WS-17-717`gNORes y` Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
�CORtt1p'
Permit NO. WS-3-17-717
Permit Type: Windows/Shutters
Pen work Classification: Window/Door Replacem
Permit Status: APPROVED
Issue Date: 4/3/2017 ] Expiration: 09/30/2017
Project Address Parcel Number Applicant
121 NE 96 Street 1132060132580
Miami Shores, FL Block: Lot: CK PROPERTY SOLUTIONS LLC
Owner Information Address Phone Cell
CK PROPERTY SOLUTIONS LLC 209 NE 95 Street (305)758-3133
MIAMI SHORES FL 33138-
209 NE 95 Street
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone
CLEMDEL CONSTRUCTION CORP (305)856-4715
,e of Work: ADDING 1 WINDOWS AND REPLACING ONE
of Openings: 2
iitional Info:
ssification: Residential
inning: 3
Fees Due
Amount
CCF
$0.60
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.20
Permit Fee
$120.00
Scanning Fee
$9.00
Technology Fee
$0.80
Total:
$134.60
Valuation: $ 900.00
Total Scl Feet: 0
Pay Date Pay Type Amt Paid Amt Due
Invoice # WS-3-17-63340
03/16/2017 Credit Card $ 50.00 $ 84.60
04/03/2017 Credit Card $ 84.60 $ 0.00
Available Inspections:
Inspection Type:
Window Door Attachment
Final
Review Building
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zo�ing. Futherrpore, I authorize tK above -named contractor to do the work stated.
April 03, 2017
Sigr4ture:Owner / Applicant / Contractor / Agent
Building Department Copy
April 03, 2017 1
' INSPECTION RECORD
Miami Shores Village
10050 N.E.2nd Avenue
Miami Shores, FL 33138-0000
Phone. (305)795-2204 Fax: (305)756-6972
Permit NO. Y Y S -3 - 1 7-7 1 7
Worts Classification: Window/Door Replacement
Issuaa Date: 4/3/2017 I Expires: 09/30/2017
INSPECTION REQUESTS: (305)762-4949 or Log on at hops://bldg.miamishoresvillage.com/cap
REQUESTS ARE ACCEPTED DURING 8:30AM 13 OPM FOR THE FOLLO NG�USSNESSpAyY
Requests must be received by 3 pm for following day inspections: k
Windows/Shutters K r lkia 'i cy Parcel #:1132060132580
Owner's Name: Owner's Phone: (305)758-3133
Job Address: 121 NE 96 Street 111 I) (' Total Square Feet: 0
Mi@mi Shores FL- H
t r <<.•-q lux
Total Job Valuation: $ 900.00
Bond Number: [it ► t 4
Contractor(s) Phone Primary Contractor
CLEMDEL CONSTRUCTION CORP (305)856-4715 Yes
a-r
WORK IS ALLOWED:
MONDAY THROUGH FRIDAY, 8:OOAM - 7:OOPM.
SATURDAY 8:OOAM - 6:OOPM.
NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS.
BUILDING AND ROOFING INSPECTIONS ARE DONE
MONDAY THROUGH FRIDAY.
NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS
THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK, IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER,
THE BUILDING OFFICIAL NOR THE CITYiSHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL
REQUIRED TO ALLOW INSPECTION.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE. OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF
COMMENCEMENT.
BUILDING
PERMIT APPLICATION
Miami 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
Master Permit No
Sub Permit No.
RECEIVED
MAR 16 2011
FBC 201`4
/�'/_ /G - / z �_/
W S l -7 ---11 ^j
[PUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL
F—IPLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
10B ADDRESS: / Z / A ( z S
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#:I / ,? 2 'r, 6 U / J? Z SR y Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: 615S Flood Zone: At-c--' BFE: FFE:
OWNER: Name (Fee Simple Titleholder): [�iC r%1(J��/� T y s�GyjivH-c, Phone#:
Address:
City: State: Zip: /
Tenant/Lessee Name:
Email:
hone#:
CONTRACTOR: Company Name:GLa�v� Q L� �i�'�'+ Phone#: 50'S
Address:
City: VA State:— Zip:
Qualifier Name: � 7--) ��a �. �c'� r+b GqJ4— Phone#: - '2�-v
State Certification or Registration #: C-- Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $�2 Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: /Z,/ GG✓ /S — �%/�S %3/�/�/Z __ /! 2 Gr//�� U w S
Specify
Submittal
)r, of color thru tile: Y
s� • �� n Permit Fee $ 620'CCF $ lid/ CO/CC $
Scanning Fee $
Technology Fee $_
Structural Reviews $
Radon Fee $ DBPR$,,'��Notary .$
Training/Education Fee $ " ZJO Double Fee $
Bond $
TOTAL FEE NOW DUE
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zi
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 not be approved and a reinspection fee will be charged.
Signature
OWNER or AGENT
The foregoing instrument was acknowledged before/me this
Ole day of l%�G�'�iGri 20 / by
V , I u ( <0D *17� a who i personally know to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
�6 day of
20 1-7 , by
who is personally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign: w ° Sign:_
Print: J 1 vK ED �r9�ptt A,- Print:
Seal:PCB.,, JIM D PAMPLIN
=+° .'� ; Notary Public - State of Florida
• : •; Commission # GG 041934
OF"My Comm. Expires Jan 13, 2021
*************�I�Rw�1%***9Df+086�1bre�lEMNtfionW#k1lhP1lklltrl�
APPROVED BY
�,�;;� PCB,, JIM D PAMPLIN
Seal: `�s Notary Public -State of Florida
' Commission # GG 041934
My Comm. Expires Jan 13, 2021
9r
�o / (
Plans Examiner
Structural Review
as
—Zoning
Clerk
(Revised02/24/2014)
Ac �t /� CERTIFICATE OF LIABILITY INSURANCE DATE(M!WDO/YYYY)
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pollcy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endomemen s .
PRODUCER
CONTACT Torres Insurance Agency
Torres Insurance Agency Inc.
PNONE }, (305)512-5880 FAX , (305)512-5801
6135 NW 167 STREET # E25
E-MAIL
ADDRESS
11 Shore Drive East
INSURER(s) AFFORDING COVERAGE
NAIC a
Miami Lakes FL 33015
INSURERA:Int'l Ins Co of Hannover SE
INSURED
Clemente Gonzalezdba:Clemdal Construation Corp
INSURER B:
INSURER C:
11 Shore Drive East
INSURERD:
NSURER E:
Miami FL 33133
wsuRF:E
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR
LTR
TYPE OF INSURANCE
ADDL
SUERPOLICY
POLICY NUMBER
EFF
M D
POLICY EXP
MM(
LIMITS
GENERAL LIABILITY
EACH OCCURRENCE
$ 1,000,000
A
X COMMERCIAL GENERAL LIABILITY
CLAIMS -MADE ❑X OCCUR
GO6C002936-03
3/28/2017
3/26/2018
DTO R
REMi ES IF,
5 SOD, OOO
MED EXP (anyone e fson)
$ 5,000,
PERSONAL 3 ADVLNJURY
$ 1,000,000
X $1000 P20perty Damage
Deductible Per Claim
GENERAL AGGREGATE
$ 2,000,000
GENT AGGREGATE LIMIT APPLIES PER.
