = 398.00
65
130
6.25"
9.7"
3.6"
6.0"
6.25"
9.7"
3.6"
6.0"
6.25"
9.7"
3.6"
6.0"
114 "x7 /8" EMBED
16.0"
39
12.5"
16.0"
16.0"
16.0"
12.5"
16.0"
12.7"
10.3"
12.5"
16.0"
8.8"
8.3"
ALL - POINTS SOLID -SET
16.0"
49
12.5"
16.0"
16.0"
13.1"
12.5"
16.0"
8.5"
8.2"
12.5"
16.0"
6.2"
6.6"
LEAD SHIELD ANCHOR
*
58
12.5"
16.0"
14.3"
11.0"
12.5"
16.0"
6.6"
6.9"
12.5"
15.9"
5.9"
6.4"
Tcap (Ib)= 358
10.6"
72
12.5"
16.0"
9.6"
8.8"
12.5"
15.9"
5.9"
6.4"
12.5"
15.9"
5.9"
6.4"
Vcap (Ib) = 249
58
130
12.5"
15.9"
5.9"
6.4"
12.5"
15.9"
5.9"
6.4"
12.5"
15.9"
5.9"
6.4"
1/4" x 1 -1/4" EMBED
12.7" 12.5" 16.0" 7.1" 9.2"
39
12.5"
16.0"
16.0"
12.2"
12.5"
14.5"
7.3"
7.7"
6.25"
11.8"
5.1"
6.2"
ELCO PANELMATE
9.2"
49
12.5"
16.0"
11.9"
9.7"
6.25"
11.6"
4.9"
6.0"
6.25"
9.4"
3.6"
4.9"
49
*
58
12.5"
15.4"
8.2"
8.1"
6.25"
9.8"
3.8"
5.1"
6.25"
9.1"
3.4"
4.7"
Tcap (Ib) = 204.75
12.5"
72
6.25"
12.4"
5.5"
6.5"
6.25"
9.1"
3.4"
4.7"
6.25"
9.1"
3.4"
4.7"
Vcap (Ib) = 233.50
Vcap (Ib) = 565.00
130
6.25"
9.1"
3.4"
4.7"
6.25"
9.1"
3.4"
4.7"
6.25"
9.1"
3.4"
4.7"
HOLLOW CONC BLOCK
1/4" x 1 -1/4" EMBED
ELCO TAPCON
Tcap (Ib) = 218.00
Vcap (Ib) = 398.00
39
45
55
65
72
39
45
55
65
72
16.0"
16.0"
11.0"
6.4"
5.0"
16.0"
16.0"
16.0"
14.6"
13.2"
7.5"
5.2"
3.4"
15.5"
13.4"
11.0"
9.7"
9.7"
j
1/4 "x7 /8" EMBED
12.3"
39
16.0"
16.0"
12.4"
16.0"
ALL- POINTS SOLID -SET
9.0"
45
16.0"
16.0"
8.5"
16.0"
LEAD SHIELD ANCHOR
*
55
16.0"
16.0"
5.5"
16.0"
Tcap (Ib) = 358
Vcap (Ib) = 249
65
10.5"
16.0"
4.4"
15.9"
Vcap (Ib) = 249
39
72
8.2"
16.0"
4.4"
15.9"
1/4" x 1 -1/4" EMBED
9.7"
39
16.0"
16.0"
7.1"
14.5"
ELCO PANELMATE
5.6"
45
16.0"
16.0"
4.8"
12.6"
4.8"
*
55
10.3"
16.0"
3.2"
10.3"
Tcap (Ib) = 204.75
3.2"
65
6.0"
13.7"
8.0"
9.1"
Vcap (Ib) = 233.50
10.3"
72
4.7"
12.4"
A
9.1"
HOLLOW CONC BLOCK
1/4" x 1 - 1/4" EMBED
ELCO TAPCON
Tcap (lb) = 174.00
Vcap (Ib) = 318.00
39
45
55
65
72
12.6"
10.9"
8.9"
7.5"
6.8"
8.2"
7.1"
5.8"
4.9"
4.5"
8.0"
6.9"
5.7"
5.0"
5.0"
5.2"
4.5"
3.7"
3.3"
3.3"
114 "x7/8" EMBED
39
16.0"
12.3"
10.4"
7.8"
ALL - POINTS SOLID -SET
45
14.2"
10.7"
9.0"
6.8"
LEAD SHIELD ANCHOR *
55
11.7"
8.7"
7.4"
5.5"
Tcap (Ib) = 358
65
9.9"
7.4"
6.5"
4.9"
Vcap (Ib) = 249
72
8.9"
6.7"
6.5"
4.9"
1/4" x 1 -1/4" EMBED
39
11.2"
8.0"
7.1"
5.1"
ELCO PANELMATE
45
9.7"
6.9"
6.2"
4.4"
*
55
7.9"
5.6"
5.0"
3.6"
Tcap (Ib) = 201.50
65
6.7"
4.8"
4.4"
3.2"
Vcap (Ib) = 198.50
72
6.1"
4.3"
4.4"
3.2"
ANCHOR SPACING SCHEDULE • • ••• • • • •••
.• •• • • • • •• .• •
• • • • • • • • • •
•
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 51-1OWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE
2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL 4 ANCHOR TYPE. SELECT DESIGN
LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR
EQUAL TO SHUTTER SPAN.
3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
SHEETS 2 4 3 FOR IDENTIFICATION OF CONNECTION TYPE).
4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
5. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT
FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15
ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
ANCHOR SPACING SCHEDULE •
T4
C- I NS! DE"MOUNT-PANEL'S; °WALL MOUNT)
0
0
39
PENETR. LAG SCREW 45
55
Tcap (Ib) = 359.53 65
Vcap (Ib) = 82.97 72
1/4" x 2" THREAD
#14 x 1 -1/2" THREAD 39
PENETR. WOOD SCREW 45
55
Tcap (Ib) = 234.00 65
Vcap (Ib) = 96.74 72
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4-20 SCREW
Tcap (lb) = 231.50
Vcap (Ib) = 232.50
39
45
* 55
65
72
16.0"
16.0"
16.0"
10.6"
8.2"
0.75" EDGE DISTANCE
16.0"
16.0"
16.0"
16.0"
16.0"
12.4"
8.5"
5.6"
4.4"
4.4"
16.0"
16.0"
16.0"
16.0"
16.0"
16.0
16.0"
11.8"
6.9"
5.3"
16.0"
16.0"
11.7'
6.8"
5.3"
16.0"
16.0"
16.0"
15.7"
14.2"
16.0"
16.0"
16.0"
15.5"
14.0"
8.1"
5.5"
3.6"
8.0"
5.5"
3.6"
16.0"
14.4"
11.8"
10.4"
10.4"
16.0"
14.2"
11.7"
10.3"
10.3"
ANCHOR SPACINGS SCHEDULE
'f INSIDE "MOUNT PANELS, TRAP MOUNT)
0
0
114" x 2" THREAD
39
PENETR. LAG SCREW 45
55
Tcap (Ib) = 359.53 65
Vcap (Ib) = 82.97 72
#14 x 1 -1/2" THREAD 39
PENETR. WOOD SCREW 45
55
Tcap (Ib) = 234.00 65
Vcap (Ib) = 96.74 72
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4 -20 SCREW
Tcap (lb) = 231.50
Vcap (Ib) = 232.50
39
45
* 55
65
72
0.75" EDGE DISTANCE
7.5"
6.5"
5.3"
4.5"
4.1"
6.5"
57"
4.6"
3.9"
3.5"
7.7"
6.6"
5.4"
4.6"
4.1"
6.2"
5.4"
4.4"
3.7"
3.3"
13.0"
11.2"
9.2"
7.8"
7.0"
9.2"
8.0"
6.5"
5.5"
5.0"
4.8" 4.2"
4.1" 3.6"
3.4"
4.
4.
3.
3.
3.
9" 3.9"
2" 3.4"
4" j
0"
8.2"
7.1"
5.8"
5.1"
5.1"
5.8"
5.1"
4.1"
3.7"
3.7"
WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER 51-IALL BE LOCATED IN CENTER
OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD
SHALL BE 'SOUTHERN PINE' G =055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX
HEAD.
-. * DESIGNATES REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS.
8. MACHINE SCREWS 51-IALL HAVE MINIMUM OF '� ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE
EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. ZEOULTEaniao
'3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. Its I0. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. 1 74 8 2
Z•lit22- 0
Approved tpl, 8aig with tke
!Florida svi 23 o
PJ ®401 0 � i I'1-o • 0 2.
Miami Dade Frodua Coaf9a l
FRANK L. BENNARDO. P.E.
'PE0046549
, (71
d
9 m
= ril <n
= IL (n
X 0 4
. 4 CO
F m
(V N
0 Q Fri
• 0
tt dl
0
l7
W
W
z
W
IL
3
3
U
crc
z
J
z
1
0_
0
(0
1
t!L
0
J
IL;L
W -t
z
W cc
I r
S
• 4
CV j
Z
D� I
0
COUNTY CO'1ENTS
SHEET:
4 OF 4
03
REVISIONS
DESCRIPTION DATE
VI /03
SCALE: N.T.S.
