WS-15-966 Miami Shores VillagePmtit Type:VWndolft+ rs
10050 N.E.2nd Avenue
torkd"ziassification:lwndo06ot',RepllaooM
Miami Shores,FL 33138-0000permit
Phone: (305)795-2204
OR
Expiration: 11/22/2015
Project Address Parcel Number Applicant
249 GRAND CONCOURSE 1132060133610 RONALD AND CARLY SILVER P
Miami Shores, FL Block: Lot:
Owner Information Address Phone Cell
RONALD AND CARLY SILVER 249 GRAND Concourse
-------- MIAMI SHORES FL 33138-
249 GRAND Concourse
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone Valuation: $ 3,000.00
HOME OWNER
Total Sq Feet: 300
Type of Work:INSTALL 1 WINDOW AND 1 FRENCH DOOR Available Inspections:
No of Openings:2 Inspection Type:
Additional Info:
Window Door Attachment
Classification:Residential Final
Scanning:4 Review Building
Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.80
Invoice# WS-4-15-55302
DBPR Fee $2.00 05/26/2015 Credit Card $95.80 $50.00
DCA Fee $2.00
Education Surcharge $0.60 04/23/2015 Credit Card $50.00 $0.00
Notary Fee $5.00
Permit Fee $120.00
Scanning Fee $12.00
Technology Fee $2.40
Total: $145.80
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 certi th all e�fregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futze the above-named contractor to do the work stated.
May 26, 2015
Authorized Signaturei,6wrrer / Applicant / Contractor / Agent Date
Building Department Copy
May 26, 2015 1
4 Miami Shores Village
cETv
k5 Building Department APR 2S 201
AeaLk ✓1� 10050 N.E.2nd Avenue,Miami Shores, Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20 ICS
BUILDING Master Permit No. �O�� 9A6
7PE IT APPLICATION Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: ?Lf� Q U LX} —4 dam
City: Miami Shores CountV: Miami Dade Zip: J( 3U
Folio/Parcel#: c( 3 1-ofv ® 0!3 s ® Is the Building Historically Designated:Yes NO t/
Occupancy Type:✓ Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name(Fee Simple Titleholder):AW Pc>�.� hone#:
Address:/2-yl � 5 (sUNC,dI/,F� (�
City: r"I l�1 State: Zip: -3s/m
Tenant/Lessee Name: Phone#:
Email: CS Ver, feurS0ALP, 0lpyL,!' Ldls't (0/V1 P 4 So^ /12Q . e-VA'
CONTRACTOR:Company Name: Phone#:
Address:
City: State: Zip:
Qualifier Name: Phone#:
State Certification or Registration#: ,�,4 '� Certificate of Competency#:
DESIGNER:Architect/Engineer: NQ,4(�L 1tg Phone#: 3(4-- G q
�e - 5-32,?,
Address. 3 US- C-�)/"// Vt-4ApQ L4-y-,� City: State: Zip:
Value of Work for this Permit:$ 510000 _ Square/Linear Footage of Work: U®Sr
Type of Work: ❑ Addition [)9. Alteration ❑ Repair/Replace ElDemolition
NJ `
Description of Work:_ 1 ) 1 �/-e- n
Y �/oyA
Specify color of color thru tile: �lk.
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ �' 80
(Revised02/24/2014)
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS,TANKS,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 approved and a rei tion fee will be charged.
Signature Signature
OWNER orENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of_� / ,20 & , by day of 20 by
who is personally known to ,who is personally known to
me or who has producedPZf22 W7//2C-7 ) as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
4ri
nt: Print:
E;1101
Notary Public state of Florida Seal:Se Joanna M FelicianoMyCommission FF 082753
Expires 0 111212018
APPROVED BY —6/7X�i Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
s ° Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
I RZAR-<b tj
OWNER BUILDER DISCLOSURE STATEMENT
NAME: CAj2-MVI
�f- ' E Ut4 DATE: f/V- If
ADDRESS: 6p -b CON(,ovac- ) `K4, som; fL 3-�/3,f
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 new form states 75,000).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 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder
permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own
contractor with certain restrictions even though I do not have a license.
Initial
2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the
construction and is not hiring a licensed contractor to assume responsibility. n„�
Initial /Uj
3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself
from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own
name. I also understand that the contractor is required by law to be licensed in Florida and to list his or linsebers on
permits and contracts.