PRODUCTS COMPlOP AGG
$ 2,000,000
X POLICY PRO LOC
$
AUTOMOBILE LIABILITY
COMBINED SINGLE LIMIT
a Ea^ : I
BODILY INJURY (Perps sm)
S
ANY AUTO
All OWNED SCHEDULED
AUTOS ANO UTO$
BODILY INJURY (Pr emiaan)
$
HOWNED IRED AUTOS AUIO
PR PERJ UAMAGE
.-M-
$
—
$
UMBRELLA LIAR
OCCUR
EACH OCCURRENCE
$
AGGREGATF
S
EXCESS LIAR
CLAIMS MADE
DED I I RETENTION$
$
WORKERS COMPENSATION
WC ATU- OTH-
AND EMPLOYERS'LIABILITY YIN
ANY PRO PRIETOftIPARTNERIEXECUTIVE
OFFiCERIMEMBER EXCLUDED? ❑
NIA
E.L. EACH ACCIDENT
$
$
(Mandatory iR NH)
E.L. DISEASE - EA EMPLOYE
It Yas, describe under
DESCRIPTION OF OPERATIONS 1,1-
E.L. DISEASE POLICY LIMIT
$
I
i
i
f
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES IAHa hACORD 101. Additi—I R*Mhr %ScheduN,, If mare space Is 1.114rod)
General Contractor- Contractor License#CGC047393.
Additional Insured -Owner, Lessees or Contractors -Scheduled person or organization under form CG20100704
Professional Liability -Contractors Exclusion. Condominium, Townhouse Or Tract Housing Coverage
Limitation Endorsement Included, Roofing Limitation Exclusion.
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOME WILL BE DELIVERED IN
Village of Miami Shores ACCOROANCE WI THE POLICY PROVISIONS.
10050 NE 2nd Ave '
Miami Shores, FL 33138 AUTlIOR12ED ,rRESEN E
25 (2010/0) tafssanto acnan cnRpnaaTlnN eu .i�t,rA �a�A. a f
INS026(201005).DI The ACORD name and logo are registered marks of ACORD
MIAMI•DADE
DEPARTMENT OF REGULATOR
BOARD AND CODE ADMINISTRi
NOTICE OF ACCEPT
Lawson Industries, Inc.
8501 NW 90..Street
Medley, FL 33166
�iT �:WSI�-
Nl q j"O'AS VI
ArPPOVED By DATE
rFnl
1 a 2 C r T I k1Q 9 ► 2J / r
TION DLVISIONNIPL ANCE W; F H ALL FEDFRALT
-Y nI'1 FS A'J- RE ,'I cT10"
RFcF/ v
#0 E6
es�zr�ii�
MIAMI—DADE COUNTY
)UCT CONTROL SECTION
1805 SW 26 Street, Room 208
315-2590 F (786) 315-2599
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 allo ity
Having Jurisdiction (AHJ).
�.j
This NOA shall not be valid after the expiration date stated below. The Miami Dade C i1'roCuctfon
Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami Dade Co ) eserue herrtghiJ
to have this product or material tested for quality assurance purposes. If this product or. material falls o ��
perform in the accepted manner, the manufacturer will incur the expense of such testin arid 4tKe, Alit inay_
immediately revoke, modify, or suspend the use of such product or material within the rtjurtsd[c ion.
reserves the right to revoke this acceptance, if it is determined by Miami -Dade Cou 3' duct Cnt-ol
Section that this product or material fails to meet the requirements of the applicable build' n o
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. sees
DESCRIPTION: Series "HS-8700 (Flange -Frame)" Aluminum Horizontal Sliding.Windoft �,.SVI.I. • • • • • •
APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Hofi'Lontal Rglting f lange • •
Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B",'d:18.08/11/r4, ilitpared'"• • • •
by manufacturer, and signed and sealed by Thomas J. Sotos, P. E., bearing the Miami Wde County Produce....
Control Revision stamp with the Notice of Acceptance number and Expiration *Jj.6by the sWim --Dad o •
00
County Product Control Section. ... • . • .... ..:.. •
MISSILE IMPACT RATING: Large and Small Missile Impact.Resistant • • • • . • • 000000
.
LABELING: Each unit shall bear a permanent label with the manufacturer's tame or logo, city, state • �0
series, and following statement: "Miami -Dade County Product Control Approved", unless otl�taisa noted •
herein. • • • • • • • 0 •
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 proposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No..12--0127.08 and consists of this page 1 and evidence pages E-1, E-2 and E 3;
as well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
NOA No. I4-090,8,214
Expiration Date: April 11, 2017
Approval Date: November 13,.2014
Pagel
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections. .
(Submitted under previous NOA No. 11-0705.10)
2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact
Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B" dated
08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and' installation diagram of an aluminum horizontal
sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by
Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3049 and
HETI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font, P. E.
(Submitted under previous NOA No. 11-0705.10) . •..
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per NC TAS -2O- 94 ....
•
along with marked up drawings and installation diagram "of 8.. specimens •.
of an aluminum horizontal sliding window, XOX (1;4,,:.Ili, 1 /� • an$ 1 /3,' • • •
1/3, 1/3) configuration, prepared by Hurricane Engineering. &.Testing, Irp., Tegt'•••;
Reports No.'s HETI-103047, HETI40-3053, HETI-1 -M&I, HEFT IV 3130,....
HETI-10-3223 and HET-10-3225, dated 03/23/11, signed d"d Sealed bye ftioido F.-: • •
Font, P. E. (Submitted under previous' 7VUA No. 17-*07VS.101 • • •
3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2p1 494 . ....;.
2) Cyclic Wind Pressure Loading per FBC, TAS 293-94 . - •
along with marked up drawings and installation diagram of av ahtminum-botzontal •
sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, PPepared
by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3048,
HETI-10-3049I, dated 11/09/10, HETI-10-3050, HETI-10-3052B,
HETI-10-30569 IIETI--10-3131, HETI-10-3224 and HETI-10-3226, dated
03/23/11, signed and sealed by Candido F. Font, P. E.
(Submitted under previous NOA No. 11-0705.10)
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 an aluminum horizontal
sliding window, XOX configuration, prepared by Hurricane Engineering & Testing,
Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael
E. Droz-Seda, P. E.
(Submitted 1111der previous NOA No.11-0705.10)
Jaime D. Gascon, P. E.
