PL-14-1549 pr IL - J511_ 5?
Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores,FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-230679 Permit Number: PL-7-14-1549
Scheduled Inspection Date:August 20,2015 Permit Type: Plumbing- Residential
Inspector: Diaz,Osvaldo Inspection Type: Final
Owner: WEBER,STEVEN&VIRGINIA Work Classification: Addition/Alteration
Job Address:1214 NE 92 Street
Miami Shores,FL 33138- Phone Number (631)379-8547
Parcel Number 1132050270480
Project: <NONE>
Contractor: UNIVERSAL PLUMBING CORP Phone: (305)887-3131
Building Department Comments
CHANGE WATER ON DEMAND TO CONNECT EXISTING Infractio Passed Comments
KITCHEN RENO INSPECTOR COMMENTS False
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-216158.
V�
Failed E]
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
August 19,2015 For inspections please call: (305)762-4949 Page 6 of 41
Miami Shores VillageI ,r , ,
Building Department JUL 17 2014
10050 N.E.2nd Avenue, Miami Shores,Florida 33138
BY:
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
,��FBC ZO(C)
BUILDING Master Permit No. 1`7 /1-/ - 0_!;-L1S
PERMIT APPLICATION Sub Permit No.;2G /�_z ---
❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
XLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
/ J CONTRACTOR DRAWINGS
JOB ADDRESS: !O1 1cl.el !KA"10 t,
City: Miami Shores County: Miami Dade Zip: _r o(s
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
9.
OWNER:Name(Fee Simple Titleholder): jA Phone#:
Address:
'City: p:
"'1.�h'�.L �`d/f �1� State: 4L Zi
Tenant/Lessee Na Me: Phone#: �� — T U-<
Email: /
CONTRACTOR:Company Name: 6n,�!/w&AlG �G61J�� jt �l� Phon �JPV�V-0�9X
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Address:/4 �O ,,r/
City: If w`'� State: /'!� Zip: 3`ly�'f
Qualifier Name: Phone#:&z,4 y
State Certification or Registration Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: 00 City: State: Zip:
Value of Work for this Permit:$
Square/Linear Footage of Work:
Type of Work: ❑ Add' i n ❑ Alteration
E:1 Nei ❑ Repair/Replace ❑ De lition
Description of ork:
Specify olor of color thru tile:
Submittal Fee$ Permit Fee$ 2 5- �ZY CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(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. a
"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.
Signature
"t� Si • '�
� OW ER or AGENT CONTRACTOR
,a
The foregoing instrument was acknowledged before me this The foregoing instrument wa cknowledged before me this
1�day of ��\y ,20 �, by d� day of v 20 4Z -by
Qbtr who is personally known to ,who is personally known to
me or who has produced f 0 L, as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLI .
Sign: g
Print: r1 A Print:
Q�
Seal: �a ACOW
LYELYN ARTOLA Seal: a�gP`°° EXPIRES April 17,2017
Notary Public,State of Florida (40�398-0153 FioridablotaryService.com
Commis 0d EE 187448
My comm.expires Feb.7,2018
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
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"Character,
Dynamic, V e r s a e "-P
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Our projects included new construction, additions, built outs, remodeling, and
renovation; our highly skilled contractors and managers will finish the task at Proposal.
hand in a timely and efficient manner.
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Proposal
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January 9, 2015
From:Mr. Joel L. Perez
Versatile Structure, Inc.
20 NW 87th AVE Suite No.A218 Miami FL 33172
Mobile: 305.970.4777
Email:jperez@versatilestructure.com
To: To: Mr. Weber Iglesias.
The Owner.
1214 NE 92"d St
Miami Shores, FL 33138
Email: virg76@hotmail.com
Attn: Mr. Weber Iglesias.
Project: Proposed Remodeling for: Mr. Weber Iglesias Residence.
Versatile Structure, Inc. appreciates the opportunity to present this proposal for your consideration.
With many years of experience, our company specializes in projects for new construction, additions,
built outs, remodeling, and renovation. Using highly qualified and experience personnel, contractors
and managers, we will finish the task at hand in a timely and efficient manner; always following the
plan specifications and building codes.
This proposal is for the coordination and construction of the Finished of the above referenced project,
Proposed Remodeling for Mr. Weber Iglesias Residence (1 214 nd St Miami Shores, FL
33138). From Demolitions to the finished end, our proposal is based on measured take on 12/1/2014,
we are willing to meet with you at your earliest convenience, if you deemed necessary, to discuss in
great detail all possible schedules for your particular project. We will go over your expectations and
concerns for the project and determine the best route to take.
vers at i I eO ® structure
"Character,Dynamic and Solid Work." 10
Proposal
IMA
Division 1.General Requirements. ----
• Approvals and Taxes.
• All Safety Laws, Rules and Regulations.
Submittals Included
• Construction Photographs.
• Shop Drawing, Product Data and Samples.
Quality Control Included
• Inspection Services.
• Contractor's Quality Control.
All Work will be performed in the best and most professional manner by mechanics skilled
in their respective trades.
46 All work will be in accordance with applicable national and local codes and conventional
guidelines, including the latest supplemental ("Hurricanes") code requirements for Miami
Dade County.
• Manufacturer's Field Services.
Construction Facilities and Temporary Controls Included
• Temporary Construction.
• Construction Aids.
• Project identification and signs.
Material and Equipment Included
• Delivered Storage and Handling.
• Installation Standard.
Contract Closeout Included
• Final Cleaning.
All dust, debris, oils, stains and glues from exposed surfaces including Concrete, Pavers
and Walls shall be washed. Everything must be cleaned to achieve substantial completion.
• Project Record Documents.
versa ti I e ` ® tructure
"Character,Dynamic and Solid Work."
Proposal
Division 2 Site Work
Site Preparation Included
• Selective Demolition
- Demolition will be applied to the Wall area 1, 2, 3 &4.
- Demolition will be applied to the Floor area 4.
Division 5. Metals.
• Labor Included
- All Metals work will be in accordance with The Florida Building Code and any others
applicable local code.
Metal Supports Included
• No-load-Bearing Wall Framing will be applied to the Closets area and Soffit will be built.
46 Interior studs for shall consist of 1'/"- 3 5/8"- 5 '/°wide metal studs.
Interior Partitions comers shall be reinforced with additional L-shaped metal bracing.
Division 6 Wood and Plastics
Finish Carpentry Included
• Millwork.
- Lumber and millwork will be protect from dampness, and maintaining moisture content
specified both during and after delivery at site.