Initial
7
4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve
a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy.It may
not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved
myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially
improved it for sale or lease,which violates the exemption. dd
Initial
5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction.
Initial ,J
6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or
residence.It is my responsibility to ensure that the persons whom I employ have the license required by lawd by county or
municipal ordinance.
Initial 91
7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that
erroneously implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held
liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while
working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an
owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. J�
Initial v`�1
8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to
perform the work being done.Any person working on my building who is not licensed must work under my direct supervision
and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and
social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for
the employee.I understand that my failure to follow these may subject to serious financial risk. L r w
Initial `J
9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable
laws and requirement that govern owner-builders as well as employers.I also understand that the
Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations.
Initial
10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the
United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the
Florida Construction Industry Licensing Board at 850.487.1395 or htto:/NAvw.myfioddalicense.com/dbor/oro/Ciibfindlm.btmI
Initial
11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party
legally and financially responsible for the proposed construction activity at the following address: �C
Initial `^0
12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I
have provided on this disclosure.
Initial r�
Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a
license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to
assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to
understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may
be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for
verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage.
Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and
returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the
notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when
the permit is issued.
Was acknowledged before me this _day of , 20fj,C_
Bye a=Aa&''7 • who was personally known to me or who has
uced ere LI ense orRa
as identification.
0 N
Notary Public State of Florida
Joanna M Feliciano
o` My Commission FF 082753
Expireso111212018
OF IV
MIAMI- NJIMN-11-DADE COUNTY
APR 23PRODUCT CONTROL SECTION
11805 SSV 26 Street,Room 208
DEPARTMENT OF REGULATO CI Miami,Florida 33175-2474
BOARD AND CODE ADlIINIS TIO T(786)315-2590 F(786)315-2599
NOTICE OF ACCEP 1N A %ww.niJamidadg..1eo.•/economv
CGI Windows&Doors,Inc.
10100 N.W.256 Street
Miami,FL 33172
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section 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 Section
(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade Count),)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 revolve, modify,or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Miami-Dade County Product Control Section 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 11160 Sentinel"Aluminum Ouutswing glazed Doors w/wo Sidelites-LMI
APPROVAL DOCUMENT:Drawing No.W13-01 Rev A,titled"Series 160 Sentinel Outswing Doors",sheets 1 thru
11 of 11, inclusive sheet 9.1,prepared by Al-Farooq Corporation.,dated 01-03-13 and last revised on JUL 31,2013,
Signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the
Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact
Limitations:
1. See Design Pressure ratings single and double doors in sheet 1,single sidelite in sheet 3 and door mullion in
sheet 4.For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly.
2. See glazing option in sheet 5 and locking hardware in sheet 9.
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and
following statement: "Miami-Dade County Product Control Approved",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 Miatni-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page 1 and evidence pages E-1&E-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq L Chanda,P.E.
j NOA No._13-0226.06
MlAMI•DADE WN
.,a , Expiration Date: August 08,2018
Approval Date: August 08,2013
Page 1
\o
a
CGI Windows&Doors,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections
2. Drawing No.W 13-01 Rev A,titled"Series 160 Sentinel Outswing Doors",sheets 1 thin of 11 of
11,inclusive sheet 9.1,prepared by AI-Farooq Corporation.,dated 01-03-13 and last revised on
RUL 31,2013,signed and sealed by Javad Ahmad,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94(+50.0 PSF,sill S-I only)
4)Large Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
b)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94
Along with manufacturer's parts and section drawing marked-up drawings of aluminum out w/
sidelites,by American test Lab of South Florida,Inc.,Test Report No. ATLSF-1218.01-12
dated 02/11/2013, signed and sealed by Henry Hatem,P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-2010,
prepared by At Farooq Corporation,dated 02/11/13 and last revised on Jun 04,2013,
signed and sealed by Javad Ahmad,P.E.
3. Glazing complies w/ASTME-1300-02&-04.
D. QUALITY ASSURANCE
1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs(PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. I1-0624.02 issued to E.I. DuPont DeNemours&Co.,Inc. for
their"DuPont Sentry Glass 0 Interlayer",expiring on 01/14/17.
2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)former
Solutia Inc. for "Saflex clear&color glass interlayer",expiring on 05/21/16.
