440 NE 92 StType Insp'n
Permit No.
Name
Address
Company
Phone #
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date -e Time
" ///7✓ (9
/ d e , : �-
For Inspector: /62- -,OL Name to
Approved
Correction ❑
Re- Insp'n Fee ❑
rx ,34s .sip 33 yy
1
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date (ohO
Type Insp'n $- YNC LO Di lActa1,05 GL`^.8
Permit No. P g-
Name
Address
Company
Phone #
Approve
x
`-1 'fO NE
.505 -1
Inspection Date 62 ` 0 ( 04
Correction ❑
Re- Insp'n Fee ❑
-► e ctc, l
vl
Miami Shores Village
10050 NE 2nd Avenue
Building Permit
Phone: 305- 795 -2204 Permit Number: BP2002 -1162
Printed: 6/27/2002 Page 1 of 1
Applicant: GLADSTONE PHILLIPS
Owner: PHILLIPS GLADSTONE
JOB ADDRESS: 440 NE 92 ST
Contractor ALLSTATE WINDOWS & DOORS Contractor's Address: 5205 NW 72 AVE
Local Phone: 305 - 513 -3388
Parcel # 1132060140050
Permit Status: Approved Permit Expiration: 12/24/2002
Work: INSTALL IMPACT WINDOWS 12 & 2 FRENCH DOORS
Legal Description: MIAMI SHORES SEC 2 PB 10 -37 W 5 IN OF LOT 6 & ALL LOTS 7 & 8 BLK 49 LOT
Fees: Description Amount
FEE2002 -3631 Building Fee $160.00
FEE2002 -3632 CCF $6.00
Total Fees: $166.00
Construction Value:
$9,200.00
Total Fees: $166.00
Total Receipts: $0.00
If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection
fee is $50.00, which must be paid in advance before calling for another inspection.
This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all
ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to
and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without
authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the
ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done
by his agents, servants or employees.
-- ", Signed:
Signed: SPECTOR) BY:
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 responisibility for all work done by either
myself, my agent, servants or employes.
(Contractor or Builder) .BY:
E O.
pt111.� -1PS ��
G Nw E
KAT o 501 Asa
MM S HE ES' Ft.
•
Date
P o i h
f pmericai� "i„
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GH WI 069100277 yO G.L �( 1
�:
4 ?4 OD L463q
12
63-4- 8 8 Ft
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!tars
r
NAME: .: �2 0151d ltzi fe'i Il LS
�t'tu /U 1 q z 1.
ADDRESS: S
CITY: L uk� I Ski' STATE:' L ZIP: 3313 OFFICE PHONE: 7 S % ( Y `Ck
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DIAGRAM
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re
CONTRACT DATE:
CONTRACT NUMBER:
SALESMAN: JU C .I ati S
INSTALLER:
DATE OF INSTALLATION:
HOME PHONE: 3 7S1- ?'e. (
WHITE - OFFICE /YELLOW - CUSTOMER / PINK - SALESMAN
Gil) 0 `r
� n ad w& Y
QY4 virift4
•
ts
i 4 ciuoty'
do, r
0
Full Store Alum •
r7
LOOKING• OUTSIDE/IN — FRONT OF HOUSE / ` `
I �
Manufacturer: �t' 1.,T Impact V Non - Impact tr t I- r
Type Window In: GSD RES. DOOR O HER Cmt. CUSTOMER SIGNATURE
Horz
STYLE: ATW(SV) SH COL. GSD P.W.F. View Front Door
3/2 OX 2d2t 3/16
1 XO 4d2t 1/4 H.R.S.O.
COL. XOX 3d3t H.L.S.O.
Glass Type: Clear Brz. S/C Grey OBS INSUL. Temp.
Lexan: Laminated:
MASONERY: Inside Plaster Outside Stucco Operators
SILLS: Marble B/N Ceraic R/H
FINISH: Anod. BRONZE I../White Esp. L/H
Block up Sq. Ft. Bin Blk 4 IN. Blk
DIRECTIONS:
M I A M I•DADE
BUILDING CODE COMPLIANCE OFFICE ( BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
. TRACO Security Windows & Doors, Inc.
5100 NW 72 Ave.
Miami, FL 33166
SCOPE:
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee (BCPRC) 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 BCCO (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. BCPRC reserves the right to revoke this acceptance, if it is determined by
BCCO 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 South Florida Building
Code, 1994 Edition for Miami -Dade County or Florida Building Code.
DESCRIPTION: Aluminum Tube Mullion (No Reinforcement)
APPROVAL DOCUMENT: Drawing No.M95 -08A, Sheets 1 through 3 of 3, titled "Aluminum Tube Mullions,'
prepared, signed and sealed by Humayoun Farooq, P.E., dated 12/11/01, bearing the Miami -Dade County Product
Control Renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control
Division.
MISSILE IMPACT RATING: Large Missile.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No. 99 0104.02 and consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Raul Rodriguez.
NOA No 01- 1218.01
Exp Date: January 2, 2007
Approval Date: January 2002
Page 1
..r
4.000
STEP 1
STEP 2
STEP 3
S I EP 4
_ TYPICAL
WINDOW FRAME
INSTRUCTIONS:
USE CHARTS AND GRAPHS AS FOLLOWS.
DETERMINE DESIGN LOAD REQUIRED PER ASCE 7
FOR PARTICULAR OPENING.
USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING
ABOVE LOAD REQUIREMENTS.
