REV-19-668Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
RECEIVED
ZAR 2 pi9
I
FBC 20 Ff
BUILDING Master Permit No. RC 17-1482
PE IT APPLICATION Sub Permi_, - D
BUILDING ELECTRIC ROOFING FN REVISION EXTENSION RENEWAL
PLUMBING F-1 MECHANICAL Ej PUBLIC WORKS [:] CHANGE OF [:] CANCELLATION [:] SHOP
CONTRACTOR
JOB ADDRESS: 10007 NE 4th Avenue
City: Miami Shores County: Miami Dade Zip:
DRAWINGS
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): John & Cristina Butler Phone#: 305.970.9419
Address: 10007 NE 4th Avenue
City:
Miami Shores State: FL
Zip:
33138
Tenant/Lessee Name: N/A Phone#: N/A
Email: cibutler102@gmail.com
CONTRACTOR: Company Name: Imburgia Construction Services, Ince
Address: 12555 Biscayne Blvd #888
305.940.6957
City:
North Miami State: Florida
Zip: 33181
Qualifier Name: Louis Imburgia Phone#: 505.525.5707
State Certification or Registration #: CGC 011601 Certificate of Competency M
DESIGNER: Architect/Engineer: Dan Owens Phone#: 305.610.9490
Address:2700 N. Miami Avenue # 408
City:
Miami State: FL Zip: 33127
Value of Work for this Permit: $100.00 Square/Linear Footage of Work:
Type of Work: Addition Alteration New Repair/Replace Demolition
Description of Work: Minor Adjustments due to field conditions _ S'hf'1nC Wajf-
kjj&)1ns
Specify color of color thru tile:
Submittal Fee $
Scanning Fee $
Permit Fee $
Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $
Revised02/24/2014)
CCF $ CO/CC $
DBPR $ Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $ 3G
Bonding Company's Name (if applicable) N/A
Bonding Company's Address
City State
Mortgage Lender's Name (if applicable) N/A
Mortgage Lender's Address
City State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this Jurisdiction. I understand that a separate permit must be secured for 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 firs 'nspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection it of be approve and a reinspection fee will be charged.
1 I ; (1 I
Signature\hWVy"to/' U ""\IJ" ` Signature
OWNER or AGENT
The foregoing instrument /
1
lwas
acknowledged before me this
1dayof GIY' 20 I (— I by
of i s ti nG U" Wh6ris personally known to
me or who has produced 1 ( Q S was
identification and who did take an oath.
NOTARYIPUBLIC:
Sigie
Printi2' MY COMMISSION # GG 044602
nnln
CONTRACTOR
The foregoing instrument was acknowledgedNoefore me this
day of / ` 1.CV-10 J 20 l , by
who is personally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
r
Sign: /^ /
Print: <-7 1-Xe-rf A e
Seal' FFo?
as
Bonded ThruNotary Public Underwriter, g
Seal:
CATHERINE A.DUFFIN
Notary Public - State of Florida
Commission # GG 104296
k '*l F++IAit9 A PM1,r1i1** ***************
8ordrdthrough National NotaryAsm.
APPROVED BY Plans Examiner Zoning
t/Structural Review Clerk
RevisedO2/2412014)
PERMIT ADDRESS: 10007 NE 4 AVE
Miami Shores, FL
PARCEL: 1132060170490
APPLICATION DATE: 03/28/2019 SQUARE FEET: 0.00 DESCRIPTION: MINOR ADJUSTMENTS DUE TO FIELD CONDITIONS
EXPIRATION DATE: 09/24/2019 VALUATION: 100.00 STRUCTURAL AND ARCHITECTURAL REVISIONS
CONTACTS NAME COMPANY ADDRESS
Applicant JOHN & CRISTINA BUTLER 500 NE 102 ST
MIAMI SHORES, FL 33138
JOHN & CRISTINA BUTLER 10007 NE 4 AVE
MIAMI SHORES, FL 33138
Contractor LOUIS IMBURGIA IMBURGIA CONSTRUCTION SERVICE 12555 Biscayne Blvd #888
INC. North Miami, FL 33181
LOUIS IMBURGIA IMBURGIA CONSTRUCTION SERVICE 1875 NE 149 ST
INC. NORTH MIAMI, FL 33181
Owner JOHN & CRISTINA BUTLER 500 NE 102 ST
MIAMI SHORES, FL 33138
JOHN & CRISTINA BUTLER 10007 NE 4 AVE
MIAMI SHORES, FL 33138
REVIEW ITEM STATUS REVIEWER
Building v.1 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov
Review item used to allow building to comment during a plan review
Comments: 1. Plans provided are incomplete. Please revise all sheets of the original approved plans affected by this revision. Including plumbing,
gas and architectural pages.
2. Window at opening W102 should have cat II safety glass.
3. Provide connection details and specifications for the steel column to concrete and to steel beam connections.
4. Provide connection details for the steel beam to concrete connections.
5. Provide special inspector form for all welded and bolted connections.
Electrical v.1 Approved CARLOS SOSA email: EL@MSVFL.GOV
Mechanical v.1_....___.._ Approved Jan Pierre Perez email: nu118
Planning v.1 Approved Travis Kendall email: kendallt@msvfl.gov
Review conducted by the planning and zoning department
Plumbing v.1 Requires Re -submit Maykel Massanet email: pl@msvfl.gov
Comments: Plumbing plans not provided
Structural v.1 Approved Orlando Blanco email: null16
April 05, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1
PRODUCT 241 Fold at (>) to fit 771 DU-O-VUE- Envelope ® __
TO
G.D. KLIEGER, INC.