DRAWN BY: CL
CHEGK.ED BY: FLB
PRIN f DA rE: 41/18/0
DWG "o D2- 868 -III
0.G frazt`'..a
EMAIL: FIRANK6FLBENGINEERING.COM
2.0" EDGE DISTANCE
EXIST.
STRUCT.
ANCHOR
LOAD
(psf)
z " M4DISIANct . :.
SPANS UP TO
8.67 ft
CONN TYPE
C7 C8
CONCRETE
1/4" x 1 -3/4" EMBED
!EXIST.
STRUCT.
ANCHOR
15.3"
LOAD
(psf)
SPANS
TO
C1
UP
5.50
CONN TYPE
it
•••
t4s
SPANS UP
TO 8.67 ft •
••• COIN TAt •
SPANS
TO
•
: GI
UP
10.67
TYPE
ft
C4
C2
C3
:C4 C2. . • CS
C2
C3
I CONCRETE
1/4" x 1 -3/4" EMBED
65
39
12.5"
16.0"
16.0"
18sO
T " 1670i 1&0 16.154
11.6"
16.0"
11.9"
13.5"
ELCO TAPCON
39
49
12.5"
16.0"
16.0"
16.0" 12.5" 16.0" 11.6" 13.3"
12.5"
16.0"
8.4"
10.7"
(MIN 3320 PSI CONC)
LEAD SHIELD ANCHOR *
58
12.5"
16.0"
16.0"
16.0" 12.5" 16.0" 8.9" 11.1"
12.5"
16.0"
8.0"
10.3"
Tcap (lb) = 483.00
6.7"
72
12.5"
16.0"
13.0 "•
14.3''f2. :" :16•Q: $0l le.3"
.'x`25"
46.0"
8.0"
10.3"
Vcap (Ib) = 475.00 •
10.3"
130
12.5"
16.0"
8.0"
10.3" '42..x'";1 $Q'' =0.3"
1
16.0"
8.0"
10.3"
114 "x7/8" EMBED
8.2"
39
12.5"
16.0"
16.0"
16.0." 1T2.C" :16'r 1 :2 354)"
•1v5"
16.0"
10.6"
12.1"
ALL- POINTS SOLID -SET
8.8"
49
12.5"
16.0"
16.0"
16.0" 12.5" 16.0" 10.2" 11.8"
12.5"
16.0"
7.5"
9.5"
LEAD SHIELD ANCHOR
*
58
12.5"
16.0"
16.0"
16.0" 12.5" 16.0" 7.9" 9.9"
12.5"
16.0"
7.1"
9.2"
Tcap (Ib) = 428
12.5"
72
12.5"
16.0"
11.5"
12.7" 12.5" 16.0" 7.1" 9.2"
12.5"
16.0"
7.1"
9.2"
Vcap (Ib) = 429
130
12.5"
16.0"
7.1"
9.2" 12.5" 16.0" 7.1" 9.2"
12.5"
16.0"
7.1"
9.2"
114" x 2" EMBED
3.9"
39
12.5"
16.0"
16.0"
16.0" 12.5" 16.0" 13.3" 15.7"
12.5"
16.0"
9.2"
12.6"
ELCO PANELMATE
12.5"
49
12.5"
16.0"
16.0"
16.0" 12.5" 16.0" 8.9" 12.4"
12.5"
16.0"
6.5"
9.9"
(MIN 3350 PSI CONC)
*
58
12.5"
16.0"
14.9"
16.0" 12.5" 16.0" 6.9" 10.4"
12.5"
16.0"
6.2"
9.6"
Tcap (lb) = 372.00
8.7"
72
12.5"
16.0"
10.0"
13.3" 12.5" 16.0" 6.2" 9.6"
12.5"
16.0"
6.2"
9.6"
Vcap (Ib) = 565.00
14.0"
130
12.5"
16.0"
6.2"
9.6" 12.5" 16.0" 6.2" 9.6"
12.5"
16.0"
6.2"
9.6"
ANCHOR SPACING SCHEDULE • • ••• • • • •••
.• •• • • • • •• .• •
• • • • • • • • • •
•
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 51-1OWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE
2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL 4 ANCHOR TYPE. SELECT DESIGN
LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR
EQUAL TO SHUTTER SPAN.
3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
SHEETS 2 4 3 FOR IDENTIFICATION OF CONNECTION TYPE).
4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
5. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT
FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15
ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
ANCHOR SPACING SCHEDULE •
T4
C- I NS! DE"MOUNT-PANEL'S; °WALL MOUNT)
0
0
39
PENETR. LAG SCREW 45
55
Tcap (Ib) = 359.53 65
Vcap (Ib) = 82.97 72
1/4" x 2" THREAD
#14 x 1 -1/2" THREAD 39
PENETR. WOOD SCREW 45
55
Tcap (Ib) = 234.00 65
Vcap (Ib) = 96.74 72
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4-20 SCREW
Tcap (lb) = 231.50
Vcap (Ib) = 232.50
39
45
* 55
65
72
16.0"
16.0"
16.0"
10.6"
8.2"
0.75" EDGE DISTANCE
16.0"
16.0"
16.0"
16.0"
16.0"
12.4"
8.5"
5.6"
4.4"
4.4"
16.0"
16.0"
16.0"
16.0"
16.0"
16.0
16.0"
11.8"
6.9"
5.3"
16.0"
16.0"
11.7'
6.8"
5.3"
16.0"
16.0"
16.0"
15.7"
14.2"
16.0"
16.0"
16.0"
15.5"
14.0"
8.1"
5.5"
3.6"
8.0"
5.5"
3.6"
16.0"
14.4"
11.8"
10.4"
10.4"
16.0"
14.2"
11.7"
10.3"
10.3"
ANCHOR SPACINGS SCHEDULE
'f INSIDE "MOUNT PANELS, TRAP MOUNT)
0
0
114" x 2" THREAD
39
PENETR. LAG SCREW 45
55
Tcap (Ib) = 359.53 65
Vcap (Ib) = 82.97 72
#14 x 1 -1/2" THREAD 39
PENETR. WOOD SCREW 45
55
Tcap (Ib) = 234.00 65
Vcap (Ib) = 96.74 72
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4 -20 SCREW
Tcap (lb) = 231.50
Vcap (Ib) = 232.50
39
45
* 55
65
72
0.75" EDGE DISTANCE
7.5"
6.5"
5.3"
4.5"
4.1"
6.5"
57"
4.6"
3.9"
3.5"
7.7"
6.6"
5.4"
4.6"
4.1"
6.2"
5.4"
4.4"
3.7"
3.3"
13.0"
11.2"
9.2"
7.8"
7.0"
9.2"
8.0"
6.5"
5.5"
5.0"
4.8" 4.2"
4.1" 3.6"
3.4"
4.
4.
3.
3.
3.
9" 3.9"
2" 3.4"
4" j
0"
8.2"
7.1"
5.8"
5.1"
5.1"
5.8"
5.1"
4.1"
3.7"
3.7"
WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER 51-IALL BE LOCATED IN CENTER
OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD
SHALL BE 'SOUTHERN PINE' G =055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX
HEAD.
-. * DESIGNATES REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS.
8. MACHINE SCREWS 51-IALL HAVE MINIMUM OF '� ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE
EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. ZEOULTEaniao
'3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. Its I0. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. 1 74 8 2
Z•lit22- 0
Approved tpl, 8aig with tke
!Florida svi 23 o
PJ ®401 0 � i I'1-o • 0 2.
Miami Dade Frodua Coaf9a l
FRANK L. BENNARDO. P.E.
'PE0046549
, (71
d
9 m
= ril <n
= IL (n
X 0 4
. 4 CO
F m
(V N
0 Q Fri
• 0
tt dl
0
l7
W
W
z
W
IL
3
3
U
crc
z
J
z
1
0_
0
(0
1
t!L
0
J
IL;L
W -t
z
W cc
I r
S
• 4
CV j
Z
D� I
0
COUNTY CO'1ENTS
SHEET:
4 OF 4
03
REVISIONS
DESCRIPTION DATE
VI /03
SCALE: N.T.S.
DRAWN BY: CL
CHEGK.ED BY: FLB
PRIN f DA rE: 41/18/0
DWG "o D2- 868 -III
0.G frazt`'..a
EMAIL: FIRANK6FLBENGINEERING.COM
2.0" EDGE DISTANCE
EXIST.
STRUCT.
ANCHOR
LOAD
(psf)
SPANS UP TO
5.50 ft
CONN TYPE
C7 C8
SPANS UP TO
8.67 ft
CONN TYPE
C7 C8
CONCRETE
1/4" x 1 -3/4" EMBED
39
16.0"
15.3"
13.6"
9.7"
ELCO TAPCON
45
16.0"
13.2"
11.8"
8.4"
(MIN 3320 PSI CONC)
55
15.2"
10.8"
9.6"
6.9"
Tcap (Ib) = 386.40
65
12.9"
9.2"
8.5"
6.0"
Vcap (Ib) = 380.00
72
11.6"
8.3"
8.5"
6.0"
1/4 "x7 /8" EMBED
39
16.0"
16.0"
15.2"
10.8"
ALL - POINTS SOLID -SET
45
16.0"
14.7"
13.2"
9.3"
LEAD SHIELD ANCHOR *
55
16.0"
12.0"
10.8"
7.6"
Tcap (lb) = 428
65
14.4"
10.2"
9.5"
6.7"
Vcap (Ib) = 429
72
13.0"
9.2"
9.5"
6.7"
1/4" x 2" EMBED
39
16.0"
11.6"
10.3"
7.4"
ELCO PANELMATE
45
14.1"
10.1"
8.9"
6.4"
(MIN 3350 PSI CONC) *
55
11.5"
8.2"
7.3"
5.2"
Tcap (IN = 297.60
65
9.7"
7.0"
6.4"
4.6"
Vcap (Ib) = 282.50
72
8.8"
6.3"
6.4"
4.6"
ANCHOR SPACING SCHEDULE • • ••• • • • •••
.• •• • • • • •• .• •
• • • • • • • • • •
•
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 51-1OWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE
2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL 4 ANCHOR TYPE. SELECT DESIGN
LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR
EQUAL TO SHUTTER SPAN.