USE CONNECTION TO MUWON AS PER PRODUCT
APPROVAL
SPECIFY MAXIMUM SHIM SPACING.
USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WITH
STEP 5 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE.
USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS
STEP 6 ON SHEET 2, SELECT ANCHOR TYPE WIT-I DESIGN RATING
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE.
TYPICAL
GLAZING PRODUCT
2.000 3.000
1 X 2 X 1/S°
ALUM TUBE
MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
1 X 3 X 1/16 X 1/B
ALUM TUBE
4.000
1 X 4 X 1/16 X 5/32"
ALUM TUBE
1.000
Engr. DR. HUMAYOUN FAR000
STRUCTURES
FLA. PE # 16557
DEC 1 2 2001
RECTANGULAR ALUMINUM TUBE MULLIONS
USING MULLION PROPERTIES ONLY
NOTES:
1. ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST
MEET THE APPLICABLE DADE COUNTY REOUIREMENTS
I.E. WIND LOAD, AIR & WATER INFILTRATION, FORCED ENTRY
RESISTANCE, SAFEGUARDS ETC.
2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND
WALL COVERING (STUCCO, TILE ETC.)
3. ANY CONDRiONS NOT COVERED IN THIS SUBMITTAL SUBJECT
TO SEPARATE ENGINEERING REVIEW.
4. ALL MUWONS TO BE ALLOY 6063 -15.
PRODUCT RENEWED
ACCEPTANCE No. 0/!(Z d/
EXPIRATION DA UGSy 2 0o7
PRODUCT CONTROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
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TRIBUTARY WIDTH - INCHES
Engr. • DR. HUMAYOUN FA.R000
STRUCTURES
FLA. PE # 16557
DEC 1 2 2001
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By
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drawing no.
M95 -08A
ALUMINUM TUE3E MULLIONS
MUWON
2 X 2 X 1/8"
ALUM ANGLE
2 X 2 X 1/8"
ALUM ANGLE
14 S.M.S.
2/ ANGLE
MUWON
2 X 2 X 1/8"
ALUM ANGLE
2 -5/8" LONG
ANCHORS TYPE 'A'
.2.000
MIN.
i9 14 S.M.S.
1 -1/2" MIN. EMBED INTO WOOD
1/ ANGLE
\
a .
•4 .
p
14 S.M.S.
2/ ANGLE
NOTCH ANGLES TO
MISS MARBLE SILL
; OR TRIM
b.
• a. r.r. 3/16 DIA. TAPCON
PRECAST CONC. r-"-- -1 1/2" MIN. EMBED
SILL ¢ 1/ ANGLE
1.625
2 X 2 X 1/8"
ALUM ANGLE
14 S.M.S.
2/ ANGLE
2 Y..2X 1/8"
ALUM ANGLE
2 -5/8" LONG
719
I - .325 TYP.
1 - 3.000
MULLION CLIP (ALT. TO ANGLES)
THIS CLIP TO FLOAT INSIDE MUWON
(NO SIDE FASTENERS REOD.)
ANCHORS TYPE 'B'
14 S.M.S.
1-1/2" MIN. EMBED INTO WOOD
2/ ANGLE
Engr. DR. HUMAYDUN FAROOQ
STRUCTURES
FLA. PE j 16557
MUWON
19 S.M.S.
3/ ANGLE
— MULLION
ANCHORS TYPE 'C'
2 X 2 X 1/8"
ALUM ANGLE
2 X 2 X 1/8"
ALUM ANGLE
3 -5/8" LONG
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MAX.
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WOOD BUCKS NOT BY TRACO SECURITY
MUST SUSTAIN LOADS IMPOSED.
PRODUCT RENEWED
P.CCEPTANCE O / — (Z( g• t2 1
PRCJDUCT CONTROL DIVISION
BUILDING CODS CO1.5Pi1ANCE OFFICE
:.NOTCH WODD BUCK
TO ACCOMODATE
CLIP ANGLE TO MASONRY
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CONC. FILLED BLOCKS
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drawing no.
M95 -08A
i
•
•PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date 'a —C/ Job Address LI 4o E - S Tax Folio % / -3.2-0 6-0 i 4 - (9o.4- O
7 F
Legal Description t a -3 7 Historically Designated: Yes No
Owner/Lessee / Tenant KOLA l -e P v. P
Owners Address 4 40 ti 9 a S4-(.420-4- Phone OS") ?s l 9 90
n U AA-7 Co. Li A' ��1 ,�6I ? 'A/ �0 �� Addr J /Y� `J 2.13
Qualifier Jed R g /1 St Cstp j Phon &3 ) 5- 6 , 1 -63 � 1
State # C— O? i 7 7 ( Municipal Competency # Ins. Co.
Address
Address
Architect/Engineer
Bonding Company
Mortgagor
Permit Type (circle one):
WORK DESCRIPTION
Square Ft. A SS
Notary as
My Co
APPROVED:
Zoning
Mechanical
OMMISSION # CC 962703
EXPIRES: August 21, 2004
Bonded Thru Notary Public Undarnriters
ignature of owner and/or Condo President
9/1010,
Date
Date
Address
UILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
- /.e/ c i,? W /
Estimated Cost (value) /c f2 C'
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work
will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL
PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
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. Furthermore, I authorize the above -named contractor to do the work stated.