Product Control Section Supervisor
NOA No. 14-0908.14
Expiration Date: April 11, 2017
Approval Date: November 13, 2014
E-1
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. Test reports on: 1) Air Infiltration Test, per FBC, TA_ S 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, TAS 202-94
along with marked -up drawings and installation diagram of 8 specimens
of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane
Engineering & Testing, Inc., Test Reports No.'s HETI-08-2033, HETI-08-2034,
HETI--082035, HETI-08-2036, HETI48 2037, HETI-08-2038,
HETI48-2116A and HETI-08-2116B, dated 02/28/08, signed and sealed by
Candido F. Font, P. E. (Submitted under previous NOA No. 09-0706.05)
6. 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 293-94 ....
• • • • • •
6) Forced Entry Test, per FBC 2411 3.2.1, TAS'202:94 • • •,
along with marked -up drawings and installation diagram'of:8 • specimens• of a*n •' • •
aluminum horizontal sliding window, XO configuration, prgU;jWd by •Fengstrati+• • •;
Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTL-.1498 and TTIr-3364,....
dated 12/06/01, 12/11/01 and 01/28/02, all signed and seatM;by %tris;-4ntonio•.••
Figueredo, P. E. (Submitted undel7VUA No. 02' 02'27. 05) 9 0: r
C. CALCULATIONS •
1. Anchor verification calculations and structural analysis, •eemplying•-vjtlt FBC:; "*O
prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and upddted on
01/25/12, signed and sealed by Thomas J. Sotos, P. E.
(Submitted under previous NOA No. 12-0127.08)
2. Glazing complies with ASTM E1300-04/ 09
D. QUALITY ASSURANCE - -
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer." dated 04/11/13, expiring on 12/11/16.
Jaime D. Gascon, P. E.
Product Control Section Supervisor
NOA No. 14-0908.14
Expiration Date: April 11, 2017
Approval Date: November 13, 2014
E-2
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS (CONTINUED)
2. Notice of Acceptance No. 14-0423.17 issued to -Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on
05/21/16.
F. STATEMENTS
1. Statement letter of conformance to and complying with FBC 51" Edition (2014),
issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E.
2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit
corporation, active and organized under the laws of the State of Florida, dated
04/11/14 and filed at the Secretary of State.
3. Statement letter of conformance, complying with FBC 2010, dated 01/25/12, signed
and sealed by Thomas J Sotos, P.E. (Submitted cinder previous NOA No.12-0127.08)
4. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas
J. Sotos, P. E. (Submitted under previous NOA No. 12-012Z 08)
5. Laboratory compliance letter for Test Reports No.'s HETI-10-3047, HETI-10-
3048, HETI-10-3049, HETI-10-3049I, HETI-10-3050, HETI-10-3Q51., HETI-
10-3052B, HETI-10-3053, HETI-10-3056, HETI-10:3057, HET1.10--313D,....
HETI-10-3131, HETI-10-3223, HETI--10-3224, HET40--1225 and- HF�TI-10- • ;
3226, all issued by Hurricane Engineering & Testing, Inc., ftt$d'11/09/to, M23/22'••'
and 04/25/11, signed and sealed by Candido F. Font, P. E. ; • • • •
(Submitted under previous NOA No. 11-0705.10) • • • • •'
.... . .....
6. Laboratory compliance letter for Test Report No. HE4'4•-•14-3251 • •i% ed by...
Hurricane Engineering & Testing, Inc., dated 04/25/11, sign8g ddd* sealed'byRaMl
E. Droz-Seda, P. E. (Submitted under previogey*M No.•11 OQ705.10) : •
7. Laboratory compliance letter for Test Reports No.'s HETI-08-2033,' HLfiI-08-
2034, HETI-08 2035, HETI-08-2036, HETI-08-2037, hF,1rf--08-293$, fIETV � •
08 2116A and HETI-082116B, issued by Hurricane Engineering & TestMg, Inc.,
dated 01/15/08 through 02/28/08, all signed and sealed by Candido F.. Font, P. E.
(Submitted under previous NOA No. 09-0706.05)
8. Laboratory compliance letter for Test Reports No.'s FTL-3097, FTL-3098 and
FTL-3364, all issued by Fenestration: Testing Laboratory, Inc., dated 12/06/01,
12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P. E.
(Submitted under previous NOA No. 02-022Z 05)
G. OTHERS
1. Notice of Acceptance No. 124127.08, issued to Lawson Industries, Inc. for their
Series "HS-8700 (Flange -Frame) Aluminum Horizontal ;gliding Window - LMJ.",
approved on 03/29/12 and expiring on 04/11/17.
Jaime D. Gascon, . E.
Product Control Section Supervisor
NOA No. 14-0908.14
Expiration Date: April 11, 2017
Approval Date: November 13, 2014
E--3
S r
NOTE., Av
1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES.
2) FOR VERTICAL CROSS-SECTION DETAILS A. Al. B. 8 B3' REFER TO SHEET ►3
3) FOR HORIZONTAL CROSS-SECTION DETAILS 'C. D. A E" REFER TO SHEET /4
4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES.
AMA
BI
E
XOXg� _-',�u•1 ASS—(1[OXX -Wual LAU
NOTES
3)) RFPCR TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES.
E) FOR VERTICAL CROSS-SECTION DETAILS 'A. AL B, k RI" REFER TO SHEAT 03
3) FOR HORIZONTAL CROSS-SECTION DETAILS 'D. & E' REFER TO SHEET 06
41 REFER TO SHEET S OF 10 FOR DESIGN LOAD CHANTS AND NOTES.
A KAI
/o
8 Bt
XQX�n-Eaual Lite
NOTES.
1)) REFER TO SHEET 2 OF f0 FOR INRTA.110N ANCHOR DEMOS AND NOTES.
2) PUR VERTICAL CR099-38CTION DETAILS "A. AI. R. A BI" NRFER To SHEET #3
3) FOR HORIZONTAL CROSS-SECTION DETAILS 'D, R E" REFER TO SHEET 05
4) REFER TD SHEET 7 OF t0 FOR DESIGN LOAD CHARTS AND NOTES.
SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW
APPROVED ELEVATIONS
_General Notes.
I,) THIS WINDOW SYSTEM 19 DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. INCLUDING HIGH
VELOCITY IS HURRICANE ZONE
(SHUTTERS NOT REQUIRED)
THIS PRODUCT
2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING
RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE. WITH THE REQUIREMENTS
OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL.
3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON
ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER
(O.C.). AND AS TABULATED ON SHEETS 6, 7, or S.
4.) ANCHOR CONDITIONS NOT DESCRIBED 1N THESE DRAWING'S ARE TO BE
ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND
TO. BE REVIEWED BY BUILDING OFFICIAL.
5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED CLASS TYPES
TABULATED HEREIN (SEE SILENT. /8, 7, or 8). AND FOR USE WITH DOUBLE GLAZE
LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET. Y6. 7 or a).
8.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE 3OFT.
IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED.
7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS.
8.) SEE SHEET 9 FOR GLASS TYPES.
9.) SEE SHEET a FOR DESIGN PRESSURES ON "KO or OX' WINDOWS.