- Interior wood door jambs will be of solid Rabbeted construction.
- All interior Baseboard and Casing will be E.F San Juan or Approved equivalent.
• Prefinished Wood Paneling.
Division 7 Thermal and Moisture Protection
Insulation Included
• Building Insulation
- All caulking and weather barrier material require for weather tight conditions. Al occupier
spaces shall receive an insulation barrier that is continuous at all exterior wall, ceiling and
floor surfaces.
WaterprooFng Included
• Sheet Membrane Waterproofing.
• Sheet Metal Flashing and Trim.
Joint Sealers Included
• Sealants and Caulks.
vers atileld tructur
"Character,Dynamic and Solid Work."
Proposal
IMA
Division 9. Finishes.
Lath and Plaster Included
• Furring and Lathing will be applied to the partitions will be built.
46 Provide new 1 X 4 P.T Wood furring piece fastened only to Wood frame members.
• Gypsum Plaster will be applied to the Partitions will be built.
'' A thin skin coat of joint compound, or a material manufactured specially for this purpose,
will be applied to the entire surface. The surface will be smooth and free of tools marks and
ridges.
46 Provided new skin coat of plaster with smooth finish on all interior wall and ceiling.
Gypsum Board Included
• Gypsum Board Systems will be applied to the Closets area and Soffit will be built.
Gypsum wallboard material will be 5/8 u thick for wall and 5/8 thick for ceiling. All GWB
Bathrooms will be of the moisture resistant thick.
• Gypsum board Accessories will be applied to the Closets area and Soffit will be built.
GWB accessories will be equal to USG. All exposed corner and GWB edges will be
appropriated metal accessories.
Painting Included
• Provided new painting coat finish on all interior wall and ceiling where needed.
SERVICES NOT INCLUDED IN THIS AGREEMENT ARE:
A. Test and others (material) testing may be required before, during and/or after construction.
B. Survey and Layout Data.
C. Variance process, if required.
D. Permit, Permit process fees, Permit fees.
E. Landscaping.
vers atilel ® tructure
"Character,Dynamic and Solid Work."
Proposal
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Versatile Structure, Inc. is willing to accept the Lump Sum Amount of.-$6,700.00
The price includes the cost for Architectural from Demolition of Structural Elements to the finished
end. Partial payment will be required as per the payment schedule below:
PSI YMENT SGHEDUL E
Contractor Sign Fee Deposit 50% $8,075.00
Demolitions 25% $4,845.00
Finish 25% $1,615.00
r RMS
Any alteration, deviation and/or changes in plans from above specifications involving extra cost will be
executed only upon written orders approved (signed) by designer agent of the General Contractor,
and will become an extra charge over and above the estimate.
All agreements, contingent upon strike, accidents, or delays beyond our control.
Payment shall be made in accordance with this agreement. Versatile Structure Inc shall impose a
1.5% monthly late charge fee on any payment received more than thirty days after due date. In the
event that the payments are not timely made, Versatile Structure, Inc. shall be entitled to recover all
costs associated with collection of funds due and owing, including but not limited to reasonable
attorney's fee for collection, litigation and appeal.
This proposal is subject to final approval by an authorized agent or officer of Versatile Structure, Inc.
following acceptance by you. Only then so accepted and finally approved shall this proposal
constitute a contract between us.
If we can be of any further help please don't hesitate to call us.
Approved By: Accepted By:
Joel L. Perez omplots Name)
Versatile Structure, Inc
Mr. eber Iglesia
ye C > c� tl I e v� Astructure
"Character,Dynamic and Solid Work."
dr
Mission: Rick Scott
Governor
To protect,promote&improve the health
of all people in Florida through integrated
state,county&community efforts. John H.Armstrong, MD, FACS
HFALMState Surgeon General&Secretary
Vision:To be the Healthiest State in the Nation
October 27, 2014
Belgica Escoto
14
11965 SW 31 Court
Hollywood, FL 33025
RE: Modification to a Single Family Residence - No Bedroom Addition
Application Document Number: AP1163392 A
Centrax Permit Number: 13-SC-1566145
1214 NE 92 Street
Miami, FL 33138
Lot: 10 Block: 3 Subdivision: Bay Lure All&
Dear Applicant,
P Y
This will acknowledge receipt of a floor plan and site plan on 10/20/2014 for the use of the existing
onsite sewage treatment and disposal system located on the above referenced property. Proposed
new enclose a/c area from garage to a new laundry room and kitchen renovation.
No objection letter was issued by C. Icaza on 10/27/14.
This office has reviewed and verified the floor plan and site plan you submitted, for the proposed
remodeling addition or modification to your single-family home. Based on the information you provided,
the Health Department concludes that the proposed remodeling addition or modification is not adding a
bedroom and that it does not appear to cover any part of the existing system or encroach on the
required setback or unobstructed area. No existing system inspection or evaluation and assessment,
or modification, replacement, or upgrade authorization is required.
Because an inspection or evaluation of the existing septic system was not conducted, the Department
cannot attest to the existing system's current condition, size, or adequacy to serve the proposed use.
You may request a voluntary inspection and assessment of your system from a licensed septic tank
contractor or plumber, or a person certified under section 381.0101, Florida Statutes.
If you have any questions, please call our office at (305) 623-3500.
Sincere y,
I
Carl s I az
En *6 11
De4pDartent of Health in Dade County
Florida Department of Health www.floridahealth.gov
in Dade County- -,Florida TWITTER:HealthyFLA
PHONE: (305)623-3500 FACEBOOK:FLDepartmentofHeafth
YOUTUBE:fidoh
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FENCE
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N89"22'45"W 75.00' PPOLE RON ROOWER FOUND 1/2-
0.4'S AND CAP
FENCE #5734
0.1'W W A T E R S E D G E
0.9'S (P,B, 9, PG. 141, M.D.C.R.)
SCALE: 1"=20' SKETCH NO.: 13-1112
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DRAN BY: Q.D.I. SIDE 2 OF 2
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_ PINNELL SUR VEY .INC.
5300 W.HILLSBORO BLVD.,SUITE 215-A COCONUT CREEK,FLORIDA 33073
PHONE(954)418-4940 FAX(954)418-4941 EMAIL:order@sfland net
FF4CERTIFICATE NO.:LB6857
SURVEY ADDRESS: CERTIFY TO:
1214 N.E.92ND STREET 1.STEVEN AND VIRGINIA WEBER
MIAMI SHORES,FLORIDA 33138
FLOOD ZONE&ELEVATIONS:
FLOOD ZONE:AE
BASE FLOOD ELEVATION:8' POTENTIAL ENCROACIMENTS:
CONTROL PANEL NO.:120652-0306-L
DATE OF FIRM INDEX:09/11/09 1.4 FOOT CHAIN LINK FENCE CROSSES OVER THE WESTERLY PROPERTY LINE.