1909 Harrison Street, Suite 204
Hollywood, Florida 33020
P: (954) 923-2111
f ,3e4,W - /O: sed. -I.
THE FOLLOWING WAS NOTED:
DATE JOB N/O
PROJECT
L
LOCATION
CONTRACTOR OWNER
WEATHER TEMP oat AM
oat PM
PRESENT AT SITE
1A./ Ij ,,t !o N
i
SIGNED
f' •
M
00
SIGNED
2nd FLR
DECK
4 t = 3/4'
MIR MIN THICKNESS NEW WI2x22
3/4'x6'xl'-0' CAP lE FULLY
ro WELDED TO STL COL..
z Cog°Mlu. vJ6LL w
EDGE DIST, 2 COATS OF
a,J % 'A' TYP.
BITUMENOUS PAINT
f
t < ISOLATION JOINTS
SQUARE COLUMN.
i rt
k
s 1
CONC. PROTECTION
3' MIN. COVER)
SIZE SCHEDULE FOR
10oo7 ,e• • .. .. .
f-1/41,7/S/IWS Ai• • Q4-10—c
EX. FLOOR JOISTS
TO REMAIN
IF A DOUBLE JOIST- PROVIDE
I EXT. + 1 NEW)
USP 'JU626-2' W/(4) 16d NAILS
TO BEAM 4 JOIST.
Dcap = 10400 Dreq = 1500
TYP. HSS 4'x4'x3/16' STEEL COL
NEW 4' CONC. SLAB ON GRADE
EX. 4' CONC. SLAB ON GRADE
SEE DETAIL FOR R SIZE
NON SHRINK GROUT
SE,-TION
SCALE: 1/2' = 1'-0'
OG ENS ; -. F
No. *6109
moo. STATE OF : Q
4• -to -t9
G.D. KLIEGER, INC.
8300 SW 92nd TERR
MIAMI, FL 33156
SµRj Miami Shores Village
y
u- Building Department
10050 NE 2"° Ave.
F 0 Miami Shores, FL 33138
305-795-2204 / Fax 305-756-8972
I I
10
NOTICE TO'MIAMI SHORES BUILDING DEPARTMENT OF'EMPLOYMENT AS SPECIAL
INSPECTOR UNDER THE FLORIDA BUILDING CODE...
I (We) have been retained by Mrs. Christina Butler to perform special inspector services under the Florida
Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the 10007 NE 4th Ave., Miami Shores
project on the below listed structure as of Nov. 6, 2017 (date). I am a registered
architecUprofessional engineer licensed in the State of Florida.
Process Number: RC17-1482
X Special Inspector for Reinforced Masonry; Section 2122.4 of the FBC 5th Edition (2014)
Miami Dade County Administrative Code, Article II Section 8.22 Special Inspector for
Trusses > 35 ft. long or 6 ft. high
X Steel Framing and Connections welded or bolted
Soil Compaction
Precast Attachments
Roofing Applications, Lt, Weight. Insul, Conc.
X Other CONCRETE REPAIR
Note: Only the marked boxes apply.
The following individual(s) employed by this firm or the is authorized representative to perform
inspection*
1. Gershon Klieger, PE Z.
Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified b}
education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a
professional engineer or architect: graduation from an engineering education program in civil or structural engineering:
graduation from an architectural education progrun; successful completion of the NCEES Fundamentals Examination;
or registration as building inspector or general contractor.
I (we) will notify the',Miami Shores Building Department of any changes regarding authorized personnel
perfonning inspection services.
1 (we), understand that a Special Inspector inspection log for each building must be displayed in a
convenient location on the site for reference by the Miami :Shores Building Department Inspector. All
mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores
Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to
the mandatory inspections performed by the department. Further, upon completion of work under each
Building Permit, 1 will submit to the Building Inspector at the time of the final inspection the completed
inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and
professional judgment those portions of the project outlined above meet the intent of the Florida Building
Code and are in substantial accordance with the approval plans.
Engineer/Architect
J,• % NON Kt,
l,.• C•E•NS' ' Name Gershon Klieger, PE
Signed and Sealed ' ••'• '9 Print
Date: 11/6/2017 No 36109 Address 1909 Harrison St. #204
Hollywood, FL 33020
954) 923-2111
p ' STATE OF ' W
44/
0NA11 00
11111101
MIAMI- D1ADE 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 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
RC Home Showcase, Inc.
16115 NW 52"d Ave
Miami, FL 33014
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.
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 "CM100" Outswing Aluminum Casement Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. W04-16, titled "CM100 Aluminum Casement Window
L.M.I.)", sheets 1 through 11 of 11, dated 03/01/04, with revision K dated 02/22/18, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control
Section Revision 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,
model/ series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein. 0000
RENEWAL of this NOA shall be considered after a renewal application has beeq filpd•and theM-has beets • • •; •
no change in the applicable building code negatively affecting the performance of thA*prolluct. :"• •.
0000.. 0000
TERMINATION of this NOA will occur after the expiration date or if there has b;;i .revision pr change
0000.
in the materials, use, and/ or manufacture of the product or process. Misuse of this WGA as an.endorsemen •
of any product, for sales, advertising or any other purposes shall automatically terminate this MOA* failure • ; • • •
to comply with any section of this NOA shall be cause for termination and removal bf:4".A. . • . • . .....
ADVERTISEMENT: The NOA number preceded by the words Miami-Da4g.pVnty, Flo jida, and • • •: •
followed by the expiration date may be displayed in advertising literature. If ank pdrtton of.the NOA i...:.