3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA)former
Sohrtia Inc. for "Saflex CP-Saflex&Saflex HP composite interlayer w/PET core",
expiring on 12/11/18.
F. STATEMENTS
1. Statement letter of conformance to FBC 2010 and letter of no financial interest,prepared by
Al Farooq Corporation,dated 02/11/13,signed and sealed by Javad Ahmad,P.E.
2. Lab compliance and addendwn letters,as part of the above referenced test reports.
G. OTHER
I. Test proposal# 12-0553,dated 04/25/12 approved by RER.
haq L Chanda,P.E.
Product Control Examiner
NOA No 13-0226.06
Expiration Date:August 08,2018
Approval Date: August 08,2013
E-1
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37-1/4" 72" Z
DOOR FRAME WIDTH DOOR FRAME WIDTH HEAD ANCHORS AT STILE ENDS 0 s!
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D.L OPO. 2 ANt21ORS D.L OPG. 0.L.OPG. SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. U
TYPE'8' a ANCHORS SURFACE APPLIED THE LOWEST VALUE FROM DOOR, SIOELITE OR MULLION CAPACITY
AT STILE ENDS: TYPE'tY FALSE 1dUNTWS
AT STILE ENDS MAY BE USED CHARTS WILL APPLY TO ENTIRE SYSTEM.
TYPICAL ELEVATION
;TYPICAL ELEVATION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
(.x > ( xx ) REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING IBGH VELOCITY
HURRICANE ZONE(HVHZ).
DOOR OPTIONS 1B OR 28Y WOOD BUCKED S BY OTHERS. MUST BE ANCHORPROPERLY TO c
TRANSFER LOADS TO THE STRUCTURE. ti
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DOORS LOAD CAPACrrY - FS? DOORS LOAD CAPACrTY - PSF ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS
BINDLE DOORS(X) DOUBLE (XX) EMBEDMENT TO BASE MATERIAL.SHALL BE BEYOND WALL DRESSING OR STUCCO. DO
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NOTE: CONTACT WITH OTHER DISSIMILARMATERIALS INCLUDING SLIT NOT TMAED TTERIALS�L�ME THE REQUIREMENTS THAT COME INTO
VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. OF CURRENT FLORIDA DAG.CODE SECTION 23.8.4.
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NOTE: D.LO. WIDTH (X DOORS) - FRAME MOTH - 13.75" y,
GLASS CAPACITIES ON THIS SHEET ARE O.LO. WIDTH(XX DOORS) _ (FRAME WIDTH - 25)/2 u� 3 1 6
BASED ON ASTM E1300-04 (3 SEC. GUSTS) drawing no.
AND FLORIDA BUILDING COMMISSION DOORS/SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. W13-01
DECLARATORY STATEMENT OCA05-DEC-219 SHUTTERS ARE NOT REQUIRED. sheet 1 of 11
DESIGN LOAD CAPACITY - PSF DOOR DOOR DOOR DOOR
AOR SIDELITE FRAME S9]ELITE SIDELITE FRAME SIDELITE FRAME SIDELITE FRAME
SIDELITE LEAF FRAME SIDELITE TO DOOR MULLION WIDTH WIDTH WIDTH WIDTH WiVTH WIDTH!IY WIDTH l `WIDTH
WIDTH WIDTH HEIGHT (SEE NOTE BELOW) i a
9YCHES INCHES 94CHES mm INT.(-)
24 80.0 80.0
30 80.0 80.0 /
C / H H
33 38 84 80.0 BOA /% I
fill, /I % /% ool, pill t•=ji
36 80.0 80.0 �t
37-t/8 77.6 77.6
39 73.8 73.8
42 1 8&6 88.6 ry
24 80.0 80.0
33 35 90 .80.0 80.0 (OX) Xox
36 80.0 80.0 ttteggqj g1
37-1/8 77.8 779 SIDELIT£ DOOR FRAME SIDELITE DOOR E SDELITE
39 73.8 739 WIDTH WIDTH WIDTH WIDTH WIDTH
24 Bolo 80.0 - -
30 80.0 s o
33 35 98 80.0 80.0 H J £ \ H
So
37-1/8 8 7777.8 /f/
\ 001 /0//, fill\ N
NC LION Oxx 3_ `
ENO ADOOR STLIE •._• (OIO(0 y __• $NM
O O EHE ANCHORS
SEE _ cV
H J £SHEET 3 SEE SHEET 1 CZ
OL$ _
o
�p as
►7erld7 B ��wD6 tM o
LFAF WIDTH
S10ELfTE WIDTH DOOR FRAME WIDTH �
SW(LE 37'MAX.