10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAT.-LTE "XOX' WINDOWS. • • • •
lt.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE "XOX" WINDOWS. • •
12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHOM 3, 40or 9. • • • •
13.) W. A INT. FALSE COLONIAL MUNTINS ARE OP71ONAL A AND ARE"MM W/ SILICONE
14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PREShfE TREfMD AND ANCHORED •
(BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE Ay 13, 4 8 6 FOR DVATIS • •
A NOTES) WODo BUCKS To BE ANCHORED IN
Co.- fill 2014 FBC CISA. • •
24 SECTION 11.3.3.3.
15.) APPROVAL APPLIES TO SINGLE. UNITS OR SIDE BY SIDE MAIN•AAS" •
16.) SEE SHEET / 5 FOR MULLION/METAL ATTACHMENT DETAILS, JIG" & OPTIONS. • •
17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPE• OF MIAMI-•ADE COUNTY 4P&*V4D4
WINDOW3 USING A MLWI-DAUB COUNTY APPROVED MULLION 4N•9YIYEEN ARE ACC
LABLE BUT
THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULAON APPROVAL WILL AFTPLY TO THE
ENTIRE MULLED SYSTEM. !! ••
I8.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTIIEN 17i951N�Lye MA17:RU[J 7'0
PAINTED OR PLATED AND SHAH. MEET SECTION 2003.8.16V TT*? 14 FLORIDA B"a O•DC
TROouc-r R5vts6D
T11'�og uilA NH FIMSA � 1
BublinE Cv4e 4
L'
t;lE
:a
YNI ITIA Y
T UNIT SIZE: Ill' k 63' Y —
TAIIATION FASTENERS
10 AT FRAME HEAD
(14 AT FRAME HEAD IF DP AB(
10 AT EA. FRAYS SILL
114 AT FRAME SILL IF OF AB01
6 AT RA. FRAME IAMB
•SEE GENERAL NOTE 63 k F4.
—BS 3/Y' OVERALL FRARE VIDTII
FRAME WIDTH
IE T00)
B4 3/B' INTERIOR
TVD ADDITIONAL —ORS
FpRWUNif5AVINTENET MVP
A Al "T U a TDV IV
W.
w
E
//.
/A
I�
1
8 8LLI_
y
;��
— EMT. t INT. {'M'Pl [DLSWLIL
4 SANE AXDIUR SPACING AT IEAD L SILLMlX1TINI NR RO V/
R TVO AOBITtDtWL AHCIIQaS REWIRCO V/ Sil .DUD IAE
AT MEET WD FAILS FOH 1WiT3 14 T AVMLAILE AS i1OMl.
W gBOVE .TOPS1' / - >OPff N LUTAL]
XOX" NINDOW EOUAI. CITE
VER1ICAL CASE CTIW DETAILS BI' AT SHCCI S]
BT UNIT 912E: 111' k 63" F• SLL HWIDWTAL CRDSS-SELTIW DETAILS 'C, D, L E' AL fH[ET 45
3TAW.TION FASTENERS * 111' OVERALL FRAME MOTH--
I ]0 AT FRAME HEAD
(14 AT PRAYS HEAD IF DP ABOV
) to AT EA. FRAME SILL
(14 AT PRAME SILL IF DP ABOVE
6 AT EA. FRAME IAMB
•SEE GENERAL NOTE 63 k 04.
TEST UNIT SIZE: T4' k 6D
INSTALLATION IA9TPNCMJ•
(A) 6 AT mum HEAD
(e AT FRAY. NeAD W
(BJ 6 AT A. fRAM6 slit.
I. AT FRAME DULL IF O
(.) 6 AT A. FRAMC IAMB
(((( •SEE GENERAL NOTe
�➢wRPS)
13 Vf GC,
• uc.
�I�UL
13 1/4' QC.
--74' OVERALL FRAME WIDTH
73' INTERIOR FRAME VIDIN--
P AB.. T0.0
ARDF.o)
if To
1V0 ADDITIONAL ANCH6VS
REWIRE.➢ AT MEET NG RAH.S
FOR LYlIT2 WITH BP AW VE
A Al ♦, TOPsfP 4 TOIALJ
---f e•
4
T _ 1
LL
..
zz—gNAms)
u vlv ar.
1] 1/4• nc.
13V I11IL' OC.
13 1/1' OC.
Mif� EYf. L INN. FALSE fA.IMIK RANIINS ME
L SAME ANCMR SPACY4O AT -. L SRL� APPLI D V ILIC 0 ARE AV
2. TWO ADORMLI OR
... pE4111RCD J AS fWIIWW..
MEETIMO RAILS fOR UNITS VITM OP
ruvE .TaPSF / - T6PSF a TOTAL] '7COX" WINDOW - UN -EQUAL LITE
HON&
L SMC[ III 11CIMTM—Ca0S5 ITTIM DETAIL C, 1: AtRi c•3ATA-TLYSE]
W
- --131. INTERIOR FRAME MOTH
T O AUOI]NINAL AMLl10RS
E 70.0
`EWWED AT IEETY& RAILS
O A .1 i DR UNIIS 14 NIP Ap]VE ,.Ny
13' —
==i== It
O
O
%yyy�
n u Si
nm
o
H.
U
q�
C0M1'ERf)
o`er
� Q
AO {<
k1 z
5
l3 1/.• D<.
-, �
z
�
as
4
F
IS 1/4' at.
O ry
Q
H
•
o
lit o
Ill,
C36 ;
eNCNDB..Not - ,af� � .O
1. SAME ANCHOR SPACING AT IEAY L SILL • I * .- i r
2. IVO ADDITION. ANCIRWS REWIRED V/ 1 -• 00
AT MEETING RAFUIIITi VITH AVAILAK
• • • • • • E H �n�• � •� � •
OP ARWE .RE /- TOPfFOR t1 10iM)
IND I. W W 7E x
Half& ( ()X• •
1. SEf. VERTICM CROSS-SECTION ➢STALLS •A, .1, E. L YI' AT SIEET 43 • • • •
2. IE[ Np412WTK CROSS-SECTIDN+Eb*,C, D. L E' AT D`IT 44 • ll •
• • ••••••
•••• • • •
SERIES-Q 0 IIORIZON, I6, IJGWIND_OW_
FLANGE FRAME ELEVIiTI•I. • • x
.. . • ..
PRODUCT REVISED
mmg{ M,!♦b FIaWA
guR6plieETCD6e
Acaq�34R _V• }��
D
�,l,l' �Sm4FIRaD.IwD1»��
1/4' TAPCHN W/ 1 1/4'
MIN, EMBEDMENT INTO CONC.
(SEE ELEVATION AT SHEET B2
FOR MAX. FASTENER SPACING)
1 1/B' NIN
EDGE DISTANCE P
k P d > a
P < sd d
N
EXTERIOR
-.-I. ALL WOOD BUCKS ENGINEERED SEPARATELY
L TO BE REVIEWED BY BLM OFFICIAL (TYPJ
2. WOOD BUCK AND FRAMING (NOT BY LAWSON
INDUSTRIES) MUST SUSTAIN LOADS IMPOSED
_I BY THE GLAZING SYSTEM
• 1 I/4' MIN. < a.Q
AEMBEDMEN� a.
d , d:
/4' )WX.