0000..
displayed, then it shall be done in its entirety. •
INSPECTION: A copy of this entire NOA shall be provided to the user by Me rhanufactOer.or its'
distributors and shall be available for inspection at the job site at the request of the Building Officialo
This NOA revises NOA No. 15-0416.02 and consists of this page 1 and evidence pages E-1, E-2, E-3 and
E-4 and Green Sustainable Attribute (G.S.A.) page G-1, as well as approval document mentioned above.
The submitted documentation was reviewed by Sifang Zhao, P.E.
I. Z. MOA No. 18-0213.03
0311 Q /-to le Expiration Date: July 29, 2019
Approval Date: March 29, 2018
Page 1
m
IU A
VJAOOM
oc rYAJ
t
IU A
VJAOOM
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t
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0932.06)
2. Drawing No. W04-16, titled "CM100 Aluminum Casement Window (L.M.I.)", sheets
1 through 11 of 11, dated 03/01/04, with revision J dated 11/10/15, prepared by Al-
Farooq Corporation, 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
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an outswing aluminum
casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-6439, dated 02/21/11, signed and sealed by Marlin D. Brinson, P.E.
Submitted under NOA No. 11-0922.06)
2. 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
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Drop Load Test (400 Ft. Lb.), per ANSI Z97.1
along with marked -up drawings and installation diagram of an outswing aluminum
Casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-5867, dated 05/02/09, signed and sealed by Julio E. Gonzalez, P. E.
Submitted under NOA No. 10-0426.09) ' • • •
0000 0000..
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • . • • ; 0000 . •
2) Uniform Static Air Pressure Test, Loading pw6FB•C, TAS:202-94 .... : •
3) Water Resistance Test, per FBC, TAS 202-94.0 • • 0 0 • ...
4) Forced Entry Test, per FBC 2411.3.2.1 and.TAS Z02 -S4 9 0 : 9 •
0000 . 0000.
along with marked -up drawings and installation diagram pf • aluminuW casemer.:0 , •
window, prepared by Hurricane Engineering & Testing, Inc., T-wT Report ]S1o... • • • • • • •
HETI-03-1344, dated 09/12/03, HETI-03-1346, dated 09;1#61Y , HETI-03-1350, •,
dated 10/14/03 and, all signed and sealed by Rafael E. Droz-SeOda, P.E. :090:0
Submitted under NOA No. 06-1130.01)
0 0 0
0000
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0213.03
Expiration Date: July 29, 2019
Approval Date: March 29, 2018
E—1
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked—up drawings and installation diagram of aluminum casement
window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.
HETI-03-1848, dated 09/17/03, HETI-03-1856, dated 09/17/03 and HETI-03-1859,
dated 01/16/04, all signed and sealed by Rafael E. Droz-Seda, P.E.
Submitted under NOA No. 06-1130.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014), dated 03/31/15 and 11/090/15, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. NOA No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB
Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
2. NOA No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas®
Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC Ste Edition (2014), and of no
financial interest, dated March 31, 2015, issued by Al-Farooq Corporation, : i ed and
sealed by Javad Ahmad, P.E. • •... • ......
2. Laboratory compliance letters for Test Report No. FTL-6439, $aced 102/21/14? issued •
by Fenestration Testing Laboratory, Inc., signed and sealed by Maihtl D. Bw6on, P. 1331. • • • •
Submitted under NOA No. 11-0922.06)
000000 '
3. Laboratory compliance letters for Test Report No. FTL-5867, djt j 05/02]®9, - issued , • • • •
by Fenestration Testing Laboratory, Inc., signed and sealed by Julia E. Goazalei, P. I-,
Submitted under NDA No. 10-0426.09) • • .. . .. ......
4. Laboratory compliance letters for Test Reports No. HETI-03-L346,*Sated 09/16/03,
HETI-03-1848, dated 09/17/03, HETI-03-1856, dated 09/17/0), HeTI-01-1849, , • • • •,
dated 01/16/04, HETI-03-1350, dated 10/14/03 and HETI-03-1.V4,:dated.0N12/03,
issued by Hurricane Engineering & Testing, Inc., all signed and sealed by 44nef E.
Droz-Seda, P. E.
Submitted under NOA No. 06-1130.01)
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0213.03
Expiration Date: July 29, 2019
Approval Date: March 29, 2018
E-2
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHERS
1. Notice of Acceptance No. 13-1112.10, issued to RC Home Showcase, Inc. for their
Series "CM100" Outswing Aluminum Casement Window - L.M.I., approved on
12/26/13 and expiring on 07/29/19.
2. Simulation Performance, Solar Heat Gain Coefficient, Visible Transmittance, &
Condensation Resistance Calculation Report on:
1) NFRC 100-2004 "Procedure for Determining Fenestration Product U—Factors"
2) NFRC 200-2004 "Procedure for Determining Fenestration Product Solar Heat
Gain Coefficient and Visible Transmittance at Normal Incidence"
3) NFRC 500-2004 "Procedure for Determining Fenestration Product Condensation
Resistance Values"
Using computer simulation in accordance with NFRC: Frame and Edge Modeling:
THERM 5.x, / WINDOW 5.x NFRC Simulation Manual (Approved at test date), of a
RC Aluminum Series "CM100" outswing casement aluminum prime window, along
with attached drawings and bill of materials included in Appendix A, marked—up by
National Certified Testing Laboratories, Test Report No. NCTL-110-12449.01, pages
01 through 07 of 07, dated 11/12/09, signed by Richard A. McVicker III, Simulator, and
Steven H. Coble, NFRC Accredited Simulator, Simulator—In—Responsible—Charge.