'
CO # CC 962703
EXPIRES: August 21, 2004
■`... Bonded Thru Notary Public Underwriters
Notary as to
My Commiss
FEES: PERMIT 6 D, ® C RADON C.C.F. ,6 j 0 NOTARY
— 67
Building L f7' <%' `— Electrical
Master Permit #
e of Contractor or Owner- Builder
— BOND
TOTAL DUE
q
/ 0 /
Date
9A la
Date
Plumbing Structural Engineer
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO - 3 a Ob_ c 1 0 OS a
STATE OF FLORIDA:
COUNTY OF DADE: Cr 1R5 19583 2001 SEP 21 14 :17
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement.
1. Legal description of property and street. address: N L(0 N E
• M azAkAie P16 M w (-3-1l 10 g 131L-41
2. Description of improvement: ,c-0.-ZP/6 — / r c - ..� r✓�
3; Owners) name and address:i P
' '-/ 0 N p- S kic.asd n4 c� -k..�. a�� 33 t 3 4'
Interest in property:
• Name and address of fee simple titleholder:
4. Contractor's name and address: r 4w /1/ Ai re Al °' c4✓9 /` �S& e ie
4'3 0 IY ) 1 Jr i d,4,��,� .,. G fi_ /- / 3 3 I.
5. Surety:(Payment bond required by owner from contractor, if any)
Name and address:
Amount of bond $
6. Lender's name and address:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section 713.13(1)(a)7., Florida Statutes,
Name and address:
8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in
Section 713.13(1)(b), Florida Statutes.
Name and address:
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
different date is specified) .
X leztutt.>
Signature of Owns
Print Owners Name
Notary Public
Print Notary's Name
My Commission Expires:
K s r
Sworn to and subscribed before me this 1 day of
CAROL J. BROWN
;.s Rr . ON II CC 962703
!hi 4
STATE VLOR3 A, COLRTY Or OA P's
I HEREBY CEERTIFV Phaf. Phrs rs o true cep! o' tho
nngmal Plod rn Pius oF7rce ors r v nP
—
, A 1 2;1 0—r
WITNESS rnr hand out (Witco! Seal.
HARM RUM, CLERCS, vox r. a Cccfliy CourPs
SY �. a D.C.
Prepared by:
L N at i\ tI' •
Address:
12901.62 10/00
/
_
_
`
PERMIT NO. •
ADDRESS:
MIAMI SHORES VILLAGE
BUILDING / ZONING DEPARTMENT'
SECTION
BY
DATE
ZONING
ELECTRICAL
MECHANICAL
PLUMBING
FIRE
PUBLIC WORKS
STRUCTURAL
BUILDING OFFICIAL
1. Subject to compliance with aft Federal. State.
County, Village ivies end regulations. Village manes
no responsibility for accuracy of /or mutts frost
these plans.
2. Thts copy of plans must be ayallabt• oa
butlding site or no Inspection gilt be condectad.
JOB ADDRESS 4 O / St
APPLICANT
PHONE #
APPLICATION t#
SHEET OF
MISCELLANEOUS
•
DATE COMMENTS INITIALS
CRITIQUE SHEET
• MIAM
PRODUCT CONTROL NOTICE OF ACCEPTANCE
PGT Industries CONTRACTOR LICENSING SECTION
1070 Technology Drive (305) 375 -2527 FAX (305) 375 -2558
Nokomis FL 34274 CONTRACTOR ENFORCEMENT SECTION
(305) 375 -2966 FAX (305) 375 -2908
PRODUCT CONTROL DIVISION
Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339
Series HS 710 Aluminum Horizontal Sliding Window - Impact Resistant
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This approval shall not be valid after thc'expiration date stated below. BCCO reserves the right to secure this
product or material at anytime from a jobsite or manufacturer's plant for quality control testing.
If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend
the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined BCCO that this product or material fails to meet the requirements of the South Florida Building
Code.
The expense of such testing will be incurred by the manufacturer.
Acceptance No.:99- 0204.03
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building Code
and Product Review Committee to be used in Dade County, Florida under the conditions set forth above.
pires:05/20/2002
Approved:05120 /1999
Internet mail address: postmaster @buildinecodeonline.com
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET. SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
Raul Rodriguez
Chief Product Control Division
rancisco . Quintana, R.A.
Director
1 of 3 Miami -Dade County
Building Code Compliance Office
Homepage: bitp : / /www.buildingcodeonilne.com
PGT Industries ACCEPTANCE No.:
99- 0204.03
MAY 2 0 1999
MAY 2 0 2002
- APPROVED
EXPIRES .
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This approves an aluminum horizontal sliding window, as described in Section 2 of this Notice of
Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for
Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC
Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series HS 710 Aluminum Horizontal Sliding Window - Impact Resistant and its
C ponints shall be constructed in strict compliance with the following documents: Drawing No
4112, titled "Impact Horizontal Sliding Window (XO)" Sheets 1 through 3 of 3 dated 2/16/98,
1/29/99, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County
dduct Control approval stamp with the Notice of Acceptance number and approval date by the
Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as
the approved drawings.
3. LIMITATIONS
3.1 This approval applies to single unit applications only, as shown in approved drawings.
4. INSTALLATION
4.1 The aluminum horizontal sliding window and its components shall be installed in strict compliance
with the approved drawings.
4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane
protection system.
5. LABELING
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South Florida Building Code
(SFBC) in order to properly evaluate the installation of this system.