3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
SHEETS 2 4 3 FOR IDENTIFICATION OF CONNECTION TYPE).
4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
5. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT
FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15
ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
ANCHOR SPACING SCHEDULE •
T4
C- I NS! DE"MOUNT-PANEL'S; °WALL MOUNT)
0
0
39
PENETR. LAG SCREW 45
55
Tcap (Ib) = 359.53 65
Vcap (Ib) = 82.97 72
1/4" x 2" THREAD
#14 x 1 -1/2" THREAD 39
PENETR. WOOD SCREW 45
55
Tcap (Ib) = 234.00 65
Vcap (Ib) = 96.74 72
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4-20 SCREW
Tcap (lb) = 231.50
Vcap (Ib) = 232.50
39
45
* 55
65
72
16.0"
16.0"
16.0"
10.6"
8.2"
0.75" EDGE DISTANCE
16.0"
16.0"
16.0"
16.0"
16.0"
12.4"
8.5"
5.6"
4.4"
4.4"
16.0"
16.0"
16.0"
16.0"
16.0"
16.0
16.0"
11.8"
6.9"
5.3"
16.0"
16.0"
11.7'
6.8"
5.3"
16.0"
16.0"
16.0"
15.7"
14.2"
16.0"
16.0"
16.0"
15.5"
14.0"
8.1"
5.5"
3.6"
8.0"
5.5"
3.6"
16.0"
14.4"
11.8"
10.4"
10.4"
16.0"
14.2"
11.7"
10.3"
10.3"
ANCHOR SPACINGS SCHEDULE
'f INSIDE "MOUNT PANELS, TRAP MOUNT)
0
0
114" x 2" THREAD
39
PENETR. LAG SCREW 45
55
Tcap (Ib) = 359.53 65
Vcap (Ib) = 82.97 72
#14 x 1 -1/2" THREAD 39
PENETR. WOOD SCREW 45
55
Tcap (Ib) = 234.00 65
Vcap (Ib) = 96.74 72
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4 -20 SCREW
Tcap (lb) = 231.50
Vcap (Ib) = 232.50
39
45
* 55
65
72
0.75" EDGE DISTANCE
7.5"
6.5"
5.3"
4.5"
4.1"
6.5"
57"
4.6"
3.9"
3.5"
7.7"
6.6"
5.4"
4.6"
4.1"
6.2"
5.4"
4.4"
3.7"
3.3"
13.0"
11.2"
9.2"
7.8"
7.0"
9.2"
8.0"
6.5"
5.5"
5.0"
4.8" 4.2"
4.1" 3.6"
3.4"
4.
4.
3.
3.
3.
9" 3.9"
2" 3.4"
4" j
0"
8.2"
7.1"
5.8"
5.1"
5.1"
5.8"
5.1"
4.1"
3.7"
3.7"
WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER 51-IALL BE LOCATED IN CENTER
OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD
SHALL BE 'SOUTHERN PINE' G =055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX
HEAD.
-. * DESIGNATES REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS.
8. MACHINE SCREWS 51-IALL HAVE MINIMUM OF '� ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE
EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. ZEOULTEaniao
'3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. Its I0. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. 1 74 8 2
Z•lit22- 0
Approved tpl, 8aig with tke
!Florida svi 23 o
PJ ®401 0 � i I'1-o • 0 2.
Miami Dade Frodua Coaf9a l
FRANK L. BENNARDO. P.E.
'PE0046549
, (71
d
9 m
= ril <n
= IL (n
X 0 4
. 4 CO
F m
(V N
0 Q Fri
• 0
tt dl
0
l7
W
W
z
W
IL
3
3
U
crc
z
J
z
1
0_
0
(0
1
t!L
0
J
IL;L
W -t
z
W cc
I r
S
• 4
CV j
Z
D� I
0
COUNTY CO'1ENTS
SHEET:
4 OF 4
03
REVISIONS
DESCRIPTION DATE
VI /03
SCALE: N.T.S.
DRAWN BY: CL
CHEGK.ED BY: FLB
PRIN f DA rE: 41/18/0
DWG "o D2- 868 -III
0.G frazt`'..a
EMAIL: FIRANK6FLBENGINEERING.COM
2.5" EDGE DIST.
SPANS UP TO
5.50 ft
SPANS UP TO
8.67 ft
1ST
RUC
ANCHOR
LOAD
CONN TYPE
CONN TYPE
12.5"
16.0"
(psf)
C5 C6
C5 C6
CONCRETE
1/4" x 1 - 3/4" EMBED
39
16.0" 16.0"
16.0" 16.0"
ELCO TAPCON
45
16.0" 16.0"
11.4" 16.0"
(MIN 3320 PSI CONC)
55
16.0" 16.0"
7.5" 16.0"
Tcap jib) = 483.00
65 •
14.2" - 46:0" .
6.0" 16:0"
Vcap (lb) = 475.00
72
11.0" 16.0"
6.0" 16.0"
1/4 "x7/8" EMBED
39
16.0" 16.0"
14.8" 16.0"
ALL - POINTS SOLID -SET
45
16.0" 16.0"
10.1" 16.0"
LEAD SHIELD ANCHOR *
55
16.0" 16.0"
6.6" 16.0"
Tcap (lb) = 428
65
12.6" 16.0"
5.3" 16.0"
Vcap (Ib) = 429
72
9.8" 16.0"
5.3" 16.0"
1/4" x 2" EMBED
39
16.0" 16.0"
12.9" 16.0"
ELCO PANELMATE
45
16.0" 16.0"
8.8" 16.0"
(MIN 3350 PSI CONC) *
55
16.0" 16.0"
5.8" 16.0"
Tcap (Ib) = 372.00
65
11.0" 16.0"
4.6" 16.0"
Vcap (Ib) = 565.00 .
72
8.5" 16.0"
4.6" 16.0" ,
ANCHOR SPACING SCHEDULE • • ••• • • • •••
.• •• • • • • •• .• •
• • • • • • • • • •
•
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 51-1OWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE
2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL 4 ANCHOR TYPE. SELECT DESIGN
LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR
EQUAL TO SHUTTER SPAN.
3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
SHEETS 2 4 3 FOR IDENTIFICATION OF CONNECTION TYPE).
4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
5. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT
FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15
ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
ANCHOR SPACING SCHEDULE •
T4
C- I NS! DE"MOUNT-PANEL'S; °WALL MOUNT)
0
0
39
PENETR. LAG SCREW 45
55
Tcap (Ib) = 359.53 65
Vcap (Ib) = 82.97 72
1/4" x 2" THREAD
#14 x 1 -1/2" THREAD 39
PENETR. WOOD SCREW 45
55
Tcap (Ib) = 234.00 65
Vcap (Ib) = 96.74 72
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4-20 SCREW
Tcap (lb) = 231.50
Vcap (Ib) = 232.50
39
45
* 55
65
72
16.0"
16.0"
16.0"
10.6"
8.2"
0.75" EDGE DISTANCE
16.0"
16.0"
16.0"
16.0"
16.0"
12.4"
8.5"
5.6"
4.4"
4.4"
16.0"
16.0"
16.0"
16.0"
16.0"
16.0
16.0"
11.8"
6.9"
5.3"
16.0"
16.0"
11.7'
6.8"
5.3"
16.0"
16.0"
16.0"
15.7"
14.2"
16.0"
16.0"
16.0"
15.5"
14.0"
8.1"
5.5"
3.6"
8.0"
5.5"
3.6"
16.0"
14.4"
11.8"
10.4"
10.4"
16.0"
14.2"
11.7"
10.3"
10.3"
ANCHOR SPACINGS SCHEDULE
'f INSIDE "MOUNT PANELS, TRAP MOUNT)
0
0
114" x 2" THREAD
39
PENETR. LAG SCREW 45
55
Tcap (Ib) = 359.53 65
Vcap (Ib) = 82.97 72
#14 x 1 -1/2" THREAD 39
PENETR. WOOD SCREW 45
55
Tcap (Ib) = 234.00 65
Vcap (Ib) = 96.74 72
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4 -20 SCREW
Tcap (lb) = 231.50
Vcap (Ib) = 232.50
39
45
* 55
65
72
0.75" EDGE DISTANCE
7.5"
6.5"
5.3"
4.5"
4.1"
6.5"
57"
4.6"
3.9"
3.5"
7.7"
6.6"
5.4"
4.6"
4.1"
6.2"
5.4"
4.4"
3.7"
3.3"
13.0"
11.2"
9.2"
7.8"
7.0"
9.2"
8.0"
6.5"
5.5"
5.0"
4.8" 4.2"
4.1" 3.6"
3.4"
4.