2.4 FOOT P.V.C.FENCE CROSSES OVER THE EASTERLY PROPERTY LINE.
LEGAL DESCRIPTION:
LOT 10,BLOCK 3,OF"BAY LURE",ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 44,AT PAGE 63,OF THE PUBLIC
RECORDS OF MIAMI-DARE COUNTY,FLORIDA.
LEGEND&ABBREVIATIONS:
A =ARC D.E. =DRAINAGE EASEMENT P.C. =POINT OF CURVATURE
A/C =AIR CONDITIONER ELEV. =ELEVATION P.I. =POINT OF INTERSECTION
A.E. =ANCHOR EASEMENT E.M. =ELECTRIC METER P.R.C. =POINT OF REVERSE CURVE
ASPH. =ASPHALT F.P.&L. =FLORIDA POWER&LIGHT P.O.B. =POINT OF BEGINNING
B.1VL =BENCHMARK L.B. =LICENSED BUSINESS P.O.C. =POINT OF COMMENCEMENT
B.C.R. =BROWARD COUNTY RECORDS L.P. =LIGHT POLE P.P. =POWER POLE
C.B.S. =CONCRETE BLOCK STRUCTURE M.H. =MANHOLE R =RADIUS
CHATT. =CHATTAHOOCIIEE (M) =MEASURED RES. =RESIDENCE
CONC. =CONCRETE MAINT. =MAINTENANCE R/W =RIGHT-OF-WAY
C.L.F. =CHAIN LINK FENCE NO. =NUMBER T =TANGENT
C.L.P. =CONCRETE LIGHT POLE N.G.V.D.=NATIONAL GEODETIC VERTICAL DATUM (TYP.) =TYPICAL
(C) =CALCULATED O.H. =OVERHANG U.E. =UTII.ITY EASEMENT
C.B. =CHORD BEARING O.R.B. =OFFICIAL RECORDS BOOR W.F. =WOOD FENCE
C.R. =CABLE RISER O/S =OFFSET W.M. =WATER METER
=13EED (p) =PLAT A =DELTA OR CENTRAL ANGLE
D.B. =DEf D"B®QK P.B.CJL =PALM BEACH COUNTY RECORDS =CENTERLINE
•4D.L"J2.=MIAtvlI•IDADE CO'[+IVTYfECORDS P.B. =PLAT BOOK ' =ELEVATION
CERTIFICATION:
NERAL NOTES: CERT
•
;f.MjOF SURVEY:BQUNDARj... THIS IS TO CERTIFY THAT I HAVE RECENTLY SURVEYED THE
& SURY"NAB BEEN REVISED AS INDICATED IN THE REVISION PROPERTY DESCRIBED IN THE FOREGOING TITLE CAPTION AND
• BJ SHOWN HEREON,THEN%WAND ALL PREVIOUS VERSIONS OF HAVE SET OR FOUND MONUMENTS AS INDICATED ON THIS
•"WSURVAVVJ"4RED Bt P" LL SURVEY,INC.ARE NULL&VOID. SKETCH AND THAT SAID ABOVE GROUND SURVEY AND SKETCH
•$.4MIPROPERW SHOWN HERHDN WjkS NOT ABSTRACTED FOR ARE ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE
rDWIN-EERSHIP,R7GHTS-OF-R it Y `TTS OR vTrIEit MATTERS OF AND BELIEF.I FURTHER CERTIFY THAT THIS SURVEY MEETS
. ARD BY PPTNEI,�SURVY!INC•tiTHERE MAY BE ADDITIONAL SIM TECHNICAL STANDARDS UNDER RULE 5J-17,
. RESTRICTIONB+IISAC ARE NOT DEPICTED ON THIS SURVEY THAT MAY FLORIDA ADMINISTRATIVE CODE,ADOPTED BY THE FLORIDA
•dWAUND IN THE PbBLIC WtPRDS OF THE COUNTY,FOR WHICH THE STATE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS.
SUB%CT PRttEjTY IS LOCATE19 IN.
4.UNLESS OTEMVN£B NOTED,FIELD MEASUREMENTS ARE IN THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE
AGREEMENT wrH RECORD YRAsu ANTS, ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
5.ELEVATIONS SHOWN HEREON(IF ANY)ARE BASED ON THE NATIONAL AND MAPPER
GEODETIC VERTICAL DATUM OF 1929,UNLESS OTHERWISE NOTED.
6.UNDERGROUND IMPROVEMENTS AND UTILITIES ARE NOT LOCATED.
7.FENCE AND WALL OWNERSHIP IS NOT DETERIYUNED.
S.THIS DRAWING IS THE PROPERTY OF PINNELL SURVEY,INC.AND SHALL
NOT BE USED OR REPRODUCED,WHOLE OR IN PART WITHOUT 1
WRITTEN PERMISSION&AUTHORIZATION FROM PINNELL SURVEY,INC.
9.ALL EASEMIU B SHOWN ON THE ATTACHED DRAWING ARE PER THE
RECORD PLAT(UNLESS OTHERWISE NOTED). 27 /
10.THIS SURVEY IS FOR MORTGAGE AND TITLE PURPOSES ONLY.
11.BEARINGS SHOWN HEREON ARE BASED ON A BEARING OF JASON It PINNELL
SOUTH 89°22'45"E ALONG THE NORTHERLY LINE OF LOT 10, PROFESSIONAL SURVEYOR&MAPPER
BLOCK 3,P.B.44,PG.63,M-D-CJL LICENSE NO.5734,STATE OF FLORIDA
h SKETCH NO.: 13-1112
DATE OF SURVEY: 07/12/13
CHECKED BY:S.A.
UPDATE SURVEY(14-0242) 02/26/14 S.A. FIELD BOOK/PAGE:FILE
REVISIONS DATE CHK'D BY �S�;El OF 2
I
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MIAMI- ADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 P(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miF&midttde.gov/ nomnomv
Sunshine Windows Manufacturing,Inc.
1745 W.33d Place
Hialeah,FL 33012
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 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.
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.
Thisrodu
p ct is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION:Series 1120011181411 Outswing Aluminum French Door-L.M.I.