2 of 3
Manuel P rez, P.E. Product Con
Product . of Division
xaminer
PGT Industries ACCEPTANCE No.:
' APPROVED
EXPIRES
•
•
•
99- 0204.03
MAY 2 n 190
MAY 2 0 2002
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documentation, including test supporting data, engineering documents, are
no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state,
and the following statement: "Miami -Dade County Product Control Approved ", or as specifically
stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes;
b) The product is no longer the same product (identical) as the one originally approved;
c) If the Acceptance holder has not complied with all the requirements of this acceptance, including
the correct installation of the product;
d) The engineer who originally prepared, signed and sealed the required documentation initially
submitted is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process.
b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other
purpose.
6. The Notice of Acceptance 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 Notice of
Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall
be provided to the user by the manufacturer or its distributors and shall be available for inspection at
the job site at all time. The engineer need not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages 1, 2 and this la t age 3.
Manuel erez, P.E. Product Contr aminer
Product ontrol Division
END OF THIS ACCEPTANCE
3 of 3
6 3/4"
DI
IM • . WIN
1.) ciA2TM 5/I 330) LAI&N4= w/WTII$AYER
(1 /s A /.090 FLU/ I /9" ANNEALED)
z) C NnOLVTAnart£ xn or ar
3.) DESIrJ4 PRESSURE RAIWG:
+75 P.S.F. -75 P.S.F.
4.) //4 FROM E401 CORNER (N�EEADM & 56 1)
MIX. 6 S/6' FROM EACH CORNER Gauss)
2 AM7NOR5 4' APART, 4' FROM EACH MEE77140 RAIL
MAX SPAcwa AT HEAD & SRI: 15.000
MIX. SPACING AT .UMBS: 12.500
5.) RLroHr.
NO SHUTTERS REOUIRED
6) REFERENCE TEST REPORT: F7L -1969
UAL —•Cis m
TM 77M mom 7w., of S[L
4.000
74.000
Rol
4.000
ELEVATION
ITEM
612225
612228
612229
612230
6534571
612238
612239
2
8
1 (9
2
1
2
2
OTY./LOCATION
ALUMAX
ALUMAX
ALUMAX
ALUMAX
ALUMAX
midspan of frame sill) ALUMAX
ALUMAX
MX
ALU MAX
A
ALUMAX
ALUMAX
H.P.G.
H.P.G.
ALUMAX
FASTEC
MERCHANTS FASTENER
TEAM PLASTICS
1 0 midspon of vent)
4 Windload Ado tep r screws
2 for anti —lift channel
8 1 per Glazing Bead
VENDOR
2 (Sweep Latch screws) MERCHANTS FASTENER
4 (when using 2 Sweep Latches)
22 Frame/Vent assy. screws)
1 11.5` from ends —vent mtg. rail)
2 if height is >= 42
J 1 Omidspan /2 7/4 from endsT MASTER TOOL
MERCHANTS FASTENER
MINIATURE DIE CASTING
3 1 Omidspan /2 1 4" from ends MASTER TOOL
2 0 eo. end of vent to roil) MASTER TOOL
4 2 .er Roller Housin. VINYL— TECH /P.G.T.
2 Ovent top bot rails & mtg. rail) SCHLEGEL CORP.
DOW CORNING
1 (0 vent jamb rail) TEAM PLASTICS
DESCRIPTIOA
1 FLANGE FRAME JAMB Alum. 606J —T5)
2 FIXED MEETING RAIL Alum 6063 —T5)
3 SASH MEETING RAIL Alum. 606J —T5)
4 SASH SIQE RAIL ( Plum. 6C63—T5)
5 GLAZING BEAD (Alum. 6063 —T5)
6 WINDLOAD ADAPTER (Alum. 6063 —T5)
7 FLANGE FRAME HEAD Alum. 6063—E5)
8 FLANGE FRAME SILL Alum. 6063 —T5
9 FRAME SILL ADAPTER Alum. 6063 —T5)
10 SASH TOP /BOT. RAIL Alum. 6063 —T5)
11 SCREEN RETAINER Alum. 6063 —T5)
1 5 J J7UONSANTO INTERLAYER
13 5 16 .350 W DUPONT INTERLAYER
14 ANTI—UFT CHANNEL (Alum. 6063 —T5)
15 /10 x 1.000 Ph. FI. SMS
16 6 x 1.000 PH. PAN SMS
17 WEATHERSTRIP, THIN WALL BULB VINYL
18 18 x .500 PHIL F7 SMS
19 18 x 1.000 PHIL. P.H. SMS
20 SWEEP LATCH
21 WEEP HOUSING
22 WEEP FLAP
23 ROLLER HOUSING
24 BRASS WHEELS
25 WEATHERSTRIP — PILE
26 SILICON
27 WEATHERSTRIP, BULB VINYL
6 J /8'
12 1/2"
11U. ow CENITR
DP. 0.1435
71/4
00/
V.T. /
612236
612237
612240
6532377
612244
710X1
76XIPPA
6TP247
7856A
781 POA
71096
70250
70251
7BRWHL2
61062W
62899
6TP249
IProgresshe L SSted7nology
rY�I�•/41�� •art W --
I 710
r-- SECT. I
" D.B. 2/16/98
01?29/99 IMPACT HORIZONTAL SLIDING
Yonder Rwied o.
idea
»erstDq•e
Sadie
NOKOMIS, FL. 34274 8 A4..� P.O. BOX 1529 =�
N.T.S.