3. NFRC 102-2004 Thermal Performance Test Report on:
1) NFRC 102-2004 "Test Procedure for Measuring the Steady State Thermal
Transmittance of Fenestration Systems"
Test report of a series RC Aluminum's Series "CM100" Outswing Aluminum
Casement Prime Window with Low E and Argon, along with submittal component
drawings, with applicable part numbers, manufacturing and modeling details included
in Appendix A, marked -up by National Certified Testing Laboratories, Test Report
No. NCTL-110-12450-1, pages 1 through 4 of 4, dated 11/30/09, signed by Christian J.
Mitchell, Technician, and Robert H. Zeiders, P. E., Vice—President Engineerin&& Quality
Person—In—Responsible Charge. •
4. Recycled Content Determination Report on: • .. • • . • • • •
Name: Casement Window, CM 100 • • • ; • • • • • • • • • • • •
Raw Material: Aluminum "' •" :....:
Including letter from Fundiciones Industriales S.A. (I+4M) • dated• -@k2/1 Q..... •
certifying that the extruded aluminum products contained. #3011A recfcled scrap.:.."
material, signed by Henry Kronfle, Vice—President. • • • • • • • • • • ; •
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0213.03
Expiration Date: July 29, 2019
Approval Date: March 29, 2018
E-3
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. W04-16, titled "CM 100 Aluminum Casement Window (L.M.I.)", sheets
1 through 11 of 11, dated 03/01/04, with revision K dated 02/22/18, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. None
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61h
Edition (2017), dated 02/16/2018, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. NOA No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol®
Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on
07/08/19.
2. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas®
Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6th Edition (2017), and of no
financial interest, dated February 15, 2018, issued by Al-Farooq Corporation, sjWned and
sealed by Javad Ahmad, P.E. 0000 0000..
0000
G. OTHERS •••••• •••• ••••••
1. Notice of Acceptance No. 13-1112.10, issued to RC Home 91164!ase, Inc. for the470 * 0 0 0
Series "CM 100" Outswing Aluminum Casement Window K.II.l., ipprvved oj. 6 0 • •
01 / 14/16 and expiring on 07/29/ 19.0000.. .. 6 00:
000
0000.,
6 669666
696696
966999
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0213.03
Expiration Date: July 29, 2019
Approval Date: March 29, 2018
E-4
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 Product Control.
GA — RECYCLED CONTENT / BIO—BASED MATERIAL / RAPIDLY RENEWABLE MATERIAL
Component Name
Recycled Recycled
at Disposal
Bio—based
Material
Renewable Material
Content at
ManuE
1. Window Aluminum 30% 100% N/A N/A
8 — U—FACTOR THERMAL TRANSMITTANCE BTU/ HR—FT2-0F
G.9 — SHGC—FACTOR SOLAR HEAT GAIN COEFFICIENT BTU/ HR-FT2
VT — VISIBLE LIGHT TRANSMITTANCE AT NORMAL INCIDENCE
R—CONDENSATION RESISTANCE
ID#
Test
Report#:
Product
Number Glazing Components:
G.8:
U—Factor
G.9:
SHGC
VT CR
Clear Glass • •
Base line
Product
000 5/32 CLR 240#2—SS—D ARG BRZ-1/8 090 PVB 1/8 0.62 0.19 0.19 17
1.
NCTL
110-12450-1
001 5/32 CLR 240#2—SS—D ARG BRZ-1/8 090 PVB 1/8 0.62 0.19 0.19 17
2. 002 5/32 CLR 240#2—SS—D ARG CLR-1/8 090 PVB 1/8 0.62 0.20 0.25 17
3. 003 5/32 CLR 240#2—SS—D ARG GRN -1/8 090 PVB 1/8 0.62 0.19 0.17 17
4. 004 5/32 CLR 240#2—SS—D ARG GRY-1/8 090 PVB 1/8 0.62 0.19 0.23 17
G.10 — C—FACTOR THERMAL CONDUCT
Component Name C—Value
1. Whole Window 1.94
BTU/
G-1
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0213.03
Expiration Date: July 29, 2019
Approval Date: March 29, 2018
Le end
Abbreviations: Description:
SS—D Desiccant—Filled Stainless Steel Spacer
240#2 Cardinal Low E 240 @ #2 Surface Typical
ARG 90% Argon •
PVB 0.090" Poly Vinyl Bu al (PVB) interlayer •
CLR Clear Glass • •
BRZ Bronze Tint Glass ""
GRN Green Tint Glass
GRY Gray Tint Glass
G.10 — C—FACTOR THERMAL CONDUCT
Component Name C—Value
1. Whole Window 1.94
BTU/
G-1
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0213.03
Expiration Date: July 29, 2019
Approval Date: March 29, 2018
CYtO0 OPERAn NGaM
AI UYMIIM CL YFNT WINDORC
FOR FLANGE FRAME WINDOW CAPACITY SEE SHEETS 2 eY a.
FOR RUSH FRAME WINDOW CAPACITY SEE SHEETS 3 h A.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REOUIREMENTS OF THE 2017 (STH EDIDON) FLORIDA BURRING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (WHIZ).
1B/ OR 2BY WOOD BUCKS k RUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SMALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION "EASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY,
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SMALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, I.A. LIFE SAFETY OF THIS PRODUCT. ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONOOGNS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE RENEWED BY BUILDING OFFICIAL
APPROVAL APPLIES TO SINGLE VENT WINDOWS
OROVAL VENT WINDOWS USING INTEGRALIMPOST. EE
ALSO TOP AND BOTTOM COMSINATIONS OF FIXED ;
AND CASEMENT WINDOWS USING STACKING
MULWN TAPMQ
FOR THIS OPDOH
SEL SEPARATE
MULLION NOA
HEAD/SILL WITHOUT MULLION.