APPROVAL DOCUMENT: Drawing No.FDOI-13,titled"Series 2001 Aluminum French Door-Impact
Resistant Glass,sheets 01 through 08 of 08,dated 04/02/08,with the latest revision dated 04/19/14,prepared
by manufacturer,signed and sealed b Francisco Hernandez P.E, bearing the Mami-Dade County Product
Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami-
Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted
herein.
REVISION 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 bepailabte;oto n1pt etpga*w job site at the request of the Building Official.
This NOA revises and tgnewv NJY4 TJo;1*-.f4i§.16 and consists of tWExpiratio
ages E-1
and E-2,and Green SustaiflabWAftribu1Q?(QSA).age G-1 as well as aponed above.
The submitted documentation was reviewcd by Jaime D.Gascon,P.E. -711014-
0:0
. ••• . •
• •
•: : • '•' . .• 4-0109.06
t• E C MY • •• • • •
... . y 08,2018
i Approval Date: May 08,2014
Page i
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••
• •
. . . . . . . . . .
. •• •• . . . :0
• ..
... . . . ... . .
Sunshine Windows Manufacturing.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No.FD01-13,titled"Series 2001 Aluminum French Door-Impact Resistant
Glass, sheets 01 through 08 of 08, dated 04/02/08, with the latest revision dated
04/19/14,prepared by manufacturer,signed and sealed by Francisco Hernandez,P.E.
B. TESTS
1. Test report 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 20294 -
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entry Test, Side-Hinged Door Systems, per FBC, chapter
24113.2.1,TAS 202-94 and per AAMA 1304-02
along with marked-up drawings and installation diagram of an Aluminum swinging
Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7262,dated 05/15/13,signed and sealed by Marlin D.Brinson,P.E.
2. Test report on: 1) Air Infltration 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
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entry Test, Side--Hinged Door Systems,per FBC,chapter
24113.2.1,TAS 202-94 and per AAMA 1304-02
along with marked-up drawings and installation diagram of an Aluminum swinging
Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTI,3399,dated 08/16/02,signed and sealed by Joseph C. Chan,P.E.
(Submitted wider previous NOA No. 02-1104.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying.with the Florida
Building Code, prepared, dated 10/15/13, signed and sealed by Francisco Hernandez,
P.E.
2. Glazing complies with ASTM E1300-98/04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
.. ... . . . . . ..
.. ... .. . . . ..
Jaime,D.Gascon,P.E.
• ••• • ••• • • Product Control Section Supervisor
••• NOA No.14-0109.06
. .. . . .. . . .
• • • ••• Expiration Date: May 08,2018
Approval Date: May 08,2014
••• • • • • ••e • r'6`1
• • • • • • • • • •
••• • • •
000 0 0
Sunshine Windows Manufacturing,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
I. Notice of Acceptance No. 134129.27 issued to E.I.DuPont DeNemours &Co.,Inc.
for their"DuPont Butaeite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16.
2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (VIA)
for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on
05/21/16.
F. STATEMENTS
1. Statement letter of conformance and complying with FDC-2010- and with
AAMA/ WDMA/ CSA 101/ I.S. 2/ A440, issued, dated 12/05/13, signed and
sealed by Francisco Hernandez,P. E.
2. Statement letter of no financial interest and independence, issued, dated 12/05/13, j
signed and sealed by Francisco Hernandez,P.E.
3. Laboratory compliance letter prepared by Fenestration Testing Laboratory, Inc., for
Test Report PTL-7262,dated 05/15/13,signed&sealed by Marlin D.Brinson,P.E.
4. Laboratory addendum letter prepared by Fenestration Testing Laboratory, Inc., for
Test Report No.FTL-3399,dated 04/24/03,signed and sealed Joseph C. Chan,P.E.
(Submitted under previous NOA No. 02-1104.03)
5. Laboratory compliance letter prepared by Fenestration Testing Laboratory, Inc., for
Test Report No.FTL•-3399,dated 08/16/02,signed and sealed Joseph C. Chan,P.E.
(Submitted under previous NOA No. 02-1104.03)
G. OTHERS
1. Notice of Acceptance No. 13-0416.16,issued to Sunshine Windows Manufacturing,
Inc.for their Series"2001 French"8-Ft.Outswing Aluminum Glazed Door-L.M.I.,
approved on 05/09/13 and expiring on 05/08/14.
2. NFRC U Factor, SHGC, VT & Condensation Resistance Computer Simulation
Report p on: DDFR "Test Procedure for Measuring the Steady State Thermal
Transmittance of Fenestration Systems"of the series 2001 Aluminum glazed outswing
French door at all members, along with attached Description Table Abbreviations in
Appendix, submittal Form and Drawings, marked-up by Fenestration Testing
Laboratory, Inc., Simulation Report No. FTL-7625, pages 01 to 05 of 05, including
Miami-Dade County NOA No. 12=0209.05 approval drawings, sheets 01 to 07 of 07,
dated 12/03/13 and signed by Jose Sanchez, NFRC Certified Simulator-Irl-
Responsible-Charge(CSIRC).
.. ... . . • . . .•
. .. . . . . .
•• . . . • ... . ,
Jaime D.Gascon, .E.
• 000 • •.• Product Control Sectlon Supervisgr
• • • • ' • • NOA No. 14-0109.06
. . . . . . .
• •• . .. . 000 0• Expiration Date: May 08,2018
Approval Date: May 08,2014
E-2
. . .• . ...• •
. . . . .
. •. •• . . . •• •.
... . . . ... . .
i
Sunshine Windows Manufacturim,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
I. GREEN SUSTAINABLE ATTRIBUTES (GSA) _
SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction
materials. The documentation submitted has been reviewed by Miami-Dade County, Department of
Regulatory and Economic Resources(RER),Product Control Section(PCS).
MAN .: fiffi
til'^` ......