DOUBLE )7Y MAX.
SWILITE TO DOOR
INSTRUCTIONS: NOTE: c m$
D5£CHARTS AS FOLLOWS. GLASS CAPACITIES ON THIS SHEET ARE t$
BASED ON ASTM E1300-04 (3 SEC. GUSTS)
1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM AND FLORIDA BUILDING COMMISSION
TABLES ON SHEET 1. DECLARATORY STATEMENT DCA05—DEC-219 S
2. SELECT LOWER OF S9mm To DOOR MULLION
CAPACITY FROM TABLE ASM. agr:dA�AHt
VE
3. LOWER VALUES FROM STEPS I OR 2 WILL APPLY FF%3SJ87 70992 e
TO ENTIRE SYSTEM.
IUC 2013
draNing no.
• W13-01
6neot 4 or 11
M
Z
���QQQ}111
Q
WQh
iQ
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3/18'TEMPERED GLASS
3/8'AIR SPACE
3/18'ANN.GLASS 3/18'HEAT STREN'O GLASS 3/18°ANNEALED GLASS
.090 SAFI£X PVB BY'EASTMAN CHEMICAL C0.' 080 SAFIEX PVB BY'EASTMAN CHEMICAL.CO.' 090 SAFLEX PVB BY'EASTMAN CHEMICAL CO.'
MRERIAYERS-E 090 SEENTRYCA BY''DUPONT'ASTMAN C!{ENICAL CO.' 9 YERs f:o90 SEENTTRRYGLALAS�BY'VUPON' ICAL CO.* INTEPoAYERS-E:°D SSAFLEXENTRY US TASTMAN
'DUPONT'
CHEMICAL
CA.' pO
3/18"ANN.CLASS 3/18'HEAT STREN'D GLASS 3/18'HEAT STREN'D GLASS b
SILICONE SILICONE SILICONE elf
DOW CORNING 995 DOW CORNING 995DOW CORNING 995 C4
GEW CORNING 899 GE-CORNING 899 DOW CORNING 899
C -1200 GE-12(X) GE-1200 $
14 \ .v A i I! \ c z(j
n � f � n � I �` n i ti \ � T•g,
1 + i �' C,
SPACE CONSL444NG OF: O
ST. STEEL METAL SPACER AROUND
THE PERIMETER OF THE GLASS.
7/18" LAM. GLASS 7/18 LAM. GLASS a VWalcomplyli8MNhIM
1" OVERALL INSUL. LALs. GLASS 43 �
GLAZING OPTIONio'1 y�
(. Q
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JUL 2013 droning no.
W13-01
ahast 5 of 11
TYPICAL ATIONSANCHORS ter W000 BUCK
2eY WOOD SLICK �V
£OCE DIST. $E ELEVATIONS DIST..• SB:NOTE SHEET 1 OR
STRUCTURE Q
I" FOR SPACING a. SEE NOTE SHEET 1 METAL dl
.• e.' I E,�':•d.•
EDGE EDGE 01ST. STRUCTU�
n. ' < z
dCONCRETE.•' i:' I tL
It
ffi •.�: z a
TYPICAL
STYPICAL EE ELEYA ANCHORS
SEE .ANCHOR$ SEE ELEVATIONS FOR ANCHORS
V$
!l®_J FOR SPACING FOR SPACING 4
_
it MIAMI-RADE COUNTY APPROVED ij lY
I 1 LL y $
t l I I 1 SEE SEPARATE NOA
WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS --------- --------
MUST
------ S Itl Tr1i�i F
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
26 AND TRANSFER THEM TO THE BUILDING STRUCTURE. o
TYPICAL, ANCHORS: SEE ELEV.FOR SPACING TYPICAL ANCHORS
! TYPE 'A'- 1/4' OLA. ULTRAGON BY 'ELCO' (Fu=177 KSI.Fyalb5 KSI) SEEAM0NS r
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES FOR
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
THRU 113Y BUCKS INTO CONC. OR MASONRY yt n
a 1-3/4" MIN. EMBED INTO CONCRETE (PLEAD/SILL) 30N
1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 0$
TYPE 'B'- 1/4" DAULTRACON BY 'ELCO' (F-177 KSI,FjbiSS KSQ Zz�0
DIRECTLY INTO CONC. OR MASONRY
1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) o
1-1/4" MIN. EMBED INTO CONIC. OR MASONRY(JAMBS)11 J
TYPE 'C'- #14 ST/ST SMS OR SELF DRILLING SCREWS (Fu-100 KSI,FY-65 KIR)
tj
7s INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8'7
INTO METAL STRUCTURES (HEAD/SILL/JAMBS) „orot'ea>aoywurgwxntw
STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) 3
ALUMINUM : 1/8" THK. MIN. (8063-T5 MIN.)