4112
VENDOR 1
AF -12225
AF -12228
AF -12229
AF -12230
AF- 534571
AF -12236
AF -12237
AF -12238
AF -12239
AF -12240
AF- 532377
AF -12244
TP -247
11p7E0vEO IS coWlnn '47171 T71
50914 no7:Y BO[VO!+C Cn'1
BI
P9o•1 r • O.% SG•.
BNlp.r., W JE covrUANCE 01110E
ICCEPTAOCE NO.
PGT.214.XX
7 —M10 -250
7—M10-251
70312
FS7826 -187
899
TP -249
(XO)
3
63.000
2.710
ROUGH
OPENING
.500
ee
�
"NY
•
_EXTERIOR
ROUGH
OPENING
2.710
VERTICAL SECTION
2.094
.500
INTERIOR
ROUGH
OPENING
2.784
7
0
1/8 Ann.
.090 lnterfoyer
1/8 Mn.
7e iS
Yet . 12
HORIZONTAL SECTION
.500•
GLAZING OPTION;
5/16" (.350) W./LAMINATED INTERLAYER
D.B.
D.
74.000
a
'
2X
2.643 --�
O.✓rsnOec
0
4 11
.705
.500
INTERIOR
EXTERIOR
2.784
ROUGH
OPENING
APPROVED 13 CT11EPtVrnc wlnr ra
SOUTH fORI1l EUa0=, CODE
AY
0a1 -717
PA 11 ' 1101 OILS 01
aNE01 ` COOE CuYPt1MYE OFFICE
'CCEPr1NCE N0.17 10 Le'i .13
i P' °9 ' LASS Iea1ndny
..r.. r•.� y•r■ •r..
1 taI ' 1 710 1 SECT. I5,..6 2
3
SE CT. VIEWS — IMPACT HOR. SLIDER (XO)
1 29 99
"Aft-. P.O. BOX 1529 Frc Ka:
NOKOMIS, FL. 34274 13 4112 A
' 6' •
1.250 v •
- LYP�IEdJJ
TTP. 5111
J
1.250
1 x WOOD
BUCK
.250
MAX.
1/4 ` TAPCON
PER ANCHOR
CALCULATIONS
I/4 ` TAPCON
PER ANCHOR
CALCULATIONS
r 250 144X.
• 2 x WOOD . '_a •
BUCK .
1.250
TYP. NEAD
e.
•
TYP. 5111
112 PANHEAD
PER ANCHOR
CALCULATIONS
r te,0
TYP. JAMB
112 PANHEAD
PER ANCHOR
CALCULATIONS
D.B.
e..b.d D.B.
Veld, 1+e_
° 1 16/98
/29/99
N.T.S.
rx..••s.z
TYP. JAMB
2 x WOOD
BUCK
1.250-{
n • •
I x W000
BUCK
1.25
S 710
112 PANHEAD
PER ANCHOR
CALCULATIONS
1/4" TAPCON
PER ANCHOR
CALCULATIONS
J.rP YtD u cm rtnxc. mn) Tiff
Sown ncerw eawaxe coon
Or
No. 1'11101 OV1
2UraHG Cal( C0.'tn.MCF ornCF
'CCIPLIMCI RO. .lz pl. r 9
t erogressire LA gslechnolo gy
r .
ANCH.
TYPICAL HORIZONTAL ROLLER ANCHORAGE
(1/4' TAPCON /OR #12 PANHEAD)
'Afr••••• P.O. BOX 1.529
NOKOMIS, FL. 34274 1 B 41 12
Shoot
3
Window Masters of South FL, Inc.
530 NE 43 Street
Oakland Park, FL 33134
do
11 44/ // ff1'
y�
ti id- <13
m!.g 1( I4ees
F
LJ
1 / 3 /xs/ pit
- a 3 7YXSo- ,Y.rt.
5 76 �.
d 607 5 76 St7
- y 3 h AOZ-
0 /0 .- rr/4
// , 101 2 Y)( 5 Y, ^,fit -
2/
P7
1
J J
Cr, 7 8
$ 13, // 76oSo
/ c 3d h ` " -
p /7 3d /'
O /6 t
, % ) v v3 7 7 so 4--
a l 372 5 4
]
(in feet)
TABLE 35 -H
Height above Ground Minimum Design Pressure
(1) All heights shall be to top of opening
(2) Section 2315 shall not apply to the above openings
(in Pounds per square foot)
plus or minus
30
0 to 5
5 to 15
15 to 25 45
25 to 35 50
35 to 55 56
55to75 63
75 to 100 68
100 to 150 75
150 to 250 86
250 to 350 96
350 to 550 108
550 to 750 121
750 to 1000 131
over 1000 135
3508.2 FIXED GLASS IN EXTERIOR WALLS:
(a) LIMITS OF SIZE OF GLASS:
(1) The minimum thickness of annealed float glazing matenals, with four -sided support, used in exterior
walls shall be determined and shall not be less than as set forth in Table 35 -E. The table applies for
width -to- length ratios from 1:1 to 1:5.
(2) For glazing materials other than annealed float, the design wind pressure used with Table 35 -E shall
first be divided by the applicable glazing material resistance factor set forth in Table 35 -F.
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date 05 -act Job Address 4'0 JU t 1 a 4 Tax Folio
Legal Description 1 �' 0)A Historically Designated: Yes No X
Oner/Lessee / Tenant ` 5 bn.ei \ \\ \'p Master Permit # BP'cOOc • I / #t°, r
Owner's Address 42-40 t k ) E 9 a SA - Phone
Contracting Co. t k` 4 L) ,1 V1. 01 .1J 5 Address
hralifier Phone 3o 5 5 ■ ' 2 q
1 r • 33
Mate # CSC 0'497 5 Municipal # Competency # Ins. Co.