Simulation Report Product G.8: G.9:
mu
ID No. No.: Description Glazing Components: U Value SHGC
01-00 3/16 Clear 1.07 0.57
01-01 3/16 Solar Bronze 1.07 0.46
01-02 3/16 Solar Gray 1.07 0.43
01-03 3/16 Solex 1.07 0.45
01-04 1/4 Clear 1.07 0.56
01-05 1/4 Solar Bronze 1.07 0.44
01-06 1/4 Solar Gray 1.07 0.41
01-07 1/4 Solex 1.07 0.43
-
02 00 FTI r-�625 DDFR 1/8 clr./0.090 Saflex IIIG/1/8clr. 1.03 0.51
02-01 1/8 clr./0.090 Saflex IIIG/1/8 bronze 1.03 0.45
02-02 1/8 bronze/0.090 Saflex IIIG/ 1/8 bronze 1.03 0.40
02-03 1/8 clr./0.090 Saflex IIIG/1/8 My 1.03 0.43
02-04 1/8 /0.090 Saflex IIIG/1/8 ny 1.03 0.37
03-00 . 1/8 SB60/0.090 PVB 1/8 clr. 1.03 0.32
04-00 1/8 Solar /0.090 PVB 1/8--SB60 1.03 0.31
05-00 1/8 Solar gray/0.090 PVB 1/8-SB70XL 1.03 0.27
Le end
Abbreviations: Description:
PVB Poly Vinyl Interlayer
Saflex IIIG Clear Saflex Interlayer
clr. Clear glass
SB60 PPG Solarban 60 or 70 @#2 Surface T ical
SB70XL PPG Solarban 60 or 70 @#2 Surface Typical
.. ... . . . . . ..
.. .
.. . . %:.00 f
.
Jaime D.,Gascon, .E.
"' 000
•.• • see Product Control Section Supervisor
:0: •.' . .' NOA No.14-0109.06
0.0 :0 :.. '.' Expiration Date: May 08,2018
Approval Date: May 08,2014
G-1 •
... . . . . ... . .
. . . . . . . . . .
SEE INTERLOCK CLUSTER GENERAL NOTES:
5" 12' DETAILS ON SHEET'2 OF 8
51 le moz 1� THIS PRODUCT MEETS THE REQUIREMENTS OF 2010 FBC. A1
16
2.- SHUTTERS ARE NOT REQUIRED.
1- REFERENCE TEST REPORT M - 7262 DATED ON 4/15/2013.
msYme Vindm
4.- FOR INSTALLATION REFER TO INSTALLATION NOTES ON SHEET 6 OF 8. SEE Mmfa*kg,k.
CLUSTERS DETAILS ON SHEET 2 OF 8 AND ALSO TYPICAL DETAILS ON 1746 W.33rd Plus
Weab,flo0a 33012
25 7/8" 25 7/8" SHEETS 3, 4 AND 6 OF'S. Ph:(300364-4M2
MAX. D.L.O. MAX, D.LO.
5, WOOD BUCKS (By OTHERS) SHALL BE PROPERLY ATIACHED TO SUSTAIN
AND TRANSFER LOADS IMPOSED BY GLAZING SYSTEM TO THE STRUCTURE
AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW
INSTALLATION,
&_ WOOD HOST STRUCTURE SHALL BE SOUTHERN YELLOW PINE G = 0.55 OF
EKE-) GREATER DENSITY.
n 15ch E 15
7� CONCRETE / MASONRY STRUCTURE FOR DOOR ATTACHMENT SHALL COMPLY
14 WITH THE FOLLOWING REQUIREMENTS'
- CONCRETE STRENGTH fc'28 -3000 PSI MIN.
- emu As PER ASTM COO.-NORMAL WEIGHT WITH A MINIMUM COMPRESSIVE
STRENGTH OF CONCRETE MASONRY UNIT OF 1900 IS,
REV. - FILLED CMU fm' - 2000 PSI MIN.
NO LESS
MATXII�
16-i
L\ REV./
8, THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL BE
THAN 1/8'. ALUMINUM SHALL BE 6063-Te.
ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL JE PROJECTED
16 (Ery OTHERS) AS SPECIFIED IN SECTION 200.3.11.4 OF THE 58C.
45' .12- ' 16 10- STEEL HOST STRUCTURE SHALL BE NOT LESS THAN 18 GAUGE IN
0 a*:*a
MAX,MM
M6. MAX. MAX. THICKNESS WITH Fy = 36 KSI MIN.
,YS
TJV� TER OFFS •
. SHS
,_TQ li, DOORS REQUIRING FULL •
USER pAssAoE SHALL COMPLY wi"WM • Lose:
37' 72" REQUIREMENTS PER 2010 FLORIDA BUILDING CODE, SECTIONOIM%1.1 0
(MEANS OF EGRESS) AND 2012 FLORIDA ACCESSIBILITY CODE, SECTION
MAX. DOOR FRAME WIDTH MAX. DOOR FRAME WIDTH 402.2.3 (CLEAR WIDTH AND MANEUVERING CLEARANCES)- ***- & be*
0 00
0 *:a
IONS 12.- COLONIAL MUNTINS •
CAN BE APPLIED. a
13� SEE FRAME CORNERS AND PANEL CORNERS DETAILS ON SHEET*8*OF 8.
000*00 0
DESIGN PRESSURES 14.- USE NON-SHRINK, NON-METALLIC HYDRAULIC CEMENT GRCIJT PIR ISTM
DOOR LEAF DEMON PRESSURE (PSF) C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY.
MAX. DOORWIDT14
INDEX OF DRAWINGS FRAME HEIGHT (NOMN&) EXT. (+) Kr.
1 OF 8 DOW ELEVATIONS, DESIGN PRESSURES CHART. 81-0. V-0" 77.13 77.13
•
GENERAL NOTES AND INDEX OF DRAWINGS. 2'-6" * 80.00 89.13
2 OF 8 INTERLOCK CLUSTERS DETAILS 61-8. 3'-0' 80.00 90.00
2'-6- *
3 OF a TYPICAL HEAD SECTIONS. 1 80.00 1 90-00
- FOR DOOR LEAF UNDER V-O SEE NOTE 11.
4 OF 8 TYPICAL JAMB SECTIONS.
DRAWING No.
5 OF a TYPICAL SILL SECTIONS. FLUSH BOLTS: IMID FD01-13
ODUC' F100a
HORIZONTAL.SECTIONS & INSTALLATION NOTES. I.-TOTAL OF 4 (2 AT ACTIVE LEAF AND 2 AT INACTIVE __p' DATE:05/1 8201
6 OF 8 HOP Wd.n. -
LEAF AT HEAD AND AT SILL OF FACH).
7 OF 8 VERTICAL SECTIONS & MATERIAL LIST. 2.- ALL DOOR FLUSH BOLTS SHALL BE ENGAGED IN SCALE.
ANCISCO RNAND
8 OF 8 CORNER DETAILSORDER TO ACHIEVE THE DESIGN PRESSURES SHOWN FLORIDA P # 51393 SHEET ' OF 8
.
ON THE CHART ABOVE Minmi a Id
Sunshine YIndG�s
"docubg,6 c.