ALSO TO SIDE BY SIDE COMBINATIONS
OR WITH OTHER Wl . CASEMENT/CASEMENTORWRITOTHERWINDOY/ TYPES IN L, 1
MODULES OF TWO OR MORE WINDOWS
USING APPPOwO MULLIONS.
RATING OF FIXED WINDOWS UNDER SEPARATE NOA
THESE WINDOWS ARE RATED FOR URGE k SWLL ISSILE MIPACT'.
SHUTTERS ME NOT RE•11RED.
o
PRODUCT REVISED
70,80000
pwMAR
p 2 =
MOI 18-0213.03 • • • •
e.PIMU- Deft 0712912010 •
T!A •
NNamMe .ea o s • • • • • ON `%
T
J
C
is
A
O a
L v
V) MMn„
E Li
8 Sn.E-9,!
K Y C
W0ZW
ny
4
a s/e' —
N0
37' N .
WINDOW WIN
3* MAX 13 1/2 -
KI
n t
CORNERS
0.1- OPO. D.L OPO.
AT EACH SIDE OF MPOST
DUAL NT WOW. SEE CHER SHEET 4I
IF
N0 N
q
0
w 1/e' Wx. 3D 1/e• Wc.
n t
35 3/8• W%,
VEM M1
35 3/8' I
VENT WIoTN
w 1/e' Wx. 3D 1/e• Wc.
O.L OPG. O.L OPO.
A , e /I
0.1- OPO. D.L OPO.
AT EACH SIDE OF MPOST
DUAL NT WOW. SEE CHER SHEET 4I
IFe057
5 'I
AT EACH SIDES OF E1 VON E RI0SEECHARTSHEET48N %
WINDOW WIDTH WINDOW WIDTH
3e 3/e• W%. ss 3/8• W%
VENT MTH I. VENT WIDTH
30 1/e' WIt. 30 1/8• uAX-
0.1- OPO. D.L OPO.
AT EACH SIDE OF MPOST
DUAL NT WOW. SEE CHER SHEET 4I
OH SHEET 4
SIDE BY SIDE WDWS.
ANCHORS
w N c
AT EACH SIDES OF E1 VON E RI0SEECHARTSHEET48N %
e I y
WUILIONI
i
1
I1
0906
6666 y&y
r
DESIGN LOAD RATINGS FOR 943P AINEOWS TO BASE•AER o 0 6
CHATS SHOWN ON SHEET 4. • • E o „ i _
666004
111111 -
PRODUCT REVISED • pe
swialq«.p wlm u»rT.Ha. • P.'. at•'•.. \i •
rmF-rEe.Cad 18-0212.02 • • • • J
ERjo-i NR o... 07129/2019 BAR p i ?U• • s » • ` _ j a
By sir/ •_ • •
a
M.i.iFe o • • OP• •/ i dnrinq o.'
FLANGE FRAME W[ND01VS • • • • / ju, fFffn u1I - sneet 2 of t •
6666••
I _VI• '-
1 a' TWO NKNORS-
e S/9' IOCgEPOINTS
GEE HEARTS L yATEACHSIDEOFMPOST
DUAL NT WOW. SEE CHER SHEET 4I HEAD/SILLCORNEAS OH SHEET 4
SIDE BY SIDE WDWS.
ANCHORS
w N c
AT EACH SIDES OF E1 VON E RI0SEECHARTSHEET48N %
0906
6666 y&y
r
DESIGN LOAD RATINGS FOR 943P AINEOWS TO BASE•AER o 0 6
CHATS SHOWN ON SHEET 4. • • E o „ i _
666004
111111 -
PRODUCT REVISED • pe
swialq«.p wlm u»rT.Ha. • P.'. at•'•.. \i •
rmF-rEe.Cad 18-0212.02 • • • • J
ERjo-i NR o... 07129/2019 BAR p i ?U• • s » • ` _ j a
By sir/ •_ • •
a
M.i.iFe o • • OP• •/ i dnrinq o.'
FLANGE FRAME W[ND01VS • • • • / ju, fFffn u1I - sneet 2 of t •
6666••
s 3/.• wx.
NEAO/SlLCORNERS
74' MAX. 37' MAX. 37• MAX.
WINOOW WIDTN WINDOW WDM WNDow WIDTH
35 3/S• MA)(. 35 3/8• MAX. 35 3/!' WK. ,I 35 3/8' 1Wf. Sa
VENT MOTH VENT MOTH VFlHL WDTI VENT w1ON Z ^ R L
FALSE MUNTINS 3o 1/E' MAx. 30 I/e• MAX. Ipp 3D I/!. MAx. 30 1/8- W. 0
MAY K USED 0.4 OPG. D.L OPG. g D.L OPO. ` O.L OPO. F
n
I
2C C`4
yytQjIT
Q
MUWONC
t
2pq
n \ J
it ': 1 \ Y C • II • II <$i '
II
I I
ANCHORS 5 3/4• LaKOIC POINTS 30 a a -
NFAO/SILL
11 IWR SHEET 4 CORNERS SIOF 9Y
SIAT
EACH SIDE OF IMPOST NTAO/SILL ON ET 4
CORNERS D NT WDW. SEE CDE WOWS. N n
O
37• MAK. AT EACH SDEEOOF MANCHORS
WAE
WNDOW IN SEE CHoARTSHEET4 g !' •E "
6
n
IT
nW
i. • • ••• u r4
00 0
i
a
DESIGN LOAD RATINGS FORHRLSE!A &WS TO BE AS•PER 2915 Xi*
CHARTS SHOWN ON SHEET 4. • • g e _ •,
090.04
9 _\
PRODUCT REVISED • • • J
I
r' H/'
S 4 •
emylYlM vNM 1M FlwNle • `` `•' i i 4 I •
Rr•ioiuEa 15.0213.03 RA 0 2 • ••,: •
c f
go: i7= e1
1 eaWNallon •en 07/9 91201 9 i • • e Ec •
r //f' • 1
yMe • • •, T OF 0 / drawing no.
s 3H' MAX W04-16
H /I.