SHW SPACE
(TYPJ
CLEAR
V A v
i e- a SNW SP
') A A d'1 1/ V MIN. (TYPJ
EMBEDMENT <
4 d .. e I d. 'Ad:
Ad
ADHESIVE
INTERIOR
GLASS
9-
EXT. .BADE
STUCCO OVER METAL LATH NAILED TO R14 S.M.S. W/ 1 1/4'
EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD
TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET N2
yK
(q
(EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING)
c
c�
NOT BYLAW INDUSTRIES, INC
o
iJ
2X
w00
W
( ♦ i 1' MIN.
ANCE
;LLB
i yy
U z
o
EDGE
'
1 (MUI. TY[TP/(BEDJ
2%
0 d1
x z
F
z
N�
E%T. GRADE PERIMETER- 1/4' MAIL
CAULKING HOT BY SHIN SPACE
V
a qo
p (�
LAVSGN WCUSTRIES', (TYPJ • • • •
�/'Y
�.'
TO BE APPLIED BY OTHERS
RTPJ i� ,' • • • • • • •
\/ 11
• •
IDJ
EXTERIOR • • •
• • •
1
'.� • •WTERiOR • • • •
Ant •
ALTERNATE DETAIL ;� li
•
• •
- WOOD FRAME INS'1'ALLATIflt� @!PAIL •
•
.,�'
WINDOW INSTALLATION_j{ • • • •
L THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT.
r
'
•
GRADE CAULK THROUGHOUT yl• WWO 1.1IMETER DF FLANFF
BY WINDOW INSTALLER (TYV • •
SILL RISER - OPTIONAL
2. THE EXPOSED E%T. PERIMET61( OF THE b�N➢OW FRAM
•
a
i
• •
APPLIED WITH SILICONE
0
SEE DP CHARTS ON BE DIALED W/ AN APPROV EXTERIOR GRADE CAUL • • • • •
SHEETS B4, B5, L L6. BY OTHERS (TYPJ • • •
• WHENTHE GAP R TfECN 71M MINDW FHKME AND THE DUCK OR
ii
• •
•'
WRY SOK18 IESS THAN 1/8•. SEZO ARE NFT REQUIRE)• • •
• •
•
�
L
ANCHORS NO'EE:
. ANCHORS TO BE 012 SMS OR WD. SCREWS INTO W000, OR
1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC.,
N4\UUIUP..T
H3�
WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR
,\AP\N\(
OGj •.••'•••"'•.
COW. (REFER TO LOAD TABLES FOR QUANTITIES REDUIRED)
vO
C
-lu'Y..D. V ^ 4 ~ A, SNIN SPACC
YP.)
/1 s �d" 1 1/4' MIN.
' EMBE MENT. A
9 d
d.
d
' '/a �� �LDu
.a
OPTIONAL SILL
DISTANCE)
INSTALLATION DETAIL AT 'XO Qr OX"
PRODUCT IIBVISUU
c°niplC dw)U)Ih Plwid°
�°°°-0�0814
AI%eylvc°N° +�
E 2/
M m ` CbWN
2X
BY
B14 SM.S. V/ 1 1/4'
MIN. EMBEDMENT INTO WOOD.
(SEE ELEVATION AT SHEET K2
FOR MAX. FASTENER SPACING,)
V MIN.
EXTERIOR WAIL FINISH
BY OTHERS (TYP,) „
STUCCO DYER META. LATH NAILED TO -
EXTERIOR GRADE PLYWOOD SHEATHING
TO BE SPECIFIED BY ARCHITECT DR GC.
<EXTERI(R TBIISH BY OTHERS)
NOT BY LAWSON INDUSTRIES. INC.
1, ALL WOOD BUCKS ENGINEERED SEPARATELY
6 TO BF. REVIEWED BY BLDG. OFFICIAL <IYR)
2. WOOD BUCK AND FRAMING (NOT BY LAWSON
INDUSTRIES) MUST SUSTAIN LEADS IMPOSED
BY THE GLAZING SYSTEM
➢ GLASS
SILICONE ADHESIVE 1a• MAK
BEDDING COMPOUND SHIN sPAcc
-� INTF,RIOR
O v
(. EXTERIOR
18 19
v it
GL
CAUL—
EXr. GRADE PERIMETER
OE%!,
D
CAULKING NOT BY
O
TO gVS(R INDUSTBDE APPLIED BYY OTHERS
(TYP,)
(T
73' MAX.
30 31
B B
22 � 21
5
LOCK (LATCH AND SWEEP) OPTIONS
I. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE
LACKS ARE QUALIFIED FOR USE ON ALL WINDOWS.
2. BOTH DIE CAST AND NYLON CAM LACKS ARE QUALIFIED
FOR USE ON ALL WINDOWS.
3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT.
—WINDOW FRAME BUCK WIDTH-
74' MAX.
WINDOW FRAME FLANGE WIDTH
"XO" WINDOW EQUAL LITE
( -OX" REVERSED )
WINDOW INSTALi.ATTON NOTES:
1. THE WIN90V FRAME FLANGE TO HE BACK -BEDDED W/ AN EXT,
GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE
BY WINDOW INSTALLER (TYP)
P. THE EXPOSED EXT, PERIMETER OF THE WINDOW FRAME TO
BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK
BY OTHERS <TYP.)
• WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR
MASONRY IS LESS THAN 1/8'. SHIMS ARE NOT REQUIRED.
ANCOORS N-QTS;
ANCHORS TO BE Rig SMS OR WD, SCREWS INTO WOOD, OR
1/4' TAPCONS — APPROVED CONC. FASTENERS INTO CORE.,
WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR
CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED)
o q
u o C o
IS
-.PT. WOOD BUCKS � o � o L)
C A.d.
o
o
;LL�;B a�
• ? Q i eo ,6�z,
1/4' TAPCON W/ 1 I/4'
MIN. EMBEDMENT INTO CONC. (0
(SEE ELEVATION AT SHEET 82 a z'
FOR MAX. FASTENER SPACING)
O
a o
D
o°
11/4' MIN
EMBE� y O !0
N p
lrl
t I/U' MIN. • • do O �T
'. EDGE DISTANCE*
} V Q
.. . .0 0 0 0
N,80
♦* • • • h
• • • q
00
im
N 12 X 1 3/4' T.M.S. E.