Address
Address
.rchitect/Engineer
onding Company
Mortgagor Address
Permit Type (circle one):
WORK DESCRIPTION
Square Ft. a
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work
will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL
PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
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 zoning. , ermore, I authorize the above -named contractor to do the work stated.
/ '.99
d/or Co do Pfdert I Date
(.' (
,.Signature of owner
Notary
My Co
ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
t 4 i v� �a �� LA) t:YIA O zVs �--
}' �y r e,
to Owner and/or Condo President
ssion Expires:
or Pu Mona Smith - Deleon
My Commission DD072899
o'e Expires November 15, 2005
FEES: PERMIT / E-' Lk RADON
Estimated Cost (value)
Signature of Co
C.C.F. NOTARY
c aa ,ri . 00
lJ`, C/
Date Notary as to Contractor or Owner- Builder
My Commissio Expires:
actor or 'lder/ I Date
L 5'....>/r
o Mona Smith-Deleon
Commission 0D072699
"•o, a Expires November 15, 2005
BOND
Date
APPROVED: ," TOTAL DUE
Zoning Building — Electrical
4echanical Plumbing Structural Engineer
11 -20 -01 12:142m
PRODUCT CONTROL NOTICE OF ACCEPTANCE
PGT industries
1070 Technology Drive
Nokomis ,FL, 34275
APPROVED: 11101./2001
Front —PGT I f DUSTR I ESI.
':\s0430001 ipc2000:;tempiateslnatice acceptance corer page.dot
9414801900
T -030 P.01 F -898
MIA II -DA3E COUNTY, FLORIDA
M ETRO -DA)E FLAGLER Bi ILDING
BUILDING CODE COMPLIANCE OFFICE
ME1i O -DADE FL \C1,ljR 13UL
14(J WEST FL':GLER STREET, SU 1603
M111?t1], l:LOWDA 33!30 -1563
(305)375-2901 FAX (305)375-290S
CONT1LiCrOR L10ENS1N(; s X.
(305) 37.5-2527 FAX (305)373.2555
CON'TRAC.r012 r.NFORC1:\11•;N•1' DIVISION
(305) 375-2966 1':1'; (305) 375.290
1'120 i)L;Cf CON772O1. DIVISION
(305j 375-2902 PAX (305) 372-6339
Your application for Notice of Acceptance (NOA) of
S13 -701 Aluminum Single Hung Window Impact Resistant
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types or
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 01- 0629.08
EXPIRES: 11/01/2006 / Raul Koanzucz
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMVIM1TTEEO
This application for Product Approval has been reviewed by the BCCO and approved by the Building
Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set
forth above.
Francisco J. Quintana, R.A.
Director
Miami -Dadc County
Building Code Compliance Office
11 -20 -01 12:14am Fron; -PCT INDUSTRIES
Vinyl Tech /Progressive. Glass 3 echnolooy-
9414801900 1 -038 P.03 /07 E -898
ACCEPTANCE No.: 01- 0629.018
APPROVED November 01, 2001
EXP1.RES : November 01.. 2006
NOTICE Ol' ACCEPTA NCB;: STANDAR CONDIT1O'.S
Rene 3l of this Acceptance; (approval) shall be. considered after a renewal applicniicn has been filed and the
on ini:l submitted doc men:s, including i;,'st- supporting data, engineering documents, are no older than eight
/ t�
( years.
Any and all approved products shall be permanently labeled with the manufacturer's name, city, slate, and the
following siaterntni: ''Miami -Dade County Product Control Approval ", or as specifically stated in the
specific conditions of this Acceptance.
Renewals of Acceptance will not be considered if:
a. There has been a change in the South Florida Building Code affecting the evaluation of this product
and the product is not in compliance with the code changes.
b. The product is no longer the sane product (identical) as the one originally approved.
c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the
correct installation of he product.
d. The engineer who originally prepared, signed and scaled the required documentation initially
submitted, is no longer practicing the engineeriing profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically
be cause for termination of this Acceptance, unless prior written approval has been requested (through the
filing of a revision application with appropriate fee) and granted by this office.
5. Any oldie following shall also be grounds for removal of this Acceptance:
a. Unsatisfactory performance of this product or process.
b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other
purposes.
6. The Notice of Acceptance number preceded by the words lvliarni -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is
displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be
provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site
at all tine. The engineer needs not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages 1, 2 and this last page 3.
END OF THIS ACCEPTANCE
Ishaq 1. dhanda, P.E., Product Control Examiner
Product Control Division
11-20 -Pi' 12:14am From -PCT INDUSTRIES
9414801900 T -038 P.02 F -898
�ir;vl `feel /Progressive Glass Technology ACCEPTANCE No.: 01- 0629.08
APPR0VED : November 01, 2001
EXPIRES November 01, 2006
NOTICE. O1 .ACCEPTANCE: SPEC1F1 CONDITIONS
L SCOPE
'I"nis revises & renews Notice of Acceptance No. 98- 0223.01, which was issued on October 22,
1998. It approves an aluminum single hung 3
� �, windcw, as described in Section 2 of this Notice of
Acceptance, designed to comply with the South Florida Building Code, 1993 Edition for Mianii-
Dade County, for the locations where the pressure requiremenis, as determined by SFBC Chapter
23, do not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
The Series SH -701 Aluminum Single Hung Window — Impact and its components shall be
constructed in strict compliance with the following document: Drawine No. 4040, titled "S1-I -701
Aluminum Single Hung window" Sheets I thru 4 of 4, prepared by manufacturer, dated 2/9/98, 08-
18 -98 and last revised on 10-11-2001, signed and sealed by Robert L. Clark, P.E., bearing the
Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and
approval date by the .Miami-Dade County Product Control Division. These documents shall
hereinafter be referred to as the approved drawings.