4.
3.
3.
3.
9" 3.9"
2" 3.4"
4" j
0"
8.2"
7.1"
5.8"
5.1"
5.1"
5.8"
5.1"
4.1"
3.7"
3.7"
WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER 51-IALL BE LOCATED IN CENTER
OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD
SHALL BE 'SOUTHERN PINE' G =055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX
HEAD.
-. * DESIGNATES REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS.
8. MACHINE SCREWS 51-IALL HAVE MINIMUM OF '� ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE
EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. ZEOULTEaniao
'3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. Its I0. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. 1 74 8 2
Z•lit22- 0
Approved tpl, 8aig with tke
!Florida svi 23 o
PJ ®401 0 � i I'1-o • 0 2.
Miami Dade Frodua Coaf9a l
FRANK L. BENNARDO. P.E.
'PE0046549
, (71
d
9 m
= ril <n
= IL (n
X 0 4
. 4 CO
F m
(V N
0 Q Fri
• 0
tt dl
0
l7
W
W
z
W
IL
3
3
U
crc
z
J
z
1
0_
0
(0
1
t!L
0
J
IL;L
W -t
z
W cc
I r
S
• 4
CV j
Z
D� I
0
COUNTY CO'1ENTS
SHEET:
4 OF 4
03
REVISIONS
DESCRIPTION DATE
VI /03
SCALE: N.T.S.
DRAWN BY: CL
CHEGK.ED BY: FLB
PRIN f DA rE: 41/18/0
DWG "o D2- 868 -III
0.G frazt`'..a
EMAIL: FIRANK6FLBENGINEERING.COM
0.75" EDGE DISTANCE
a
1/4" x 2" THREAD
39
12.5"
16.0"
16.0"
7.5"
12.5"
16.0"
12.8" 4.8"
12.5"
16.0"
8.9" 3.9"
PENETR. LAG SCREW
49
12.5"
16.0"
16.0"
6.0"
12.5"
16.0"
8.6" 3.8"
12.5"
16.0"
6.3" 3.1"
58
12.5"
16.0"
14.4"
5.1"
12.5"
16.0"
6.6" 3.2"
12.5"
16.0"
6.0" r
Tcap (Ib) = 359.53
72
12.5"
16.0"
9.6"
4.1"
12.5"
16.0"
6.0"
12.5"
16.0"
6.0"
/
Vcap (Ib) = 82.97
130
12.5"
16.0"
6.0"
12.5"
16.0"
6.0" A
12.5"
16.0"
6.0"
#14 x 1 -1/2" THREAD
39
12.5"
16.0"
16.0"
7.7"
12.5"
16.0"
8.3" 4.8"
12.5"
13.5"
5.8" . 3.9"
PENETR. WOOD SCREW
49 .
12.5"
16.0"
13.6"
6.1"
12.5"
13.2"
5.6" 3.8"
6.25"
10.7'
4.1" 3.1"
•
58
12.5"
16.0"
9.3"
5.1"
6.25"
11.2"
4.3" 3.2"
6.25"
10.4"
3.9" j
Tcap (Ib) = 234.00
72
12.5"
14.2"
6.3"
4.1"
6.25"
10.4" .
3.9" j
6.25"
10.4"
3.9" j
Vcap (Ib) = 96.74
130
6.25"
10.4"
3.9"
��O/////// //////j/�
6.25"
10.4"
3.9" /
6.25"
10.4"
3.9"
7/16" x 5/8" EMBED
39
12.5"
16.0"
16.0"
13.0"
12.5"
16.0"
8.3" 8.1"
12.5"
13.4"
5.7" 6.6"
BRASS BUSHING &
49
12.5"
16.0"
13.5"
10.3"
12.5"
13.1"
5.5" 6.4"
6.25"
10.6"
4.0" 5.2"
1/4 -20 SCREW
*
58
12.5"
16.0"
9.2"
8.7"
6.25"
11.1"
4.3" 5.4"
6.25"
10.3"
3.8" 5.0"
Tcap (Ib) = 231.50
72
12.5"
14.0"
6.2"
6.9"
6.25"
10.3"
3.8" 5.0"
6.25"
10.3"
3.8" 5.0"
Vcap (Ib) = 232.50
130
6.25"
10.3"
3.8"
5.0"
6.25"
10.3"
3.8" 5.0"
6.25"
10.3"
3.8" 5.0"
ANCHOR SPACING SCHEDULE • • ••• • • • •••
.• •• • • • • •• .• •
• • • • • • • • • •
•
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 51-1OWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE
2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL 4 ANCHOR TYPE. SELECT DESIGN
LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR
EQUAL TO SHUTTER SPAN.
3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
SHEETS 2 4 3 FOR IDENTIFICATION OF CONNECTION TYPE).
4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
5. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT
FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15
ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
ANCHOR SPACING SCHEDULE •
T4
C- I NS! DE"MOUNT-PANEL'S; °WALL MOUNT)
0
0
39
PENETR. LAG SCREW 45
55
Tcap (Ib) = 359.53 65
Vcap (Ib) = 82.97 72
1/4" x 2" THREAD
#14 x 1 -1/2" THREAD 39
PENETR. WOOD SCREW 45
55
Tcap (Ib) = 234.00 65
Vcap (Ib) = 96.74 72
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4-20 SCREW
Tcap (lb) = 231.50
Vcap (Ib) = 232.50
39
45
* 55
65
72
16.0"
16.0"
16.0"
10.6"
8.2"
0.75" EDGE DISTANCE
16.0"
16.0"
16.0"
16.0"
16.0"
12.4"
8.5"
5.6"
4.4"
4.4"
16.0"
16.0"
16.0"
16.0"
16.0"
16.0
16.0"
11.8"
6.9"
5.3"
16.0"
16.0"
11.7'
6.8"
5.3"
16.0"
16.0"
16.0"
15.7"
14.2"
16.0"
16.0"
16.0"
15.5"
14.0"
8.1"
5.5"
3.6"
8.0"
5.5"
3.6"
16.0"
14.4"
11.8"
10.4"
10.4"
16.0"
14.2"
11.7"
10.3"
10.3"
ANCHOR SPACINGS SCHEDULE
'f INSIDE "MOUNT PANELS, TRAP MOUNT)
0
0
114" x 2" THREAD
39
PENETR. LAG SCREW 45
55
Tcap (Ib) = 359.53 65
Vcap (Ib) = 82.97 72
#14 x 1 -1/2" THREAD 39
PENETR. WOOD SCREW 45
55
Tcap (Ib) = 234.00 65
Vcap (Ib) = 96.74 72
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4 -20 SCREW
Tcap (lb) = 231.50
Vcap (Ib) = 232.50
39
45
* 55
65
72
0.75" EDGE DISTANCE
7.5"
6.5"
5.3"
4.5"
4.1"
6.5"
57"
4.6"
3.9"
3.5"
7.7"
6.6"
5.4"
4.6"
4.1"
6.2"
5.4"
4.4"
3.7"
3.3"
13.0"
11.2"
9.2"
7.8"
7.0"
9.2"
8.0"
6.5"
5.5"
5.0"
4.8" 4.2"
4.1" 3.6"
3.4"
4.
4.
3.
3.
3.
9" 3.9"
2" 3.4"
4" j
0"
8.2"
7.1"
5.8"
5.1"
5.1"
5.8"
5.1"
4.1"
3.7"
3.7"
WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER 51-IALL BE LOCATED IN CENTER
OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD
SHALL BE 'SOUTHERN PINE' G =055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX
HEAD.
-. * DESIGNATES REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS.
8. MACHINE SCREWS 51-IALL HAVE MINIMUM OF '� ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE
EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. ZEOULTEaniao
'3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. Its I0. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. 1 74 8 2
Z•lit22- 0
Approved tpl, 8aig with tke
!Florida svi 23 o
PJ ®401 0 � i I'1-o • 0 2.
Miami Dade Frodua Coaf9a l
FRANK L. BENNARDO. P.E.
'PE0046549
, (71
d
9 m
= ril <n
= IL (n
X 0 4
. 4 CO
F m
(V N
0 Q Fri
• 0
tt dl
0
l7
W
W
z
W
IL
3
3
U
crc
z
J
z
1
0_
0
(0
1
t!L
0
J
IL;L
W -t
z
W cc
I r
S
• 4
CV j
Z
D� I
0
COUNTY CO'1ENTS
SHEET:
4 OF 4
03
REVISIONS
DESCRIPTION DATE
VI /03
SCALE: N.T.S.
DRAWN BY: CL
CHEGK.ED BY: FLB
PRIN f DA rE: 41/18/0
DWG "o D2- 868 -III
0.G frazt`'..a
EMAIL: FIRANK6FLBENGINEERING.COM
SEE NOTE 4
ON SHT. 4
SEE GLAZING
DETAILS,
SHEET 7
SEE NOTE 6
ON SHT. 4
0.75
® SEE NOTE 5
ON SHT. 4
\__SEE DETAIL 5
ON SHEET 5
HORIZONTAL CROSS SECTION
\.,V AT SIDEUTE TO LATCH JAMB
NOTES;
1. SPACING FOR ITEM 126 THE 110 x 1' PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL 10 THE INACTIVE DOOR IS
AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP: 1.0', Z5", 4.0; 5.5', 13.0', 18.0' & 26.0 ".