1745 W.331d Ptm
MCA Il 339t2
Ph:(305w4-am
DOUBLE DOOR DOUBLE DOOR DOUBLE DOOR Fm(305)II28-altS
CENTER LINE 4 - 1/4'0 ULTRACONS CENTER LINE 4-- 5/1 Sp 0 ULTRACONS CENTER L04E 4 - 1/4"0 KOK-FLEX
SELF DRILLING SCREWS
WITH I Ile WITH W10%2"MIN. EMBEDMENT THROUGH METAL WITH MIN. 3
INTO CONCRETE.
EMBEDMENT INTO THREMS BEYOND THE 04
4" 4# 4's 4' 4" 4" 4" 4- SUBSTIRl 0
4", 4"14", 4 0
does:•
0 00
CLUSTER DETAIL CLUSTER DETAIL CLUSTER DETAIL 0
FOR ATTACHMENT TO CONCRETE FOR ATTACHMENT TO WOOD FOR ATTACHMENT TO METAL 90:640: .0169. •4,
WITH OR W/O WOOD BUCKS AT FRAME HEAD AND FRAME SILL AT FRAME HEAD AND FRAME SELL *0 00 • so
AT FRAME HEAD AND FRAME SILL
*:Q,
*lol 0
a 0
.0. bill
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•
INTERLOCK CLUSTERS DETAILS]
14'44-
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0
DR IONG
P
RO
DUCT
MD FDOl-13
c)6 VATFj 05/1 ll 13
Accept prealA� J218Sall MTS.
FRANCISCO HERNANDEZ
FLORIDA PE 0 51:593 SHEET 2-OF 8
4"0 KWIK FLEX
2 1/2" 1/4"0 ULTRACON WITH 1 1/4" MIN. 1/4°� ULTRACON WITH 1 1/4" MIN. SCREWS THROUGH MSELF DRILLING
MIN. EMBEDMENT INTO CONCRETE. EMBEDMENT INTO CONCRETE. :„-
2 1/2” WITH MIN. 3 THREADS BEYOND _
EDGE DISTANCE FOR MAX. SPACING SEE MIN FOR MAX. ANCHOR SPACING SEE 1" THE SUBSTRATE.
ELEVATIONS ON SHEET 1 OF 8 AND ELEVATIONS ON SHEET 1 OF 8 AND .11-106i
EDGE DISTANCE MIN. FOR MAX. ANCHOR SPACING ` : µ:
CLUSTER DETAl1S ON SHEEP 2 OF e. CLUSTER DETAILS ON SHEET 2 OF 8. E.D. SEE ELEVATIONS ON SHEET 1 OF 8
AND CLUSTER DETAILS ON
SHEET 2 OF 8. / MBmrfeCbxin �
° I ° 1745 W.33rd PIGGS
4.— I •+ n Z Molecb,floddo=12
'd a / Ph:(305)364-8882
4 � Fon(3a8)828-8118
1' BY WOOD BUCK BY h
OTHERS MUST BE
PROPERLY SEALED AND tYi F
TiIT ANCHORED TO LT TJ k� It fi Q
' TRANSFER LOADS TO � ql
II THE STRUCTURE AND I I II METAL STRUCTURAL MEMBER BY
I I 7 8" MIN. APPROVED BY BUILDING 1 I 7//8" MIN. I I OTHERS SHALL BE MINIMUM 18
I I FLUSH BOLT OFFICIAL PRIOR TO I I >1USH BOLT I I GAUGE AND SHALL WITHSTAND E
I I IENGAGEMENTNTO FRAME DOOR INSTALLATION. i i . ENGINTO FRAME I I ANCHOR SHEAR FORCES. �J
I I INSTALLATION SHALL BE � •�
ILDING
THROUGH 1" X 5/8" I I THROUGH 1" X 5/8" I I OFFICIAL. PVEDRIOR TO DOOR .i
HOLE. HOLE.
INSTALLATION.
EXTERIOR '` INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR d
ATTACHMENT TO MASONRY ATTACHMENT TO CONCRETE ATTACHMENT TO METAL STRUCT. •••• : •
THROUGH 1 X WOOD BUCK WITHOUT WOOD BUCK 404141:
•• • ••
1" MIN. •••o• i • ••
MIN. 1/4"0 KWIK FLEX SELF DRILLING E.p. 1 • •• o
•••• • •
SCREWS THROUGH METAL
MIAMI—DADS COUNTY WITH MIN. 3 THREADS BEYOND •••••• i ••
APPROVED MULUNT THE SUBSTRATE. �\z ( WOODEN STRUCTURE OR
1/t3° MRI THICKNESS• FOR MAX. ANCHOR SPACING 2 X WOOD BUCK (BY OTHERS). •••••• • • ••
{UNDER SEPARATE NOA SEE ELEVATIONS ON SHEET 1 OF 8 i- 4 WOOD BUCK MUST BE PROPERLY •••••• . •
AND CLUSTER DETAILS ON ATTACHED TO TRANSFER GLAZING
SHEET 2 OF S. SYSTEM LOADS TO THE STRUCTURE • • • •
AND APPROVED BY BUILDING • • • o ••
1/4" ULTRACON WITH 1 1/2" € OFFICIAL. PRIOR TO WINDOW • • •
s N. EMBEDMENT INTO WOOD. N INSTALLATION. o••• i • • •
vzi FOR MAX. ANCHOR SPACING SEE
ELEVS ON SHEET I OF 8 AND
Y TI CLUSTER NDETAILS ON SHEET 2 OF 8. 4,' •
// FOR CLUSTER USE 5/16"0 II
I l FLUSHMIBOLT ULTRACON WITH 1 1/2" 11 7/8" MIN.
I ( ENGAGEMENT MIN. EMBEDMEtdT t O WOOD. I I FLUSH BOLT
I I INTO FRAME I I I INTOENG GEMEN THROUGH 1" X 5/8" I I
HOLE II THROUGH 1" X 5/8"
INTERIOR EXTERIOR H0�' ei�Cl DRAVANc Na.
' INTERIOR FROGucra,ilvBWBu FD01-13
EXTERIOR �comW3S5admthoFlolida oATE:0511612013
TYPICAL HEAD SECTIONS Am°p`°`°de [y 4�
Aeeeplmua at �Z• I l..r�I E. N.T.S.