3. LIMITATIONS
3.1 This approval applies to single unit applications only, as shown in approved drawings.
3.2 Water infiltration requirements: see design pressure table.
4. INSTALLATION
4.1 The aluminum single hung window and its components shall be installed in strict compliance with
the approved drawings.
4.2 The installation of this product will not require a hurricane protection system.
5. LABELING
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ".
6. BULLDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed install2tion.
6.1.3 Any other documents required by the Building Official or the South Florida Building Code
(SFBC) in order to properly evaluate the installation of this system.
I . L 0Ad
Isha 1. Chanda, P.£., Product Control Examiner
_
ITEW
D FSCRIP TON 1 V. T. I f
I Vf. OP
On. / 1_ ()CA -1-;,,, 1 vENOLV:
7
FLANGED FRAME HE2 Plum. 6053-75)
512225
6 1 2225
1
:
1
1 AL (JIM): A.F- 12225
i ALUMAX 1 Ai- 2226
;----
2
FIANCE() FRAME SILL (Alum. 61)53 - T5 )
FLANGED FRAME JAMB (Alum. 6063-T5)
6 7 2227
1 u 1 222B
2
1
jAi LIMA); i AI - 12227
.3
4
FIXED MECT 0. RAiL (. 6063-T5)
! AL LIMA X Ar- 1.222%
5
SASfi 70T' kb.iL (Aiurn. 6:363- T5
f 222'
5 ? 2230
7
1
iAi ;_ii‘4,.?" I /I 1222cr
I
DO7TOM 'AIL rAlum. 61)53- "I'S
1 ALLA/AY AI"- 12230
E
7
SASH
SASH SIDE PAIL Liu /71. &Of; 3- T.1) ;
GLAZING BEAL; (Morn. 60153-752_
6322.3;
2
1 Ai ; WA): ./.. ' 22.3;
i _...:_-_
• 5:3 '
I t• • r'i' El
8
r:
4AL.:. . Af------7534.:•7;
' l pel 6 (.20.00 i n:e..).;. P IUS ■ -1.:_14-",
B
9
WEATI iEPS)RIP -- VINYL BULB
10
SILICON.
I 5 'e9r:C
175.5PF.rA.z.
1 9f;$s' : • r,••,;)
.: • : , . r
2
2 f::-.• c.. 1.-..:::-:7!zel Ir •:•• ■Af.:: ••-•••••:. ,:•:'..- .
1
1 1
5/3 /.35(4 i'../SAF LE X BY SI)LL11!/. 1!:
i 2
5' (7,7•5(. i..11.,4.!PO1J? P1.14 11:ZET?;./E.:
1.1
y
r.. N PM.. i'W. ily
;4
.5(.i . L.; r.. co ■ ::.;)
i , .... 1-": •..:‘,..: • .;.4.. ... :.•:..._ ... .../._.: ....(TI ,. .4
...:,
1WEEP Lit7ii .
9 I ... - 1
_, • .! .-::::,::) :!..* :. = /.....: 1 _______
----- ..
i .'.) ; f5 x . ,'.. 7 5 P1-II: . 7 . Hi/. .-(.... ,,,..,k .:,-
.4
.- .--.- , r •, - .= - ,.... - 77.7.... -
L - • ...,, L , .. . - • : M:.: .:.: . -:..1. . • i.:1 •
' f. .:,.• ... .:),.%:'....': :. f! ': '
I C
3
mt.f„i3L 0/4) AC. ER (,4 Lif.',.f...3- T::. ) : f: 1.223.f, 1 '.:.
`!_"; 7 :::",";!•:. ';'...' - 1 , : - . , *:' _.,,,-:•-•: ..- A:_:::'.•:;•'.. /..1.•••• ;12::25
.47;
.. .. 7 '.7%. , 4- I; n f, i'f• x 17P; '::%:"7 -;
..7.‘;..-+-::: i :;:!f: :-...::: ;7'7 I !..e '':: C..7:' L
LL,
MAX.
5 3/4"
iu
1
3.000 -I
M.V. 0J CENIIR
7)1-% SiL(
2.) CONFIGURATIOMS: OX
.3.) DESIGN PRESSURE RATING: SEE TABLE
.) ANCHORS:
- MAK. 5 3 (4" FROM EACH CORNER (HEAD 6: SILL)
MAX. 6' ROM EACH CORNER (JAUBS)
MAX. SPACING AT I & SILL: 13.000
MAX. SPACING AT JAMEIS: 13.325
5.) SHUTTER REQUIREMENT:
NO SHUTTERS REQUIRED
6.) REFERENCE TEST REPORT: Fit,- )889
53. 125
ELEVATION
LARGE MISSLE IMPACT WINDOWS
.) GLAZING OPTiONS: A. 5/16" (.350) LAMINATED GLASS
(1/8 anne ale d/.090 (ilm/I/8" anneored)
El 5/16 (350 LAMINATED GLASS
(1/ heat streavitterted7090 lam/1,'5 heat atrengthened)
F.