2. SPACING FOR REIN 123 THE 18 x 1 1/2' PLASCREW 1S AS FOLLOWS:
TOP & BOTTOM. HORRONT I I Y SD IE 3.0 IN FROM EACH CORNER
ON THE SIDES. VERRTCALLY. FOR THE SIDEUTE PANELS; 3.0', 13.0 ; 26.0', 39.0', 520' & 63.0'.
3. SPACING FOR REM 131 THE 16GA x 3/4' BRAD TRIM NAIL ATTACHING THE QUARTER ROUND 10 THE SIDELITE AND
ITEM 19 THE 1600. X 1' BRAD TRIM NAIL ATTACHING THE MULLION CAP 10 THE MUWON BAR VERTICALLY, IS AS
FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR THE 3/8' QUARTER ROUND); 1.25' IN FROM EACH CORNER WITH
(1) NAIL MID -SPAN.
ON THE SIDES VERBALLY ALLY (FOR BOTH 3/8' OUARTFR ROUND & M ' ' CAP); 1.25' FROM EACH END & SIX MORE
EQUALLY SPACED ON THE FIELD.
4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE REM 125, A 18 x 2 1/2' PFH WOOD SCREW.
WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MUWON USE ITEM 124, A 18 x 2
PFH WOOD SCREW.
5. SPACING FOR ITEM 125 THE 18 x 2 1/2 PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MUWON,
15 AS FOLLOWS: 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD,
6. THE SIDELRE PANEL IS SECURED INTO THE SIDEUTE JAMB W/ ITEM 129 SILICONE CAULK ON THREE SIDES AND
3/8' QUARTER ROUNDS SECURED WITH REM 131 BRAD TRIM NAILS x 3/4' LONG
7. WHEN ATTACHING THE HINGE Ti) THE JAMB AND BUCK USE ITEM 127, A 110 x 2' PFH SCREW. WHEN ATTACHING
THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MUWON USE REM 114, A 110 x 1 3/4 PFH WOOD SCREW.
8. SPACING FOR ITEM 149 THE 16 x 1 1/2 PANHEAD SCREW (TRINITY UTEFRAME) IS AS FOLLOWS:
SIDELITE LITEFRAME FROM THE TOP DOWN VERTICALLY. 3.25; 18.0625', 32.8125 ", 47.5625' & 62.625 ° .
51DELRE UTEFRAME TOP & BOTTOM. FROM THE LEFT: ONE (1) SCREW AT 4.4375'.
9. ALTERNATE CONCRETE /MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE
USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION.
10. USE ITEM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM 125 WHEN INSTAWNG INTO
MUWONS. USE REM 116 WHEN INSTAWNG INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS.
MASONRY
BY OTHERS
MOE
1.50' MIN.
EMBED.
1.75" MK
PANEL 1HK.
SEE NOTE 5
0 ON SHT. 4
SEE DETAIL 5
ON SHEET 5
rON HORIZONTAL CROSS SECTION
‘....41 AT SIDELITE TO HINGE JAMB
3 1 SEE NOTE 3
V.VON SIR: 4
0.25' MAX
SEE NOTE 2
ON SHIT: 4
SEE NOTE 6
ON SHT. 4
SEE DETAIL 5
ON SHEET 5
0.125 MIN
GLASS fl
HORIZONTAL pRoss SECTION
AT SIDEUTE 10 BUCK
Erie S. run l
Rartda P. E. No. 41323
1 Rookladao, Flmtde 32853
vane aRmrmmr m AMorfegk , NR MS
SEE NOTE 2 •
• •�� •0N SHE 4• • • •
• SEE NOTE.• • •
ON SHT.•4
• •
••••
SEE
MAINS
• •
0.75"
• • • • DETAILS, SHEEL 7 •
• • • • •
••••
•••• • ••
•
• • • • •
•••• •• •
•
•
•• •
• • •
•• • ••••
SEE•GLAZING •
DEVILS, SAT 7 • ••••
•
••••
EXTERIOR
INTERIOR
SEE NOTE 7
ON SHE 4
Prepared By:
Ar
PTC, LLC
Phan .321-680-1788
Far 321 - 690-1789
PRODUCT REVISED
as complying with the Florida
Building Coda
Acceptance No tt
Expiration A•■ • •
By :.: �L' '
Miami � .• ,. Conhol
Division
i *al
1i 1
ug: -19
gg
GATE.
9 -11-01
scnlx: N.T.S.
DWG. Eft JWJ
aa. er. S. SAFFEL.
CROWS NO.:
5-2104
slain of 8
81.25'
MAX.
OA
FRAME
HEIGHT
SPACES
0 13.85'
74.5 MAX. OA FRAME WIDTH
SEE DETAIL 2
ON THIS SHT.
36.625'
SEE DETAIL 5
ON THIS SHT. —
7.375
DETAIL 2 - 0 MEAD JAMB DETAIL 3 - 0 THRESHOLD OEINL 4
ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB & DOOR
SEE DETAIL 4
ON MIS SHT.
SEE NOTE
7 SHEET 4
81.25'
MAX.
0A
FRAME
HEIGHT
SPACES
0 13.85"
36.625'
DETAIL 5
STRIKE RATES TO JAMB
STRIKE PLATES 70 ASTRAGAL
4.5'
3' TYP. —
3' TYP. 1 b
sir DETAIL 6
014 THIS SHT.
rr
15.50'
70.25' MAX. 0A FRAME WIDTH
SEE NOTE
4 SHEET 4
9' TYP.
6' TYP.
3' TYP.
••••
• •
• • ••••
• • •
•• •
••••
• •
• •• •
••
• • •
• • •
••••
• • • • •
•• •
Qum
MA1e: 9 -11-01
scam N.T.S.
01x1. BY: JWJ
cltK. eh S. S4FFELL
(r)(8 -,
Florida Edo S. Woo
P. E No. 44323
t
Rooklodgo, Florida 32955
MPH Nrtmcate et Auk„ NO. MU
Prepared By:
4111.INN.
P1C, LLC
Phone 321 -690-1786
Fate 321- 690 -1789
PRODUCT REVISED
as complying with the Florida
Building Code
Acceptance No
Expiration
411
41I;
MENG Ma
5-2104
• •
•
•
9023 os
• •
•
g
F / 1
11
16.41' TYP.
9° IYP. 1
/
/ '
13.41 T
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F / 1
16.41' TYP.
9° IYP. 1
I .
13.41 T
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Er
11 I 111 1
11 1 1 11 !
! 1
_
T
T i 1
36.625' e
1 r
e _
4.5
3
r TYP.
.3
SEE DETAIL .3
ON SHEET 5
02111E 000R W11 S T ELRES ANCHOR LOCATE
VIEWED FROM INTERIOR
SEE DETAIL 4
ON SHEET 5
36.625'
6
-1TYR
6
SPACES
0 11.54
81.25 SEE DETAIL 6
MAX. TON SHEET 5
OA 1 — 1
HEIGIDE 5.50' I 1
37.75 MAX OA
I FRAME WIDTH
•
8.58°_
TYP.
L
7.375
31‘
•
••
•
•
•
3f.
E:
SINGLE DOOR WRHOUT SIDELRES ANCHOR LOCATIONS
VIEWED FROM INTERIOR
217/(Q_
E .:1Ivo)
Florida P E E 41323
1 Roaidadoe, Florida 32255
F7#CE CeNBc.h at 40t .4 . M. 25935
SEE DETAIL 4
/ ON SHEET 5
•
•
•
•
• ••••
• •
• ••••
•
• • •
•
• •
• •
••
•
••
PRODUCT REVISED
as comp;ytg with the Florida
Building Code
Acceptance No O -0 /. 04
Exp ra3rio� Date a
•
By
Division
ado Product Control
•• •
• • •
•• •
•• •
• • •
••••
• ••
• • •
•• •
•
•• •
• • •
••••
.•.•
• •
••••
Prepared Br
PTT;, LLC
Phone: 321 -590 -1788
Far 321- 690 -1789
in
1
mG
WEI 9 -11-0
sum N.T.S.
DWG. WI': JWJ
stet. sr. S. SWELL
DRAWING N04
S -2104
SHEEP O'8
• a . a 1.50 MINI
CONCRETE/ J EMBED.
MASONRY
BY OTHERS
SHIM
1.75' MIN
PANEL THK
( HORIZON CR OSS SECTION
C J TO
ENRIZ
HORIZONTAL CROSS SECTION
AT IMPERIAL ASTRAGAL
• ••
•
•••
®
HORIZONTAL CROSS SECTION
HINGE JAMB TO BUCK
SEE NOTE
1 SHT. 4
1.75° MIN.
PANEL THK.
SEE DETAIL 5
ON SHEET 5
0.25 MAX.
SHIM
DETAIL 1
ASTRAGAL 10 STILE ATTACHMENT
NOTE ITEM 24 NOT SHOWN TH5
VIEW FOR CLARITY
1.50' MIN.
EMBED.