I I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
6 �y 4�
I i i I TYPICAL EDGE DISTANCE
I INTO CONCRETE AND MASONRY = 2-1/2" MIN.
INTO WOOD STRUCTURE - 1" MIN. ro
I = I I INTO METAL STRUCTURE - 3/4" MIN.
6tj
I 21CONCRETE AT HEAD. SILL OR JAMBS t'a = 3000PSI MW.C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN.ANCHORS MAY BE HEX OR FLAT F AD. E,w,;J+� ,MAD
cw0. r
CAN. 5m
SEA
�PE I ' F F
mm
CO`NCTE.o ;'; a':•I' .v a a ° :. ALL JOINTS AND FRAME CONNECTIONS SEALED WITHTYPICAL ANCHORS _ g
° GE SCS2000 SILICONE SEALANT.
° EDGE DIST. E L..3 i 13 drawing no.
FOR SPACING
DOOR DETAILS W13-01
�.. sheet 8 of 11
3/8`MAX. C ,/2"MAX.
SHIM O \•l SHIM O
2 'BY WOW 8'UCK
.SEE NOTE SHEET 1 r
ACTIVE LEAF
21 ¢ TYWCN.ANCHORS
TYPICAL ANCHORS ' SEP Ems•
SEE ELEV. " FOR FAZINGQ,
FOR SPACMO ffO
it
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28 28
METAL EXTERIOR ~
STRUCTURE LEAF WIDTH 3 POINT LOCK
n�p�p�royrcdtlagggomla9NRABN
PATH DEAD BOLT """-" �p�y�
DOOR FRAME WIDTH SEE SHEET 9
anf PSi
,/2-MAX.
SHIM
/2'MAX' 3 POINT LOCK
SHIM WITH DEAD BOLT WOOD BUCK ,,N M
CONr�.6pETE. SEE 8 FLUSH BOLT WOOD SIT8ICTURE $;M
OR CI SEE NOTE SHEET 1 Z Z 1y
MASONRY.•.. ACTIVE LEAF INACTIVE LEAF W.
, p v
24 e
TYPICAL ANCHORS
SEE ELEV.. j..
FOR SPACI; . 0
23M
F TYPICAL.ANCHORS 8
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EXTERIOR
LEAF WIDTH LEAF WIDTH
DOOR FRAME WIDTH
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DOOR DETAILS W13-01
sheet 7 of 11
TYPICAL ANCHORS
SEE ELEVATIONS !R o�
EOCE DISL FOR SPACING 4Y
p'. ,>.. I •. 'CONCRETE 0 J
a
O n LL
12 C
3 8�3Q
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0
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MAX-MATING JAMB FASTEERS
N
SHIM�. y 2 FOR LOCATIONS
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ON SHEETS 1 &2 IY
WASOM
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i I'• D.L.OPG. LEAF WIDTH
SIDEUTE WIDTH DOOR FRAME WIDTH
37'MAX.SINGLE(X)
7Y MAX.DOUBLE(XXj g
i FRAME WIDTH p ffi
TYPICAL ANCHORS1A 09{0WCpq 1yIgSriiNIIID ?
FOR SPACING APPLY SEALANT I 8
3 BEFORE MATING 11 L
(• Gr��t� o
NOTE: LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3/8° p a
12 c
< rM Engr.✓AVADCN`p,�
\ CAFLA N.[__7 m c �'
CONCRETE, 'I v. . .� o
3 13 droving no.