MA
NFAo/sIu/slu FLUSH FRAME R7ND0WS • • • t.E`j
CORNERS • • x1111 nHH'^t 3 of 11 1
0000••
DU GN LOAD CAPACITY - PSP
ms BY 9m9 SIKGIE Y -119.
GIA® TYPO 'A'
R.NmN DD1S. I X 3 IML 1 S. WLL
WIN M 11EIpR (H) IXT.(4) R.(4)
No No
Ta' m.0 m.0
mo m.025 -In•
m'
ye -2/y.
No m.0
m.0 m.o
42 LOA m.0
LOA m.0b'
m.0 W.
19-,/a' Nom.0
2+' mo m.0
m'
n•
ie•
m.0 80.0
mo m.o
4]' m0 m.o
so.. m.o4a'
Wo
19-t/e' 80.0 Mo
24' m.o No
2e-,/2- wo m.y
37 27• Noeoo LOA
42• No e0.6
0 m.o
e' Srf/e• m.o m.o
I9-Ve• m.o mo
2s' No mo
m.0 No
LOA
2.-,/2•
ST'
m.o m.cn•
4x' m.0 mo
19-1/e' m.0 m.0
24' m.0 m.0
m.0 m.0
m.o mo
2e-1/2'
m .
e2'
m_o mo07
2• mo mo
19-1/e• m.0 m.0
24' m.0 N
m.o ODA26-1/r m•
00- No 00.0
n m.o eau
t9 -,/e- mo me
24' m.o m0
m.0 -01., /2
x• m.o m.o
Or 73.S m.4
24• LOA m.o
No Moze-t/2' 74-1/4'
x nz m.D
v ae.e eo.o
DIRECNDH of
VENT OPNG.
DPIIONAL
N
N / /
M is
MULLION
iY/0 ANC110R5
T EACH SOE
71XED RNDON
OR CASPIFMT ImTKSEEEIX, UTE IUi1NGSEESEPAMTEHOA
Ho. a No.a<
WON. HEIGHT KEEPERS WHGES
UPIO AT SASH AT SASH
29-1 .• 2 2
42' 3 2
J
74-1/4- S J
DESIGN LO- CAPACITY - PSI
DVAL YRNT RNm15
4e
m•
72' W-3/8-
74
e1'
9a•
NDN. MEIGIR No. of No. OPKEEPEMHINGES
URD AT SAS. AT SASX
T' 2 2
74-1 4' J I
OL41GN CAPACITY - PSI eA '
9dCtxL6 v9nT f01D019
c
RNpON OIM9. W 'A' k T_ Z
No1H (Y7) HECHT (H) M.(-)
w
24' m.0
w• m.o / '" RDS'
J7,
u•
m.o P rY a
42' m.0 u( M
QWo
53-1/e' m.0 \ o G .i
T.' _ a0o \
m' m.0 \ 5--03,1
yo_y/a'
37
a 5 F F
r mo
4a• e0.0 , w ^'
19-,/!• m.0 ,,, w ., 8
24' m.0
1/2
D• m.0 // n
42• No
19-I/e' No
24' No \ N N n2e-1/2' m0
m•
e7'
m.o \ E C c R
ST m.o O qq
42• m.0 g S !1 .E v.
Wo
20
W m0 n j
51' 1 m.0
3
yy yy
n -1/e•
It
G C
u• Ho.
To<
Ho oP
eln• NDIY NpGM NF[Pf yiNfES,
z0'
UPN AT SAS AP 1A571 !!
q5 c
M
t
37•
417.• • a QIP a ri'
37
4e' m.o 24• m0 • • •
aS-t/e'
72,
m0 2s-,/2' 74-1/4 LOA • • •
m' m.0 m• mo id •••••• 72• m.0 57• m.0 •
74' No ••••••
07' m0
S}-Va' mo
PRODUCT REVISED • • • •
74-1/4' 4x1wBh'(NB r IM 1M Pbr14 • • :
72*m0 •Od-r.
iNo .
18-0213.03
74 1 lNPNi9ew DBLL97/29n919 MAR •
p •0 • ,# .,
NOTE: my_ P 0 i 1ilY • =
GLASS CAPACITIES ON THIS SHEET ARE MI n i iiPrvd-ue7lin' 4aT'
BASED ON ASTM E1300-09 (J SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION FLANGE AND FLUSH FRAME WINDOWS • • • •
DECLARATORY STATEMENT OCA05-DEC-219 • •
TfBY N0. PART NU118ER DDANTRY DC4C81PTION WIIIRlAL YANP./SLTI.eR/R6WRX8
I/D' NUT STRF71'D cuss
1 Cu100-001 2 WDW iAA11E JAYB 8087 -Te - 19 „•
V.