Florida P. E. No. 41323
1535 Copan Streak qt, Florida �33�
FF E caNbao of auatuettaaton M. 25935
SEE NOTE 7
ON SHT. 4
•
PRODUCT REVISED
as complying with the Florida
Building Code
Acceptance No • •
Expiration Date O :TI 2 O/L
BY
Division
•. • •
• OM (NIIE
•• •
•
•• •
• • •
• ••
•
• • • • •
• ASTRAGAL THROW BOLTS (2) TOT (1 EACH) • •
0.31' DIA x 9.0 LG. A: Tale trial •
• • ••••
• •
• • ••••
• • •
•• • •• •
• • •
•• •
Prepared By:
B '
PTC, LLC
Phonon 321 -690-1788
Fax 321- 690 -1789
ado Product Con 10
DAIS 9- 1 -0
N.T.S. mom
0 . BY: JWJ
C3IX. sw S. SAFFELL
CRAMS NO4
5 -2104
sttEr 3 Of 8
EXTERIOR
INTERIOR
1.50
MIN.
0.25° EM
MAX.
SHIM
81.25"
MAX.
OA
FRAME
HEIGHT
134
MIN.
EMB.
EXTERIOR
INTERIOR
CONCRETE/
MASONRY
BY OTHERS
EE DETAIL
ON SHEET 5
•
SEE NOTE 9
ON SHT. 4
1.75" 50" MIND
MW. EDGE DIST.
g VERTICAL CROSS SECTION
2 WITH HIGH DAM THRESHOLD
1.75" MW
PANEL THK
-_J
MAX.
O.A.
PANEL
HEIGHT
.825"
CONCRETE/
MASONRY
BY OTHERS
SEE NOTE 2
ON SHT. 4
0.50"
GLASS
BITE
GIA7ING DETAIL 1
01X. LITE FRAME SINGLE PANE
1/8' TEMPERED GLASS
SPARTECH
POLYGON PP5530 C13
O1AZ1NG DETAIL
TRINITY LITE FRAME
1' INSULATED TEMPERED GLASS
LUPOY EU -5007
0.125" MIN.
UP. GLASS
THICKNESS
1.50°
MIN.
0.25" EMB.
MAX.
SHIM
81.25"
MAX.
0.A.
FRAME
HEIGHT
.1141(:• :
Nam
EE DETAIL 7 / "'
ON SHEET 5
SEE
NOTE 8
ON SHT. 4
CD
0.125 MIN. G
SEE NOTE 2
ON SHT. 4
SEE NOTE 2
ON SHT. 4
SEE NOTE 6
ON SHT. 4
SEE NOTE 8
ON SHT. 4
SEE DETAIL 7
ON SHEET 5
1.75" MIN.
PANEL THK.
GLASS THK.
SEE GLAZING
DETAILS,
SHEET 7
1.25" .75 .50" MI
MIN. MW. EDGE DIST.
EMB.
VERTICAL CROSS SECTION
AT SIDELITE SASH
0.125' •TEMP.
0.125' TEMP.
GLASS
CONCRETE/
MASONRY
BY OTHERS
SEE NOTE 3
ON SHT. 4
SEE
NOTE 3
ON S . 4
80.0
MAX.
OA.
PANEL
HEIGHT
CONCRETE/
MASONRY
BY OTHERS
GANG DETAIL 2
TRINITY LDE FRAME
GLASS 1/2' MATED TEMPERED GLASS
LUPOY EU -5007
8
Edo &,`(
Florida P. E. Na. 41323
FTC. LLD
1522 Ceprooll Street, C25
Roof k. Rondo 3295S
ME own= m AtMwll5Im No.
Florida P. . 41323
1 Roddsdge, Florida 32855
(WWE ae•Am• al Adhannitka No.
Prepared By:
AF
PTC, 1.1.0
Phone: 321 - 890 -1788
Fax: 321 - 690 -1789
•
• •
• • •
•• •
•
••••
• •
••••
••
• • •
• •
• •
• • •
•• •
PRODUCT REVISED
complyin viw are Fto.ida
Building Code
Aaeptmix NoO
Division
•• •
• • •
•• •
••
• •
• • • •
•
•• •
• • •
••••
• ••
• • •
•• •
•
•• •
• • •
• • • •
••••
• •
• • • •
••••
•
••••
•••• •
• •
•• •
•
•• •
• • •
• ••
•• •
• • •
•0 •
Prepared By.
PIC, TLC
Phone: 321 -690 -1788
Fox 321 -690 -1789
t 11.
4NE
IR
IaM E: 9 -11 -01
sal& N.T.S.
OM Ells JWJ
CPR No S. SAFFELL
MONO NO
5 -2104
s firt of
'o.ODUCT REVISED
as complying with tcl lha Florida
4 N
A 31�
Accepltance No
Expiration Date
ills
• ado
Product Control
Division
.1
ha;
••••
• • • • • %(
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DATE: 9- 1 -0
s;ALEE N.T.S.
••t 1
••w
ag
owo. er: JWJ
cm. BY: S. SAFFELL
MOAN* NO.:
S -2104
•
•••
•
•
•. +.
•
sir. 7 OF
A
•
•
••
•
• •
iT
•
•
•
1
S
1 DOOR STEEL FACE SHEET 24GA. 0.020"MIN.)
STEEL
2 FRAME HEAD (FINGER JOINTED PONDEROSA PINE)
WOOD
3 FRAME HINGE JAMB FINGER JOINTED PONDEROSA PINE)
WOOD
WOOD
4 FRAME LATCH JAMB (FINGER JOINTED PONDEROSA PINE)
5 • "4/1 /1 Hat •,. 4 3.
7132
19 X 1" PFH WOOD SCREW (HINGE TO DOOR)
STIi•1
DOOR LATCH STILE
LVL
OUTSWING PEMKO BUMP FACE THRESHOLD
ALUMINUM
BRAD TRIM NM. 16G4. X 1" (FOR MULLION CAP)
STEEL
COMPRESSION WEATHERSTRIP
FOAM
DOOR TOP RAIL
LW.
DOOR BOTTOM RAIL
STEEL
DOOR HINGE STILE (FINGER JOINTED PONDEROSA PINE)
WOOD
110 x 1 3/4" PFH WOOD SCREW
STEEL.
WOOD
LOCK BLOCK (FINGER JOINTED PONDEROSA PINE)
3/18" Me TAPCON ANCHOR W/ 1 1/4" MIN. EMBED.
STEEL
EXPANDED POLYSTYRENE 1.0 to 1.25 Ib. cT DEN BY JELD -WEN
. •.,,
18 NOT USED
-
19 2x WOOD SUB BUCK
WOOD
-
20 SHIM (0.25" MAX. THK. HIGH DENSITY PLASTIC OR GREATER)
21 LKSET . 'RIP K L:
1L
23 ; 8 x 1 1 2 PLASCREW ODL LITE FRAM •
STEEL
24 x 2" PFH WOOD SCREW
S7)L
.4T,$1,
• •L
•
25 8 x 2 J2" PFH WOOD SCREW •
28 1 1 PFH WOOD SCREW (IMPERIAL ASTRAGAL TO DOOR).
110
27 x 2" PFH WOOD SCREW
STEEL
28 MULLION CAP •
...
29 SILICONE CAULK (CR LAWRENCE .33 C) •
-, �^
30 GLAZING COMPOUND OSD BY 0•
..
BRAD TRIM NAIL 16GA. x 3 4 FOR 3 8 QUARTER. ROUND.
• 1 B}Ea
3/8" QUARTER ROUND SIDELITE STOP.
CORN 4; iL .6. ,1! R 713 • ! • - Bono RAI
•
• ere
SCHLAGE KNOB SET !F51 •
• SL
SCH • DEADBOLT := :' NOT SHOWN
■R r ' ` 1 ni
0.020 MIN. STEEL
37 1 8 TEMPERED GLASS BY PPG
38 OOL UTE FRAME SG SPARTECH POLYCOM PP5530 013
€715 d1a
ALUMINUM a ' •a. ASTRAGAL : IMPERIAL
ASTRAGAL STRIKE PLATE (BY IMPERIAL)
Y ___ .1 ii; a TNIL#
43 YALE DFADBOLT 1-4 AGE SERIES NOT SHOWN
STEEL
WOOD
. YPROP.
SIDELITE FRAME . SILL AND JAMBS (FINGER JOINTED
PONDEROSA PIN
45 }t7E FRAME
BY TRINITY FOR 1 2 ` I.0.U.
46 yr INSULATED
TEMPERED GLASS (BY TRINITY /AMPAC)
GLASS
47 IL 21-
4 1; . 11 i.; : ,
PO YPROP.
as
r7 . .., . , cam' rri 0
50 GLAZING COMPOUND DOW 1199
SILICONE
51 110 W000 INSTALLATION SCREW W/ 1.50" MIN. EMBEDMENT
52 DOOR LATCH STRIKE PLATE
STEEL
STEEL
5.3 DOOR LATCH DEAD BOLT STRIKE PLATE
STEEL
EXTERIOR
INTERIOR
1.50
MIN.
0.25° EM
MAX.
SHIM
81.25"
MAX.
OA
FRAME
HEIGHT
134
MIN.
EMB.