EDGE DIST. s���� W13-09
FOR SPACING SIDELITE DETAILS
anent g of 11
BILL OF MATERIALS
EXTRUSIONS MISCELLANEOUS ztt--
1701 1 PARI Ra DEXCRD'TION MA7EWl6. IfA61F. REIMS REB 1 WOE PAST ft DESfAD+m MA7ERW. !6L'61F. MW
I CW-189 FRR4E MEAD ANO SILL 6063-76 CGI WRUDER 21 MB - 1 fm GMT FM NESIM 66 EUV
2 CGI-190 FM JAMB 6063-76 CGI EXTRUDER 22 N6 32081 .350 FUM GOO FRAM ImEsm OR mav � 8
3 CW-196 SIDMITE fS:AD AN SILL 6063-76 CGI EXTROBER 23 HC W333M 487 x.320 VEAYWATRIP PILE V/CENTER FIN VOR RIRM OR EQUIV
4 CW-197 FREE STAT NSM UTE JABS 606346 CGI EXTRUDER 24 TO V333EM 487 X SOD HIGH PRE V'STRIPPIMG VML V/FM RTRAFAD OR EQM
5 CW-198 IWTMG=MR JA" 6063-76 WI FBTRIIDER 25 M9 CH-IW-D MW t4 I/8'X 47 k0DIA1 WI-CIIXTGM
6 CW-193 Pm TOP AND 807101 RAR 6663.76 CGI EXTRODER 25A AB800-U532D HUYt 44 1/2'X 47 lip a
7 CW-194 PMM MOM STILE 6063-76 CGI Exam 2SB of A8876iIS3 IW$4:44 1/2'x 47 S/S IIAGER
9 CGI-199 NEAR am 6063-T6 CGI EXTRUDER 66 M4 CM-MV %AM SAO 0RD YINTL WFCU516M 0 rr<
l2 CW-I91 FRWO:WAD ANO SRL CREW CUM 6063-T5 CGI EXTRUDER 27 )0 3/8'-16 MY NEW RW-=MD VITH 3/8.WX NTT zm PLATED 0 pc@l�W
13 CGI-M FRAME HEAD AND SILL 61ANTE0 SCREW MM 6963-15 CCI MRM 0
14 CTI-121 7/16•Q=C4A�MG BEAD 6963-T5 CW EXTRUDER iL 0{�
11A CM-123 V FilffSS RA2M0 BEAD 6063-15 CW 111m= NOTE: ITEM NUMBERS 8. 10 & 11 ARE NOT USED i3
15 CGI-200 SHEAR BLOCK PLATE 666346 CGI EXTRb= ow
�elll
16 CW-195 ASIRAGAL 6663-78 WI EXTIWSR
17 CEI-SOB SCREW COVER 6863-TS CW EXTRUIMR
LOCKING HARDWARE
PART ft BESCRIPIRN MATERIAL AM. mxm � v
CW-4503Pf. 3 POMT LOOX ASS£HBI.Y fAC W LEAF) WI-QSTIH USD BY ALL mnm
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20 1 f0 X 1 V4'PH SMS-ASSHBLY 3 PER WIMER
JAVAO mm
FLA.PE/70582
N.X538
CA
0134,
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drawing no.
6613-01
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Ca CUSTOM W13-01
3-POINT LOCK aheat$,1ot 17
3b25 1.788 4 v
.125 +p 1�
.750
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.10D .082 1.825 a
080 F k
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Q DOOR FRAME HEAD/SILL 12 FRAME COVER tf�5,1
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3.825 1.b87 QppppQGG $$
2.458 �n�
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080 ql
8.438 ,075 ;6
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1.440
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1.755 0 HINGE & LOCK STILE M
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9 t8
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3.003 .875
1.125 T.075
1.081
.995 .056
.120 .286 c<
•� 1.184
14
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DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. GLASS) sheat 10oI 11
4
20
ASSEMBLY FASTENERS TO INSTALLED M
ASSEMBLY FASTENERS TO BE INSTAL—% 4i4 / PRIOR TO JOINING MATING JAMBS / Z
PI80It TO JONNG MATING JAMBS Y/ ��yo, % % O
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I
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SEE SHEET 8 as f�
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