090' NNARyRr 1 CM100-003 2/ WDW FR" NCM AND SRL 8061 -TB -
T—.M PA
Inc.•
CN100-00] As REOD. iRA1[ JAMB (FIX.) 8067-i8 FOR TINED WYIDOW j
M'K—H,Y AmFMOP, CN100-008 A.5 RE00. IIOAII. MPOSf 608] -TB fOR FIXED WWDOW 0
090' Mtv"i
S CN100-019 AS RC00. JN• ANCHOR CUP 606]-T8 -
By X—Y Mmrlcc. Me.'mw-
8 CN100-01] AS RC00. VENT NMOE 8003-T5 W4IAllfD NVTM (J) /10 x J/8' MS
0' NEAT STREWD GLASS—.
S— 2 CMI00-014 A$ REM. FIWIE NWGF 6005 -TS BYSTAMm WIM C2) IIO % J/e' M4_
608] ipi FIXED WNOOW LL W
p SILICONE' E71141/!ZP
8 CN100-015 iAAME NERD/Sl1 (Fl%.) TB
C
F km 9LXXME yJ
rIMOOW4LL Cu100-0+8 CIA2880 BEM (UM. CLASS) 0067-T0 FOR FIXED wWDOW
a g
OOw50. MS \ yuyu 4 11
10
I CYf00-0f8
CMOR9
4/ WOW
t/ WDW
OIAZY40 BEM M. C1A35)
NIP COKA CRAY. GLASS)
6083 -TB f011 R%CD WNDOW
8063-T6 i0R FlXED WkODw
VN
a
E
13 CYf 00-019 4/ WDw SLAP COYER YBSUL CUs$) 8O8J-T6 FOR FIXED WWOOW o D04 3
1] CY100-072 AS RE00. VERIIGSL WPDST
FOR MPOSf
0083-T6 -
8083
o
i{ CMf00-021 3/ INPOSf ANCNOR CUP VEANbL TB LLQ'
Is
18
CM100-022
AS RE00.
ANCHOR ARM OPERATOR
SCREENS
606] -TB -
ALVMWVM OPIIDNL iso
S q 19 CY100-026 Vpi SPIE 6067-T0
20 CN100-017 1/ CORNER CORNER LOCI( 606]-T6 -
VENT FIX. LRE 21 V -O]] AS REOD. IIREYCO TR -5804N SPONGE NEOPRENE -
CLASS TYPE 'A' I2 P -p19 tis RE00. GLAZING INSERT R%DO PJC N0.TPOINT J g
23 V-055 AS REOD. VYM FOR LAY. WSUL GLASS - VENC WROMETER 2515 SNOTS A
24 V-039 AS REOD. W1AL TDR UN. h LAM. TACTIC CU56 (FlX) PYO NELIPgM, OUROYETER 2545 SHORE A O.
1/0' NEAT STREN•D CLASS
J/16' % 3/B' % l' L0. SETTING 6LOCN EPOY OUROMEfEIt 6025 9181E A
S/32' TEMP. GLASS
33
16
AS REM.
AS/0' 1/2' SINGLE FACE TME C • ' CI ^
1/4' AYR SPACE I] P-033 PUSTN: CAN W @ Y NYIDN O y
1/6' NEAT STREN•0 CLASSSING3300015tCO]S ARN OPERATOR T. STEEL ROTO HARDWARE SYSTEMS v
090' IntMgw-
3i—
J+ I N
TroANPI PVB J2 1804-6615 I PWM LOCH ASSEMBLY ROTO IIMOWARE SYSTEMS Fnl ry
By 'Kuroroy AmFNCR, 41e.' 37 CT537 GUIDE MOUSING ATTACHED W/ (J) /8 X ]/{' 915
090' InteNRYar N G$00+ STIUNFR ARACiIFD W/ (J /6 % 1/1' SIA$ 0 n7
SantryG wNurvr9y 35 10 N +' 2/ CORNER TACHE ASSEMBLY SCREW Si, STEEL PN PML $MS
S ul .: Wi
BY Amerkc. In<.•
36 1D % 1/3' 2/ CORNER VENT ASSCNBIY SCREWS V. 51EEL FH PNC. SVS g
p r1/B' NUT SiT1END GLASS J2 10 % J/4_ 4/ CORNER MPOSi ASSEMBLY SCREWS ST STEEL PM PNL $YS
G SCICWE ]8 /10 N ]/4' 1/ 90E MPOST ASS[MBLY SCREWY ST. S1E0. M PNL SMS
SILICONE
NOD
11DORSIL795
39 CN100-OJ2 AS RE00. RVSM ADAPTER MUD 6063-T6 -
40 CN100-037 AS REOD. FLUSH
4041
DURASEAL SPACERBY•S
OR 23
CARDRI L XL
EDGE SPACER VENT FIX. LITE
p o -
ST. STEEL CLASS TYPE '0' g of x - '
Y3YYllulnu,,
6LAZtNC4P_T1..4Ls • • • i_ .!}1,,,
C
PRODUCT REVISED B "• • NOTE: S IIRR NB EIIW M.110R • •'. * wNO"BOD'w Mq/f 6ri eINORDERTOQUALIFYFORSMALLMISSILEIMPACTRATING
EXTERIOR PLY OF CLASS TYPE 'B' MUST BE TEMPERED.
NDA44 . 160213.03 1R•Is• • 0 E '
u7 • • : ' •
alp.