EXTERIOR
INTERIOR
CONCRETE/
MASONRY
BY OTHERS
EE DETAIL
ON SHEET 5
•
SEE NOTE 9
ON SHT. 4
1.75" 50" MIND
MW. EDGE DIST.
g VERTICAL CROSS SECTION
2 WITH HIGH DAM THRESHOLD
1.75" MW
PANEL THK
-_J
MAX.
O.A.
PANEL
HEIGHT
.825"
CONCRETE/
MASONRY
BY OTHERS
SEE NOTE 2
ON SHT. 4
0.50"
GLASS
BITE
GIA7ING DETAIL 1
01X. LITE FRAME SINGLE PANE
1/8' TEMPERED GLASS
SPARTECH
POLYGON PP5530 C13
O1AZ1NG DETAIL
TRINITY LITE FRAME
1' INSULATED TEMPERED GLASS
LUPOY EU -5007
0.125" MIN.
UP. GLASS
THICKNESS
1.50°
MIN.
0.25" EMB.
MAX.
SHIM
81.25"
MAX.
0.A.
FRAME
HEIGHT
.1141(:• :
Nam
EE DETAIL 7 / "'
ON SHEET 5
SEE
NOTE 8
ON SHT. 4
CD
0.125 MIN. G
SEE NOTE 2
ON SHT. 4
SEE NOTE 2
ON SHT. 4
SEE NOTE 6
ON SHT. 4
SEE NOTE 8
ON SHT. 4
SEE DETAIL 7
ON SHEET 5
1.75" MIN.
PANEL THK.
GLASS THK.
SEE GLAZING
DETAILS,
SHEET 7
1.25" .75 .50" MI
MIN. MW. EDGE DIST.
EMB.
VERTICAL CROSS SECTION
AT SIDELITE SASH
0.125' •TEMP.
0.125' TEMP.
GLASS
CONCRETE/
MASONRY
BY OTHERS
SEE NOTE 3
ON SHT. 4
SEE
NOTE 3
ON S . 4
80.0
MAX.
OA.
PANEL
HEIGHT
CONCRETE/
MASONRY
BY OTHERS
GANG DETAIL 2
TRINITY LDE FRAME
GLASS 1/2' MATED TEMPERED GLASS
LUPOY EU -5007
8
Edo &,`(
Florida P. E. Na. 41323
FTC. LLD
1522 Ceprooll Street, C25
Roof k. Rondo 3295S
ME own= m AtMwll5Im No.
Florida P. . 41323
1 Roddsdge, Florida 32855
(WWE ae•Am• al Adhannitka No.
Prepared By:
AF
PTC, 1.1.0
Phone: 321 - 890 -1788
Fax: 321 - 690 -1789
•
• •
• • •
•• •
•
••••
• •
••••
••
• • •
• •
• •
• • •
•• •
PRODUCT REVISED
complyin viw are Fto.ida
Building Code
Aaeptmix NoO
Division
•• •
• • •
•• •
••
• •
• • • •
•
•• •
• • •
••••
• ••
• • •
•• •
•
•• •
• • •
• • • •
••••
• •
• • • •
••••
•
••••
•••• •
• •
•• •
•
•• •
• • •
• ••
•• •
• • •
•0 •
Prepared By.
PIC, TLC
Phone: 321 -690 -1788
Fox 321 -690 -1789
t 11.
4NE
IR
IaM E: 9 -11 -01
sal& N.T.S.
OM Ells JWJ
CPR No S. SAFFELL
MONO NO
5 -2104
s firt of
'o.ODUCT REVISED
as complying with tcl lha Florida
4 N
A 31�
Accepltance No
Expiration Date
ills
• ado
Product Control
Division
.1
ha;
••••
• • • • • %(
•• •• •if
•
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• •
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A
A
m a
DATE: 9- 1 -0
s;ALEE N.T.S.
••t 1
••w
ag
owo. er: JWJ
cm. BY: S. SAFFELL
MOAN* NO.:
S -2104
•
•••
•
•
•. +.
•
sir. 7 OF
A
•
•
••
•
• •
iT
•
•
•
1
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DESIGN PRESSURE RITIND -WERE U
Rlf1]RAINXI mew 6 NEEDED
VW Dow ma (4 ox. » 0l0)
NM NON- RR'•T SIDDIIF5
413&87 pay -70 psi
DOME 01108 UN/ (A OA XXq OxXO)
457 Psi - 57 Pal
R O NOR -REDACT SIDDIIES
1.67' -1
n n
121'
000R 80TTO4 RAIL
12 24GA (0.021, STES.
1- 1.645'
0.831'
ea*
O CORNER BLOCK
STEEL BOTTOM RAIL
MOF x 3.0" LONG
1.50' 1 �
0.62'
1.75"
ASTRAGAL HAS TWO 0.3125'
DM. x 9' LONG BOLTS;
1 ON TOP, 1 ON BOTTOM
-I 1.02' I-
O 606346 ALUMNA!
1.6n 1
1.00"
000R H1NGE STILE
13 FINGER JOINTED PONDEROSA
PINE WOOD
,�
0 3B• t 0.50'
0.14'
0.53'
10 SCHLECEI. Q-LON QDS 650
2.50'
1.25'
k.
O
0
ASTRAGAL S1I8KE PLATE
41 (IMPERI#L 0.125' STEEL)
11.875'
DIA VARIES WM
0 / - HARDWARE USED
WOAD LOCK BLOCK
15 FINGER JOINTED PONDEROSA PINE
r _ 1.67' --I
J L
®000R l47CH STILE
LW.
0.48' -
1.00'
_L
-�I 1- 0.513'
1.11
1.7�r ❑
I- 1.36'
OAR LATCH STRIKE PLATE
STEEL
11 DOOR TOP RA11
LV1
1 I+- 1. 52
1--- 2.52'
cy /2' I.G. TRINITY UTE FRAME
POLYPROP.
214' 1.01'
1.67'
1.04 2'
0.87' 4 r t .
0.58'
1 O
O
Gi6,U! B a;
POLYPROP.
IMR LATCH QEAD MULLION CAP
O ST OPINE (81.25 LONG)
4.00'
I 1.71'
1 1.013' {-
0.375
0.375 ° --I I
O J /8' QUARTER ROUND
32 $IDELOE STOP
PINE
--I 1.375' I--
•
Ede S.
Florida P. E. No. 41323
PM, LLC
1535 Cowan Strut. 91xa C25
RooWadgo. Florida 32955
FeF[
1.6546. or Aae.ntWOa I. 250.0
EY
- f - 0.125'
j / / / //
∎• ∎• ∎• te
S (LUTE FRAM° • • •
••• • ROP
•
•• •• ••
• • • •
••••
• ••
• •
r••et
••••
•
•
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• e). • A
0.097" -4-
)--- -- 4.000' • • • •
HAGER STEEL BUTT HINGE
(-5-) 4' x 4' x 0.097' TUC STEEL
•
-- 1.00"
4.041' \���\ 0.58'
4.041'
(DO UTSWING STANDARD
EXTRUDED ALUMINUM FACE Y PEMKOO
YAM WOOD INSERT
Prepared 8y.
PTC, LLC
Phone: 321-690-1788
For 321 - 690 -1789
PRODUCT REVISED
e: wierlying with the Florida
Coda
AcccpW c No
Expiration Date
• s •
• •
•• •
••
•
ORAIN NG N O
S -2104
a4
tea^
101.
411;
•
•
••• •
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JELE WEN® Steel
8-0 'W00Dl 'IDP s7 L 007516&1X1
IMMCTDOOR UNITS (19tH #WIfHOUT887 LI7ES
GENERAL NOTES
1. MRS PRODUCT IS DESIGNED TO COMPLY KM THE 2004 FLORIDA BWLDOIG
CODE (W /210 5 & 2008 SUPPLEMENTS) AND HIGH VELOCITY HURRICANE
ZONE 14712' REQUIREMENTS.
2. WOOD 8t0KS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRAINER
LOADS TO THE STRUCTURE
3. PRODUCT ANCHORS SNALI. BE AS USIED AND SPACED PER AMOR LOCATION
DRAWINGS. ANCHOR EMBEDMENT TO BAS' MATERIAL SMIL BE BEYOND WALL
DING OR STUCCO.
4. SUE TABLE 1 ON MIS SHEET FOR DESIGN PRIG RATINGS.
5. MS PRODUCT WATER REQUIREMENTS FOR 16/1Z" ZONES SEE
THE DESIGN CH ART :ia r
6. 510ELf1E5 REQUIRE MIAMI -. r APPROVED IMPACT RESISTANT
SHUTTERS.
7. MIAMI APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED
FOR 000RS W/ AN OXXO & XX CONFIGURATION, BUT NOT ON OZ X
OR OX0 CONFIGURATIONS.
8. SIDEl11ES ARE AN OPTION AND CAN BE USED IN A SGXiE OR DOU&E
CONFIGURATION.
R / TIALDGUTA1FDSTEE LD00R (Comma toa0erne captions)
COMPONEVTCONSTRUCTIOH9:
&MAW& 24 go. (0.0209 mhn(mwn thickness, Gahar*ed Steel A - 525
commercial quality - A � per ASTM 620 with overage minimum yl&d
strength Fy(ae.)=24,600 psi.