1 1/a' MIN. WOOD EMBED 0
(SEC ELEVAfa TION AT SHEET N2 C, #
FOR MAX. FASTENER SPACING) .PT. WOOD BUCKS
CLEAR SILICONE ADHESIVE
1/4MAx 21 .2 23 34 BEDDING COMPOUND LAMINATED GLASS <-
SMIM S
(TY 33 EXTERIOR PACE
7 17 5 27 30 -- 31 ` < wo
i/a• TAPCOM V/ t I/a' i n W qy
MIN. EMBEDMENT INTO CONC, r
----_ .(SEE ELEVATION AT SHEET A2 2
FUR MAX, i'gSTCNER SPACING) m ]
VV o
1/4' IM 1 B _II ,I t!/aa N111. p 8
NBEDM { 17 8 IA LJ -_ ...-..-._.I—_-� NHEDM�EN �.._ I� a .
TANCE
f/
EDGC DtSMIN.
w
O
B d' O
4 EXT. GRADE 'e • •
ECXAT�LKRM'E O E '. ,'r;• .7:;.;';:: ;: , � p
E Do
w
-W(NDOW FRAME BUCK WIT) • '� rn j$
-- -----------WINDOW FRAME. FLANGE WIDTH ------.....-. • • • • • • • • F
°XOX" WINDOW EQUAL AND UN —EQUAL LITE • • • • • •
WINDOW INSTALLATION NOTES: • • • • • • • • • • �+To
. •
1. THE WINDOW FRAME FLANGE TO BE BALK -BEDDED V/ AN EXT. •
GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE • • • • • • • �
BY WINDOW INSTALLER (TYP.) • • •
2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO • • • • i? ' • •
BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK
BY OTHERS (TYPJ • • : • • • • • `� _
• WHEN THB GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR • • •� • • •
MASONRY IS LESS TNAN 1/8'. SHINS ARE NOT REQUIRED. • • • 000
• {{ 7q
ANCHORS NOTE: • • P F A
ANCHORS TO BE W12 SMS OR WD. SCREWS INTO WOOD, OR ,((�T1111111IFAXA
1/4' TAPCOME - APPROVED CONC. FASTENERS INTO CONC.,
WITH A MINIMUN OF I 1/4' PENETRATION INTO WOOD OR �,` # •�� AAA"
CONC. (REFER TO LOAD TABLES FOR 64lANTITIES REQUIRED) �O� •• • ••�/ef�
~.'� w �• TiiT
PRODUCT Rcv]sr.D
ow•N�Bww(w Noriex d y�'
dielrB coax _
Mp� 1yp COM�01
DESIGN LOAD CAPACITY(PSF) - OX or XO WINDOWS
WINDOW
WIDTH HEIGHT
#
Jamb
Anchors
#
H & S
Anchors
+/-Pressuros
Glasa T "A" ' 2
Glass T "B" " 2
Glass T ' C" • 2
Glass Type "D" ' 2
Glass T a "E" ' 3
Glass T "F" ' 3
+ f
- f
+ f
-
+ sf
- sf
+
of
+ f
-pat
+ pot I
- pal
24
24
3
3
65.0
65.0
65.0
65.0
70.0
7G0
70.0
70.0
80.0
80.0
80.0
80.0
36
24
3
4
65.0
65.0
65.0
65.0
70.0
70.0
70.0
70.0
80.0
BOZO
80.0
80.0
48
24
3
6
65.0
65.0
65.0
65.0
70.0
70.0
70.0
70.0
80.0
80.0
80.0
80.0
60
24
3
6
65.0
65.0
65.0
65.0
70.0
70.0
70.0
70.0
80.0
80.0
80.0
80.0
72
24
3
6
65.0
65.0
65.0
65.0
70.0
70.0
70,0
70.0
80.0
80.0
80.0
80.0
24
36
3
4
65.0
65.0
65.0
65.0
70.0
70.0
70.0
70.0
80.0
80.0
80.0
80.0
36
36
3
4
65.0
65.0
65.0
65.0
70.0
70.0
70.0
70.0
80.0
80.0
80.0
80.0
48
38
3
6
65.0
65.0
65.0
65.0
70.0
70.0
70.0
70.0
80.0
80.0
8GO
80.0
60
36 1
3
6
65.0 1
65.0
65.0
65.0
70.0
70.0
70.0
70.0
80.0
80.0
80.0
80.0
72
36
3
6
65.0
65.0
65.0
65.0
70.0
70.0
70.0
70.0
80.0
80.0
80.0
80.0
24
48
4
4
65.0
65.0
65.0
65.0
70.0
70.0
70.0
70.0
80.0
80.0
BOZO
80.0
36
48
4
4
65D
65.0
65.0
65.0
70.0
70.0
70.0
70.0
8(10
$0.0
80.0
80.0
48
48
4
65.0
66.0
65.0
65.0
70.0
70.0
70.0
70.0
80.0
80.0
80.0
80.0
60
48
4
6
65.0
65.0
65.0
65.0
70.0
70.0
70,0
70.0
80.0
80.0
80.0
80.0
72
48
4
6
65.0
65.0
65.0
65.0
70.0
70.0
70.0
70.0
80.0
80.0
80.0
80.0
24
60
5
4
65.0
65.0
65.0
65.0
700
70.0
70.0
MID
80.0
807
80.0
36
60
5
4
65.0
65.0
65.0
65.0
70.0
70.0
MO
70.0
80.0
80.0
BOZO
80.0 •
48
60
5
6
65.0
65.0
65.0
65.0
70.0
70.0
70.0
70.0
80.0
0.0
80.0
60
60
5
65.0
65.0
65.0
65.0
70.0
70.0
70.0
70.0
80.0
80.0
BOZO
72
60
5
6
65.0
65.0
65.0
65.0
70.0
70.0
70.0
70.0
-
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26.5
26
3
4
65.0
65.0
65.0
65.0
70.0
70.0
70.0
70.0
80.0
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• 80.0
0080.90
37
26
3
4
65.0
65.0
65.0
65.0
70.0
70.0
70.0
70.0
80.0
80.0
.0
53.125
26
3
6
65.0
65.0
65.0
65.0
70.0
70.0
70.0
70.0
80.0
8.0
BOZO
60.0
74
26
3
6
66.0
65.0
65.0
65.0
70.0
70.0
70.0
70.0
BOZO
8fl.0 •
BOZO
80.6
26.5
38.375
4
4
65.0
65.
65.0
65.0
70,0
70.0
70.0
70.0
80.0
8 .
80.0
37
36.375
4
4
65.0
65.0
65.0
65.0
70.0
70.0
70.0
70.0
80.0
8 .