1 a' tlroring no.. lRWwElen DRa07/2912018
mD!•. • W04—16
Mid V'`IiAl.1111/ haat 5 111 s o
ADAPIEA JANE 808]-76
T*RrA1 AWS TYPIGV_ ANCNORS SEE CUEv. W000 BUCKS AND METAL STRUCTURE 1101 BY RC HOME SHOWCASE V
SEE E1EV. SWEET 2
ioa lPACIRG
SEE ELEV. SHEET 2 rm SMUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 11E m
AY I
tm
Fon SPACING AND TRANSFER THEM TO THE BUILDING STRUCTURE.
d51. n wm 7.1'PICAL A1CMS: SEE ELEv. FOR SPACINGEINE a
r AS 1/4' Dk ULTRAC.ON BY 'ELCO' (Fu.17] KSI. I "I KSI) Q L
1/4' DIA. KWIK-CON a BY 'HILTF (Fw138 KSI, iy.IJ] K4)
g
INTO 211Y 11000 BUCKS OR WOOD STRUCTURES rry B
1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
CONC, OR BLOCKS
ro
j
21 Si
x
O C_
THRU 18Y BUCKS INTO
1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-3/4" MIN. EMBED INTO GROUT BLOCKS (JAMBS)
i
iXQ
li
i
O
2 DIRECTLY INTO CONCRETE OR BLOCKS
1-3/4' MIN. EMBED INTO CONCRETE (MEAD/SILL/JAMBS)
q
R0411
21 EMBED INTO GROUT BLOCKS LL h
t9 METALSIRUDTURE
iYPM.LL Iu1L1101t5
SEE DJN. SHEET J
METALTORSPAONG
STRUCTURE
1-3/4' MIN, -FILLED (JAMBS)
1/4' Dll TEKS OR SELF -DRILLING SCREWS (GRADE 5 CRS) g' E
DDGD E 2 INTO METAL STRUCTURES (MEAD/SILL/JAMBS)
OKT, rMEE
EDGE DIST. 3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM- 1/8" THK. MIN. (6083-T5 MIN.)
I STEEL' 1/8" THK. MIN. (Fy = 36 KSI MIN.)
1 STEEL W CONTACT Y/RH ALUAeNVY TO BE PULED OR PARKED) S
J9
14 SMS OR S LF -DRI I N, eGREWS (GRADE 2 CRS)
INTO MIAMI-OADE COUNTY APPROVED MULLIONS
C
3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS D
I ALUMINUM' 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIMS) u
i
STEEL i/8' THK. MIN. (Fy - 36 NSI MIN.) (NO SHIMS)
STIN CONTACT WfM ALUWNUM TO BE PU'ED OR PAMFD) EEL
Q J I N n
H MIAMI -DARE COUNTY APFROUED
CRITICAL EDGE DISTANCE
INTO CONCRETE AND BLOCKS - 2-1/2' MIN.
n
E tl
W WULLION II, ANCHORSINTOSEEarAUTPL60
WOOD STRUCTURE = 1' U.N. S N
INTO METAL STRUCTURE >< 3/4' MIN. H E
u
IG I= OIsr. WOOD AT HEAD. SILL OR JAMBS SG - 0.55 MRN.
p 2
U ^
CONCRETE AT HFAO, SILL OR JAMBS Fc 3000 PSI MIN.
C-90 HOLLON/FILLED BLOCK AT JV/BS fm . 2000 PSI MW.
s pLeN YYG Cyla
TY%CAL ANCHdiS
stE Ltry SWEET 2 ALL FRAME AND VENT CORNERS SEALED WITH R el A
FOR SPAcwc JOINT SEALANT. ***a
PROWILDrTi9 @ C F @wLELVifED
PQeiaX33
ve 119
21
SEE r3rA. N/rt-rte. 1&0211.07
Ig
ABY
FOR PACOIG
2 • %.PInAP Dau 071291411-1•
O61
WOOD BUCK
o•...
a.:1•..•
t/A' K J/e'
T3
nnr
21 x (
ATWEEP
SLOTCACHENO
y.
1'lFIW. ANCHORS v OH• drawing noni
EDGE om.
SEE 12EV. sH[Ei 2
FOR ePAdNG
n TVPKALSEE AJ+CMORSEIEC. SHEET 2'••..
5 / ZTT •..
mo o,; W04-16
EDGE DISE.- roR vACNc EDGE dST. Mr / •
AA
1111 I11t 1j fHOOtr
0
TYPICAL ANCHORS
FOR SPACMO
T/A-
PML ANCHORSS
FDR SMCINO V u(
NET&
s z. c g g a
SIRVCNRE--------- e •
33
R '
N eUCI(s 3
19
EXTERIOR
y
xtl
I
S
D.4 OPD.
C C
VENTDTH
O
wwDWr WOTN 'I ;
a
SINGLE VENT WINDOWS
vo _
Ngi e
ANCHORSSEE
O jE ]
FOR SPACING I
R
QQ
aro' NAI. 1/2' MAX. TYPICAL ANCHOR'S 8 U b E ••
SHIM SHIMS
SEE ELLV. SNEET 3 U K 3
To, SPACWC
a w
METAL
ATpFWSH • • • i o
qq qHq
e
ONLY • -y C C
P••
go _i.
Y J S - r A..
j',` Ali
PRODUCT REVISED• • _
i iMu.ou"'.%•"a as rwna. MAR 0 z • '•.. • • t tr4 I }
KWmtIaa Date 07129/2019 • • 0 I dn.inq no
r /... • • • •/.....
Cr
a f • • • A„NAI % E-- aT
uE EIEV srtET z
O OTORSPACRN:
2ey Lw000SIRE70 \ 'r w%. no
0 0'
o 0
EXTERIOR
DUAL VENT WINDOWS Ic
s c u3a'
1% S% 1A- iYPICLL ANCHORS '
9 L c nI % % 1/p" SEE EEFV. SHEEP ] 3 IA N rl '°
µE0E7-
TOR SPAdNO • N H H
G H s¢nEv Eo svAaNc
I/SHWW%.
g x'E
o i .:•)
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