GgnLAuts Expanded paystyrerre with 1.0 to 125 Ib& /cf density. by
Ooar Pored ConabteeHom The active and Inactive panels are consbucted from
24GA. (0.020' min.) galvanized std The face sheet tops and bottoms are
bent 90' over the top and bottom rails. The top LW rail mamas 1.67'
wide x 1. 042' high. The steel bottom rail Is roll formed 0.021' galvanized
steel meaeuring 1.67' wide x 121' hlgh. The sides of the face sheet are
roil formed onto the LW. latch stile and Ponderosa Pine hinge stile which
measure 1.67' x 1.0". The Interim cavity Is MW with polystyrene. The
face sheets are glued to the polystyrene. •
0061.11104016; The cash Is constructed from 2400. (0.020' nth.) galvanized
steei. The edges of the face sheet are bent 90' over the polystyrene cow
and glued to It. The Shute panels are routed to receive the OOL Up Lite
Frames or the optional Trinity Light Frames. (see sheet 7 for glazing
details.) The tits frames are seated w/ 05D glazing compound on the
mderior.
Franco Constnrct78, The frames are cons rutted from Ponderosa Pie Jambs
measuring 1.25' wide x 4.5625' deep. The door and side0te lead jambs
WO mortised and butt Joined to the side jambs and attached with (3) 160A,
2' x 7/16' crown wire stoplea. The wilts use a standard bump faro Pemko
t measuring 4.041' duo x 1.0' high. The threshold is attached to
the frame with (3) 16G% 2' x 7/18' crown wins staples
1
SHT /
2
3
4
5
6
7
ANT COMPONENTS
TAOEOFOONfEVTS
DESCRIPTION
GENERA. NOTES AND TYPICAL ELEVATIONS
VERTICA1 CROSS SECTIONS AND BILL OF MATERIALS
HORIZONTAL CROSS SECTIONS
HORIZONTAL CROSS gams AND NOTES
ANCHORING LOCAMONS AND DETAILS
ANCHORING LOCATIONS AND D6A75
GAZWG DETAILS
8125"
MA),
OA.
FRAME
HMG
.875' TYP.
0.625'
81.25'
MAX.
0A
FRAME
MINT
0.625'
80'
MAX.
OA
PAhffl.
HEIGHT
.875' TM
0
74.5' MAX. OA FRAME WIDTH
--�- .125'
36.625' MAX 0A 38' MA), OA
PAD MioTH PANEL WIDTH
W /AS►RAC.V
3715' MAX OA
FRAME WIDTH
0A
MEL WIDTH
PI
• v v v t3J
0
SINGLE 0U15WING IMPACT UNIT (X)
3tE 1: l
DOUBLE OURS 770 IMPACT UNIT fa)
l
80'
MAX
0A
PANEL
HEGHT
8125'
MAX
0A
FRAME
HEIGHT
0.75'
81.25'
MAX.
OA
II FRAME
HEIGHT
80'
MAX.
0A
PANEL
HEAR
0.625'
7025' MAX 0A FRAME WIDTH
.75' .75' MUIL h_
TYP. ! BAR TYP.
.875' 36' MAX OA
PANEL WIDTH
15.5' MAX. 0A
SMUT FRAME WIDTH
14' MAX. OA
PANEL WIDTH
7i IE77 .;
71 Il ➢:d::. 1 .119; , 9:
015' - 0.625'
107' MAX OA FRAME WIDTH
.125' 75' MULL
38.625' MAX OA. 8411 1W'
38' MAX OA
MAMMAL FVJ01 wow
Florida
PM. LLC
1535 Cogswell Florida Street. Suite 025
WIC a.tio°ale of Aae.R.SOa Na 26934
6' MAX.
0A D.LO.
WIDTH
i
WIDTH •
1 4' !4!L•OIA. • • •
eltun re • • •
^Y'• • ••
• •
•• ••
6' MAX
•1ELA■ •
•
• .._... •
63. 25'
141),
OA
DLO.
Hew
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pow 07)56910 IMPACT
UNIT OM W/
MOM �EMQR
Prepared 8y:
/M..
P1C LLC
Phone: 321 -690 -1786
Fax: 321 -690 -1789
PRODUCT REVISED
as can:plying with the Fiords
Eal!!1:2, Code
N o
6 Q
N:isaddl Product Coaled
Division
•
roof 9 -11 -01
SOLE N.T.S.
wile err. JWJ
SAFFELL
DRAWING tEla
5 -2104
star 1 arL
,Teld -Wen, Inc. (OR)
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NOTICE OF A (+ P'FA?E; _ ; E'IDENCE SUBMITTED
A. DRAWINGS • • • • • • • •
1. Manufacturer's Ali cfrapvingsinel .
2. Drawing No S -2104' titled "5'er+o Woodlige Opaque Outswing Steel Impact Door
Up to 9' -0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8,
dated 09 /11/2001 w th.e; i §ian ) ; et 07411/2007, prepared by PTC, LLC, dated
07/19/2007, signed and %aced b Frk S.aGielsen, P.Fr.
•
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• ••
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per PA 202 -94
2) Uniform Static Air Pressure Test, Loading per PA 202 -94
3) Water Resistance Test, per PA 202 -94
4) Forced Entry Test, per PA 202 -94
5) Cyclic Wind Pressure, Loading per PA 203 -94
6) Large Missile Impact Test, per PA 201 -94
along with marked -up drawings and installation diagram of Outswing and Inswing
wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report
No. CTLA -696W, date 11/01/2001, signed and sealed by Ramesh Patel, P.E.
(Submitted under NOA# 02- 1211.18)
C. CALCULATIONS
1. Anchor verification calculations and structural analysts, complying with FBC -2004,
prepared by PTC, LLC, dated 07/11/2007, signed and -sealed by Eric S. Nielsen, P.E.
Complies with ASTM E 1300 -02
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. None
F. STATEMENTS
1. Statement letter of conformance, no financial interest and compliance, dated
07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E.
2. Laboratory addendum letter for Test Report no. CTLA -696W, issued by Certified
Testing Laboratories, dated 04/11/2002, signed and sealed by Ramesh Patel, P.E.
(Submitted under NOA# 02- 1211.18)
3. Laboratory compliance letter for Test Report no. CTLA -696W, issued by Certified
Testing Laboratories, dated 11/11/2001, signed and sealed by Ramesh Patel, P.E.
(Submitted under NOA# 02- 1211.18)
G. OTHER
1. Notice of Acceptance No. 02 1211.18, issued to Jeld -Wen, Inc. (OR) for their Series
"Outswing Opaque Wood Edge Steel Door Up to 107 "x 6' -8" Units ", approved on
01/30/2003 and expiring on 08/15/2007.
E -1
J ; me D. Gascon, P.E.
Chief, Product Control Division
NOA No. 07- 0731.04
Expiration Date: August 15, 2012
Approval Date: December 20, 2007
• • ••• •
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• • • • MIAMI-DADE COUNTY, FLORIDA
• ' • •
• METRO -DADE FLAGLER BUILDING
X40 WEST FLAGLER STREET, SUITE 1603
• •••
BUILDING CODE COMPLIANCE OFFICE (BCCO) MIAMI, FLORIDA 33130 -1563
PRODUCT CONTROL DIVISION • • • • • • • • (305) 375 -2901 FAX (305) 372 -6339
NOTICE OF ACCEPTANC iSQA) ••, • • • www.miamidade.gov/buildinecode
Jeld -Wen, Inc. (OR) • • ' • • • • • ' •
3737 Lakeport Boulevard 1 ,
Klamath Falls, OR 97601 • • • • • • • ••• • •
SCOPE: NIP • • '
• • •
This NOA is being issued under the applivabl€ rPlles'anc+ rhttletioregoverning 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 Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION:
Series 6'8" W/E Outswing Opaque Steel Doors - L.M.I. -w/wo Sidelites—N.I.
APPROVAL DOCUMENT Drawing No. S -2104, titled "Series Wood Edge Opaque Outswing Steel
Impact Door Up to 9' -0"x 6' -8" with and without Non - Impact Sidelites", sheets 1 through 8 of 8, dated
09/11/2001 with revision D dead 07/11/2007, prepared by PTC, LLC, dated 07/19/2007, signed and sealed
by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revised stamp with the Notice of
Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING:
Large Missile And Small Missile Impact Resistant/ Non - Impact Resistant
LIMITATION:
Miami -Dade County Approved Impact Resistant Shutters are required for Double Doors and for Sidelites.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
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 and renews-NOA # 02- 1211.18 and consists of this page 1 and evidence page E -1, as well
as approval document mentioned above.
Th 'tted documentationwas reviewed by Jaime D. Gascon, P.E.
.O (, I G O /
NOA No. 07- 0731.04
Expiration Date: August 15, 2012
Approval Date: December 20, 2007
Page 1
REPLACE BACH DOOR OF GARAGE, SHUTTER
FRONT ENTRY DOOR, AND SHUTTER GARAGE
WINDOW
/6(
8
Passed
/
Inspector Comments
/
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid .
until
Inspection Date: 08/28/2008
Inspector: Grande, Claudio
Owner: MIZELL, MILTON
Job Address: 80 93 Street NW
Miami Shores, FL 33138-
Project: <NONE>
Contractor: HOME OWNER
Building Department Comments
Thursday, August 28, 2008
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Window /Door Replacement
rt-
Block:
Phone Number (305)758 -1836
Parcel Number 1131010170020
Lot:
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