Tin' ate Vle
NANDEZ
ATTACHMENT TO MULLION ATTACHMENT TO WOOD D - oRI�PE�51393 �+� s �8
Miami Dade Froduct Contro
SHIM
1° X WOOD BUCK BY OTHERS MUST BE MAX. (TYP)
tE
PERLY SEALED AND ANCHORED TO MAX. (TYP)
° SFER LOADS TO THE STRUCTURE AND WOODEN STRUCTURE OR
ROVED BY BUILDING OFFICIAL PRIOR TO 2 X WOOD BUCK (BY OTHERS). Sunshine Wigd58s
e 4R INSTALLATION. - WOOD BUCKS MUST BE PROPERLY MDndfo*A kr.
° 0 ULTRACON WITH 1 1/4- MIN. ATTACHED A TRANSFER THE GLAZING 9�
EDM / SYSTEM DADS TO THE STRUCTURE tzas W. %o M2
EMBEDMENT INTO CONCRETE. AND SHALL BE APPROVED BY " '�tda 301
e MAX. ANCHOR SPACING SEE ELEVATIONS BUILDING,OFFICIAL PRIOR TO ��j8826 s5iIS
SHEET 1 OF 8. WINDOW INSTALLATION
1 1/4° INTERIOR 1 4"0 ULTRACON WITH 1 1/2" 1 MIN. INTERIOR
MIN. IN. EMBEDMENT INTO WOOD.
FOR r7.
ELEVATIONS ON SHEET 1 OF 8.R SPACING E N
°+
MIAMI—DADE COUNTY
APPROVED MULLION
e (UNDER SEPARATE NOA) +
�zQ o EXTERIOR EXTERIOR Z
�1/4° SHIM 1/4�KWIK FLEX SELF DRILLING ,.�
N e . MAX. �) S THROUGH METAL WITH MIN. ATTACHMENT TO WOOD
3 THREADS BEYOND THE SUBSTATE.
FOR MAX. ANCHOR SPACING SEE
ELEVATIONS ON SHEET 1 OF 8. METAL STRUCTURALMINIMUM
MEMBER BY
OTHERS SHALL BE MINIMUM • • till
ATTACHMENT TO CONCRETE 1 MAX. HIM 18 GAUGE AND SHALL WITHSTAND
X, (TYP ANCHOR SHEAR FORQES. • •�• I • ••
( THROUGH 1 X WOOD BUCK INTERIOR INSTALLATION SHALL 19;CPROVED •
BY BUILDING OFFICIAL. RRIOR''Tt0 • �q � W .
DOOR INSTALLATION.•••••• • (y • 0:
1/4"� KWIK FLEX SEEP tRILUNG •
SCR THROUGH ME�,yV�TH MIN. • ••
° Z 3 THREADS BEYOND j%ff STATE. • •
FOR MAX. ANCHOR SPAOtfq SEE • •
1/4-P ULTRACON WITH O � ELEVATIONS ON SHEEN.' Q�:. • ••
I I/a° MIN. EMBEDMENT 1/4° SHIM EXTERIOR INTERIOR.*.-* • ..
MAX. (TYP
e e OR MAX. SPACING ATTACHMENT TO MULLION � '• ' •
e ° SEE ELEVATIONS ON • •
SHEET 1 OF 8. •
�
1 1/4° INTERIOR �� �•
MIN' EXTERIOR
r ATTACHMENT TO METAL STRUCT.
4 ..
uo
EXTERIOR TYPICAL JAMB SECTIONS DRAWING No.
a ° PRODUCERENEM0 F001-13
ov 42.1V5%%AhdrePlmlde DATE:05/16/2013
ATTACHMENT TO CONCRETE E�ndi„ac°de
Acec11. No gg — � �1y SCALE: N.T.S.
WITHOUT WOOD BUCK �ela r 8(2 18 FRANCISCO HERNANDEZ
FLORIDA PE # 51383 SHEET 4 OF e
Mimi Dade Prodiml coauol
�a
.ru.
( OPTIONAL WATERPROOFING.
WATERPROOFING DESIGN,
MATERIAL. AND INSTALLATION BY :: :
HIGH STRENGTH GROUT. HIGH STRENGTH GROUT. OTHERS.
MUST BE MIN. 3 KSI. MUST B£ MIN. 3 KSI. &4
NON SHRINK, NON W H ALIO I I NON SHRINK, NON METALIC I 1 11 745 Raft�1z
PER ASTM F 1117. ( I PER ASTM F 1117. I I vm(sos)9sa-sesz
I I I I Fm"(aos)Bas-81w
EXTERIOR i i INTERIOR EXTERIOR r i INTERIOR WOODEN STRUCTURE OR
1I 1 I I WOOD WOOD MUST BEOTHERS.
° � RASRRA7JND TO
7/8" MIN. TRANSFER G AGSYSTEM a E
FLUSH BOLT a LOADS TO THE STRUCTURE AND
77// APPROVED BY BUILDING
INTO
ENGAGEMENT
�, ° a FLU88HMIBNOLT OFFICIAL PRIOR TO WINDOW A
THROUGH 1" X 5/8" Px�f INSTALLATION
HOLE. a ° ENGAGEMENT
<' INTO FRAME2!
1/4"0 ULTRACON WITH 1 1/4" MIN. ROUGH 1" X 5/8"
EMBEDMENT INTO CONCRETE. HOLE.
FOR MAX. ANCHOR SPACING SEE WWW
a ELEVATIONS ON SHEET 1 OF 8 AND
CLUSTER DETAILS ON SHEET 2 OF 8. 1" 1/4"0 ULTRACON WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. W
FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHAT 1 OF 8. d
FOR INTERLOCK CLUSTER USE 5/8"0 ULTRACONS-WITH 1i 1/2" •� �
ATTACHMENT TO CONCRETE MIN. EDGE DIST. • ••
( MIN. EMBEDMENT INTO WOOD. SEE CLUSTER DETAIL) ON• • •
SHEET 2 OF 8. •• •
ATTACHMENT TO WOOD •••:•• •D :•
METAL STRUCTURAL MEMBER BY •••••• • • •:
OTHERS SHALL BE MINIMUM GLAZING DETAIL.... . a •
HIGH STRENGTH GROUT. 18 GAUGE AND SHALL •••• • •
MUST BE MIN. 3 KSI. WITHSTAND ANCHOR SHEAR PUB INTERLAYER
••••
NON SHRINK, NON METAUC I I FORCES. INSTALLATION SHALL BY Y E.I. tx1P091Ti
• •
PER ASTM F 1117. 1/8" BE.I.I 1 BE APPROVED BY BUILDING •• • • •
OFFICIAL PRIOR TO DOOR THE
I I INSTALLATION. STRENGTHENED 1/8" AVAT•• • :•
GLASS STTtEN81a1E016i)• •
EXTERIOR i i INTERIORERIOR GLASS• �•
ARCHITEC7RI
EXT •
PERIMETERTftilA •
1/2' GLASS BITE
7/8" MIN. 11L (MINIMUM) •
FLUSH BOLT SILICONE
ENGAGEMENT TYPICAL SILL�SECTIONS DOW CORNING 899
INTO ` r—1 4 KWIIC FLEX SELF
THROUGH 1" X 5/8" DRILLING SCREWS THROUGH
HOLE. METAL WITH MIN. 3 THREADS a°
BEYOND THE SUBSTRATE.