80.0
80.0
53.125
38.375
4
6
65.0
65.0
65.0
65.0
70.0
70.0
70.0
70.0
80.0
•80.i •
0 80.0
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74
38.375
4
8
65.0
65.0
65.0
65.0
70.0
70.0
70.0
70.0
80.0
80.9
0 80.0
W.0 0
26.5
50.625
5
4
65.0
65.0
65.0
65.0
70.0
MID
70.0
70.0
80.0
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80.0
80.0
37
50.625
5
4
65.0
65.0
65.0
65.0
70.0
70.0
70.0
70.0
80.0
80.0
.0
53.125
50.625
5
6
65.0
65.0
65.0
65.0
70.0
70.0
70.0
70.0
80.0
•80o•
• 80.0
-0-4
80.0
74
50,625
5
B
65.0
65.0
65.0
65.0
70.0
70.0
70.0
70.0
00.0
80.0
8-0
80.N
26.5
58
5
4
65.0
65.0
65.0
65.0
70.0
1 70.0
70.0
70.0
80.0
80A
80.0
37
58
5
4
65.0
65.0
65.0
1 65.0
70.0
70.0
70.0
70.0
80.0
•80.0•
• 80.0
80.0
53.125
58
5
6
65.0
65.0
65.0
65.0
70.0
70.0
70.0
70.0
80.0
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• 80A .6.
•• 80.0 •
74
58
5
8
65.0
65.0
65.0
65.0
70.0
70.0
70.0
70.0
80.0
1 80.0
80.0
go
26.5
63
6
4
65.0
65.0
65.0
65.0
70.0
70.0
70.0
70.0
80.0
BOZO
BOZO
80,
37
63
6
4
65.0
65.0
65.0
65,0
70.0
70.0
70.0
70.0
80.0
80.0
80.0
80.0
53.125
63
6
6
65.0
65.0
65.0
65.0
70.0
70.0
70,0
70.0
80.0
1 80.0
1 80.0
80.0
74
63
6
8
65.0
65.0
65.0
65.0
65.0
70.0
-
-
-
-
-
Notes 1.) SEE SHEET a FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS, f"061MC 4. aALLa
2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW ceep-Nu_ LC RISER - OPTIONAL
(WINDOWS WITH GLASS TYPES -A. B. C. & D') y APPLIED WITH SILICONE.
3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE. +70.0 DP /� �jj :/ FOR DP ABOVE +70.0 PSF
(WINDOWS WITH GLASS TYPES 'R. & P7 AND +80.0 DP MAX. ;j •i� `�\ �� nv <+80.0 DP HAK)
ADDHIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON i
WINDOWS WITH DP ADOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10)
4.) WINDOWS WITH GLASS TYPES 'A. C. OR G' INSTALLED ABOVE 30FT.
IN THE HVHZ. THE I.G. EXTERIOR LUTE SHALL BE TEMPERED. m __
FRAM S E
HEIGHT
# Jamb
Anchors
# H & S
Anchors
Glese 'B" • 2
G lass T e "C" • 2
Glass T e "D" • 2
Glass T • "E" • 3
Glass Typo "F" • 3
G lass Type "G" • 2
♦ sf
- sf
+ sf
_ s{
+ sf
- sf
+ sf
- of
+ sf
- sf
+ sf
- of
24
3
7
80.0
80.0
80.0
80.0
65.0
75.0
65.0
75.0
52.0
52.0
65.0
75.0
24
3
7
80.0
80.0
80.0
80.0
65.0
75.0
65.0
75.0
52.0
52.0
65.0
75.0
24
3
8
80.0
80.0
80.0
80.0
65.0
75.0
65.0
75.0
52.0
52.0
65.0
75.0
24
3
10
80.0
800
80.0
80.0
65.0
75.0
65.0
75 0
52.0
52.0
65.0
75.0
24
it
80.0
80.0
80.0
80.0
5.
75.0
5.0
75.0
52.0
52.0
5.
75.
36
3
7
80.0
80.0
800
80.0
65.0
75.0
65.0
75.0
52.0
52.0
65.0
75.0
36
3
7
80.0
60.0
80.0
80.0
65.0
76.0
65.0
75.0
52.0
52.0
65.0
75.0
84
36
3
8
70.0
75.0
70.0
75.0
65.0
75.0
65.0
75.0
52.0
52.0
65.0
75.0
96
36
3
10
70.0
75.0
70.0
75.0
66.0
75.0
65.0
75.0
52.0
52.0
65.0
75.0
108
36
3
11
52.0
52.0
65.0
75.0
65.0
75.0
52.0
52.0
65.0
75.0
60
48
4
7
70.0
75.0
70.0
75.0
65.0
75.0
65.0
75.0
52.0
52.0
65.0
75.0
72
48
4
7
70.0
75.0
70.0
75.0
65.0
75.0
65.0
75.0
52.0
52.0
65.0
75.0
84
48
4
8
-
52.0
52.0
65.0
75.0
65.0
75.0
52.0
52.0
65.0
75.0
96
48
4
10
52.0
52.0
65.0
75.0
65.0
75.0
52.0
52.0
65.0
75.0
108
48
4
11
-
52.0
52.0
65.0
75.0
65.0
75.0
52.0
52.0
65.0
75.0
60
60
5
7
5
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5.0
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55.0
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5
52.
65.
72
60
5
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65.0
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52.0
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84
60
5
8
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52.0
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75.0
65.0
75.0
52.0
52.0
65.0 0
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96
60
5
10
-
-
52.0
52.0
65.0
75.0
65.0
75.0
52.0
52.0
65.0
• .
108
60
5
11
-
-
52.0
52.0
65.0
75.0
65.0
75.0
52.0
65.0
75.0
74
26
3
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60.0
80.0
80.0
80.0
65.0
75.0
65.0
75.0
52.0
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7 0
74
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3
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80.0
80.0
80.0
65.0
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65.0
75.0
52.0
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65.0
a •75d •
74
50.625
4
7
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75_0
70.0
75.0
65.0
75.0
65.0
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52.0
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65.0
75.0
74
58
5
7
-
52.0
52.0
65.0
75.0
65.0
75.0
52.0
65.0
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74
63
5
7
52.0
52.0
65.0
75.0
65.0
75.0
52.0
65.0
75
79.5
26
3
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52.0
52.0
65.0
75.0
65.0
75.0
52.0
a 52.0
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79.5
38.375
4
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52.0
52.0
65.0
75.0
65.0
75.0
52,0
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65.0 •
75.0
79.5
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4
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52.0
52.0
65.0
75.0
65.0
75.0
52.0
65A
75
58
5
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52.0
52.0
65.0
75.0
65.0
75.0
52.0
0
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63
5
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52.0
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75.0
65.0
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26
3
11
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52.0
66.0
75.0
65.0
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5
52.0
65.0
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4
11
52.0
52.0
65.0
75.0
65.0
75.0
52.0
65.0
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4
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52.0
52.0
65.0
75.0
65.0
75.0
52.0
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58
5
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65.0
75.0
65.0
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63
5
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65.0
75.0
65.0
75.0
52.0
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75.0
26
3
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52.0
65.0
75.0
65.0
75.0
52.0
52.
65.0
75.0
38.375
4
11
52.0
52.0
65.0
75.0
65.0
75.0
52.0
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5.0
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50.625
4
11
52.0
52.0
65.0
75.0
65.0
75.0
52.0
52.0
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111
68
5
11
52.0
52.0
65.0
75.0
65.0
75.0
52.0
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65.0
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111
63
5
11
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52.0
65.0
75.0
65.