1„ FOR MAX. ANCHOR SPACING LOATE.05/1
SEE ELEVATIONS ON SHEET 1 OF 8 AND
IN. EDGE DIST. CLUSTER DETAILS ON SHEET 2 OF 8. FRODUCTRENEWED
`( ascoA11l1.1 g�rilhliceftosWn,t d ATTACHMENT TO METAL Aeup7nrt^e Ko 9. �'��,.?ylCF
G> mDaU rj�f
/ FRANCISCO SFtEET 8 OF e
FLORIDA PEE # 51 5139393
{n c PnMcri t
4
e INTERIOR z sun"ll Windows
B Maar a"ng,IN.
3 $ 1 5 16 13 7 16 g t 5 3 1745 W.sue Phrca
Rech,ruddy 37512
Ph!(308)384-982
Pae(308)028-5116
0 � E
A0 6 EXTERIOR O A
6 O R
REV.
DOUBLE DOOR FRAME WIDTH
INSTALLATION NOTES
1.— FOR ANCHOR MAX. SPACING SEE DOOR ELEVATION ON j
SHEET 1 OF B. • R
2.—FOR ANCHOR INSTALLATION AND CLUSTER DETAILS SEE g 4
2 • • • • ••
SHEET 2 OF 8 AND TYPICAL SECTIONS ON SHEETS 3, • • • •
4, & 5OF8. •• • •
2 •
3.—FOR ATTACHMENT INTO CONCRETE THROUGH INTERIOR B •••••• •� • ••
1 X WOOD BUCK USE CO 1/4-0 ULTRACON BY EL •
/ B 5 12 •••••• • � • •i
WITH 1 1/4° MIN. EMBEDMENT INTO CONCRETE 3
•••• • •
AND 2 1/2" MIN. EDGE DISTANCE. 5 6 • • ••••• rl
4.—FOR ATTACHMENT TO CONCRETE WITHOUT WOOD BUCKS • •
USE 1/4°0 ULTRACON BY ELCO WITH 1 1/4" MIN. t; •••••• • • • •
EMBEDMENT INTO CONCRETE AND 2 1/2" MIN. EDGE •••••• • • • ••
DISTANCE •
5.—FOR ATTACHMENT TO WOODEN STRUCTURE OR • • • •
2 X WOOD BUCK USE 1/4" 0 ULTRACON BY ELCO O • •
WITH 1 1/2" MIN. EMBEDMENT INTO WOOD AND A EXTERIOR B • • •
1" MIN. EDGE DISTANCE. (SEE CLUSTER DETAIL) 6 • • gig
so
• ••
8.— FOR ATTACHMENT TO STEEL MEMBERS (16 MW. GAUGE) SINGLE DOOR FRAME WIDTH
OR ALUMINUM MEMBERS (1/8" MIN. WALL THICKNESS)
USE 1/4" KWIK—FLEX SELF DRILLING SCREWS.
7.—USE HIGH STRENGTH, NON—SHRINK, NON—METALLIC '
GROUT (MIN 3 KSI) BETWEEN THE DOOR SILL AND
THE CONCRETE SLAB CONTINUOUSLY ALONG THE SILL $
HORIZONTAL SECTIONS ow,` 1
PRODUCT RFN6NCD 10FD01—13
as compl Coed lire Florida GATE:x$/18/2013 li
'2ERtq I SCALE N.T.S.
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N. PART MY PART DESGRFFION MATERIAL ....................
I CAS-46013 I FRAME HEAD 6063-18
SEE NOTE 1 2 CAS-46912 2 FRAME JAMB 8083-T6 SmAldne Vmdows
ON SHEET 7 OF 8 /-.-N 3 GAS-48915 I FRAME SILL 6063-T8 MaIdecturiIig,Inc.
4 GAS-46914 4 PANEL TOP AND BOTTOM RAIL 0063-76 1745 W.33W Fq=
- 10aink Roft 3302
5 W-46910 4 PANEL STILE 6063-76 Ph:(3O4M4-SM
6 OM-48917 3 LEAVE HINGE 8083-T5
i ADAPTER 6003-IB
a GAS-40925 AS RWD FLAT FILL COVER 6083-75
6063-75
9 OM-46911 OPTIONAL PERIMETER TRIM
I ILY73 AS REWD 10 X I-SCREWS GRADE 8 STEEL
11 IM016 AS PEOD # 10 X 1 1/2'SCREWS GRADE 5 STEEL
12 SEALANT AS RIM DOW CORNING 899 -SILICONE
EXTERIOR INTERIOR 13 W3M21NKOO;O AS REWD ULTRA FIN WEATHERSEAL BY ULTRWAB.187 X.320 POLYPROMME
11 _L4_ PA-209OLMUABW I LOOK(LATCH) ZINO
15 RA-209DZlABBP 1 LOCK(DEAD BOLT) ZINC Z
ZINC/STEEL
_18 FLUSH BOLTS 2/LEAVE FLUSH BOLTS
[a LAMINATED L.M.I. RESISTANT GLASS 17 XI09HT-100 AS DM'n D SECTION FOAM RUBBER SEAL EP`DM
(Illr HS.GLASS+0.09 PVB + 1/8' H.S. GLASS)
W BY El DUPONT
•
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5.00 5.00 5.00
2
3
4
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7
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VERTICAL SECTIONS @ @ @
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NOTE:
l.- 7/8'MIN.FLUSH BOLT ENGAGEMENT. ORAYANG No.
3.50 .65 FD01—13
ED DATE:05/IQMI
PRODUCT With CIZ
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DOOR FRAME CORNERS DOOR PANEL CORNERS z
SCALE: NTS SCALE: NTS DRAWING No.
PRODUCTR2it:'�LR'IiD FD0/-01
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DATE:05/16,/201.1
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