75.
2.0
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NoLe3 k♦j: I) SEE SHEET 9 FOR CL.A2DNG TYPES, DETAILS & SILICONE OPTIONS.
2.) STANDARD SUL USED ON WINDOWS WITH +7D.0 DP AND BELOW
(WINDOWS WITH GLASS TYPES -A, B. C, k D")
3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP
(WINDOWS WITH GLASS TYPES `E. k F*) AND +80.0 DP MAX.
ADDITIONAL. ANCHORS REQUIRED AT FRAME BEAD k SILL ON
WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10)
4.) WINDOWS WITH GLASS TYPES -A, C, OR G" IN ABOVE SOFT.
IN THE HVHZ. THE I.G. EXTERIOR LrrE SHALL BE TEMPERED.
"+rnn:iu�n.n
M
�1 _
E
W
206
S LL RISER - OPTIONAL
p�p4ugCc
20 APPFORLUP ABOVE SILICONEIED WITH +700PSf
t 2
090.0 DP WAX.)
AWL.-Dn�',¢nsl uts
■ WE`
1=1191A
-. -- - _
DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Equal Lite (1/3-1/3.1/9)
a
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$ c
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n
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+ Pressures (Ps1
FRAME
SIZE
#Jamb
Anchors
# H 8 S
Anchors
Glass Type "B" (" 2)
Glass Type "C" (' 2)
Glass Type "D" (' 2)
Glass Type "E" (" 3)1
Glass Type "F" (" 3)
Glass Type "G" (' 2)
WIDTH FHEIGHTI
+ psf
- psf
+ pill
- psf
+ paf
psf
+ psf
psf
+ pall
- psf
+ pelf
- psf
60 1
24 1
3
7
80.0
80.0
80.0
80.0
65.0
75.0
65.0
75.0
52.0
52.0
65.0
75.0
72
24
3
9
80.0
80.0
80.0
80.0
65.0
75.0
65.0
75.0
52.0
52.0
65.0
75,0
IR O q
':
84
24
3
9
80.0
80.0
80.0
80.0
65.0
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52.0
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m 2.
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d
60
36
3
7
70.0
75.0
70.0
75.0
65.0
75.0
65.0
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52.0
52.0
65.0
75.0
72
36
3
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70.0
75.0
70.0
75.0
65.0
75.0
65.0
75.0
52.0
52.0
65.0
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84
36
3
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52.0 1
65.0
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4
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52.0
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52.0
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72
48
4
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52.0
52.0
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60
5
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52.0
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65.0
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52.0
52.0
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72
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84 58 5 9 52.0
84 63 1 5 1 9 52.0
Notes (*): 1.) SEE SHEET 9 FOR GLARING TYPES, DETAILS a 91UCONE OPTIONS.
2.) STANDARD Sill. USED ON WINDOWS WITH +70.0 DP AND BELOW
(WINDOWS WITH GLASS TYPES -A, B. C. h D-)
3.) SILL WITH IUSER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP
(WINDOWS WITH GLASS TYPES -E, B ➢") AND +B00 DP MAX.
ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD k SILL ON
WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10)
4.) WINDOWS WITH GLASS TYPES 'A, C, OR G' INSTALLED ABOVE SOFT.
IN THE HVH2. THE I.G. EXTERIOR LITE SHALL BE TEMPERED.
11 nll .i 20 SILL RISER - OPTIONAL
ry I APPLIED WITH SILICONE
I FOR DP ABOVE "70.0 PSF
2 I 4*80.0 DP MAX.)
I
l.1YINATHO GIA9B 0
lTiO B D
N,y�
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wlxan
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2
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' PL
l.e' LEA ruTrw IEo N Asr
HS-d700 FLANGE FRAME WINDOW BILL
OF' MATERIALS
LI'EY I
PART �
RHQD.
DESCRIPTION
REMARKS
1
1.-7703
1
FRANC LEAD
6063-T6 ALIAAll(UM
2
L-8701
1
FRAME SILL
6063-T6 ALUMINUM
3
L-7701
1
FRAME F%0. JAMB
6063-T6 ALUMINUM
4
L-]704
1
FRANC FIXED MEETING RAIL
6063-T6 ALUMINUM
5
L-]%OS
1
VENT MEETING RAIL
6063-Tb ALUMINUM
6
L-770]
1
VENT iDP/BOTTOM RAIL
6063-T6 ALUMINUM
7
L-8]03
1
FRAME VENT JAMB
6063-T6 ALUMINUM
6063-T6 ALUMINUM
8
L-]706
I
VENT JAMS LATCH RAIL
9
L-8702
1
fRP11E SILL TRACK
6063-TG ALUMINUM_
!0
L-8705
1
FRAME SILL RETAINING CLIP
6063-TS ALUMINUM ,
11
L-7700
AS RCO'0.
GLAZING BEAD (3/8' )_
6063-TD IK.LWINtIN
t2
fT-006
AS REO'II
FRAME ASSEMBLY SCREWS
!8 % 3/4' P.N. PHILLIPS
13
FS-040
AS RECD.
INSTALLATION SCREWS
e14 SXS F]i./PNII.
14
L�7531
AS REO'D.
VINYL BULB
1/4' DIA. IRILB e3033
_
LS
PVS-003
AS REO'0.
FIN SEAL VEAIHERSTRIP
J87' • x R30' h
-
16
PVS-005
AS REO•ll.
FIN SEAL VEATHERSTRIP
.IB7' • K .350' h
17
PVS-009
AS REO'A
FIN SEM. WEATHERSTRIP
.187'
l8
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AS REO'D.
GLAZING HCAO (INSUATE➢)
6063-TS PLUHINUM
19
rvs-DDI
AS REO'D.
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.187' • K .1 ' T
20
L-8]06
AS REO'D.
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6063-TS ALIDI. T
21
L-7539
2
VENT EXTRUDED !RING I•I[H
3-TS AI.UMINUAI
22
HC-057-1
2
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m➢ED NTLON
23
L-7523
1 x LATCH
LATCH SPRING
TAINLESS CfTL�
24
x
2
SILL/JAMB JOINT GASK�
1/16' CLOSED CELL FOAM
25
FS-041
2
SILL RAIL ASSCI.1• •c•Ey
8 % 2 !/4' PH/PF�.
26.1
HC-044-1
2
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262
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/2• % 1/2' 2• L.
27
HC-040-1
2
SASH Rl1LLER t M
28
HC-026-1
1
SCREEN FRAME A MESH
A8
29
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ATTACHMENT SCR`• • I•D
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30
NC-OG(I-I
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32
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3 I/Y ANEK[02ASS -- P'tOW11A' TEAIAM 1. ALL SIM IN CONTACT WITH
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L-7703
FRAME FIXED JAMB
L-7701
SILL TRACK
L-8702
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L-6701
L-8703
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L-7705
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FIXED MEETING RAIL
L-7704
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L-7707
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L-7706
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L-6830
32
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L-7700
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18
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