1
8.000
1
1
33 113" ON CENTER
. _
p - L EL,'Li.?; SAS
/ si.!;;-1 TOP GZfirf."
_2 •
2!;
; 1BAIANIC• fR
25
2 . 5
231
i:DE
L
2 .57()P ?Warn. 1306
:5
27 1/6 :.eoo 345
! 29 WINE,"; (2;//% ADAP7=TF (PL 1 2.5 ISS1.1.?
i 61207 12 frr'r, ?
Robert L. Clark, P.E.
PE 439712
SISIJC113T31
DFc:jr:lsai PaR RA. T3 )
1
WATER INFILTRATION WATER INTLTRATION !WATER j!JF.I.TRAT•i WATER IN r iLTF:ATION
RI NOT REOZIIPED .9:70;_fg NOT R
-50.0 q- 50.0 -50.0 +5110 -B0.0 ,f- 65.7 4&) 0.O
5/16 IAMINATEL)
101/ ANNEALED GLASS
INDUSTRIES
3070 TECHNOLCXT DRM
N0K01,41S, a .34275
P.C. BOX 1529
NOKOMIS. FL 3427-4
•: , z 4 !cr 141. - 7224-
v , .1 • J. / •
Re vd ay:
Drc vrn By:
0.8.
Dascaption:
se:it smocie:-
SH-701
5/1:7 1_,21.1!•zATE:•
?TAT 5TPC?ar.:7:4=NE CIASC
Revst1 By I Dok: I Rf.34stons:
F. K. 1 0/ ;. 7/0! TB, TABLE.
ELEVATION
ALUMINUM CI NCI E
1 5L i\ - f - r e-
_ I
EXTR.
Rovisions:
Dot:
1 2/9/98 1
& PARTS LIST
A
of
IP ROW] CT II EN Istir
f-Pcmer,v4cE go. 01- 24-7. JL-
rRATIP-\: DATr, tkXXE,-forii.<
1-.':i
sown" oLDms
BunprRec
1-
HUNG 14/71\ DOW
5 Drep.
4040
•
on
w
r1
03
03
76 1 )0(.)
2.764
!NACTIVr
.655
EXTERIOR
(20
RO J H
1NC
.
2.784
r ETt':RG#NCL 7£S; rr PDR;: Fri. — 1589
ROUGH
'OPENING'
JI
34..300
OPEN.!.;
2.330
L /
1
34.500
DAYL.JOHT
OPENING
VERTICAL SECTION
INTERIOR
1
i
11 71AP /
:l �.
% r aw '�
I _ ' " � s•�_ P ,1
_ LI_ Yom'
) \ I
t I
L
1
L X T L I0
11t V+ 1 1_ JR'! O
53. 12:
49.525
1')AY1. i Ci-:; OP'.r. Hd:'C
LAi'.i GH UPE s'dM
INDUSTRIES
1070 7£CW /OL OC'Y D)?M
NJOKOMIS, FL 34275
Robert L. Clark, P.L.
PE 1139712 P.O. a0X 1520
KNOWS, FL 34274
Str aural
t 5 J
Iccrs Dy:
R7:*-s t
D. b.
Drown 9y:
0.5.
Ocscny;iun:
J v i I
310e:
ALI \!ji!ii„4
1 701
8/18/98
De et:
2/9/98
Darc: F11 rt10
:olc: 1 Srcf:
1
NT S' I 2 a.
4
1
40.10
if irlrs.rf
1 1V+L■_i
i
CT)
0
—4
Tl
i
OD
o
r
Af 11M. 605 -7 �)
—�� 1.157 1-=
LH13
(') AL UM. 6053 —T5
2.784.
f
1.348
.052 —�
ALUM. 5063—T5
9 r
11 1
- 7 r.r
.
r
2. 0 29
REFERENCE TEST REPORT: f7t — 1889
7.057
.050
' '
sJf!i
. J•
.
2.784
2.274
.678
) A!.UM. 606.3 —T5
.062 --
6.06
( ALUM. 6053—T5
J
j
.490
.062
X7 7 0.
ALUM. 606 —
�- 2.325 —
nni
• =' .C62
'1 1
i. J5?
(7-; ALUM. 605.3—T5
ALUM. 605.3— T5
Robert L dark, RE.
PE 09712
Structural
IN ?USTR[ES
;070 irtc;NoL0_:1 DRY
1'OKO11iS, 11 34275
P.O. 60n 7524
NOKp fS, :<t .34274
J1
J -
1
, :ft -
.090 - " y ,4 ` r— r i 0 ` 7 `!E i . 1 ^7 OR
I ts y Y . �
Rer^L' By: Dot, re: liar.
�.:.
10/1 : : '0 i TR, TAB? EXTR.
2.9 Dote: ' tinv._ians:
0.$. 8/'1 8798?
Dro By: D;.: 1
D.B. 2,lo P8 1
!)e scr;pt:c r..
' a
?Tits:
Set it's idada:
St•: - 701
fl,
2A S
GLAZING
OPTIONf
AL UMW/ tiV,` RING/ r HUNG Wi \/DOV
J
Stole: ' SAr ^t: 17rrw,r.3 No.
r i
• � �� } Z A 4 1 4040
1•
1 x WOOD • •
BUCK .
‘<1.
• 31
IIJ
11
TYP, SILL
v
Typ. HrAr)
• 7
.v '
r •
REFERENCE TEST REPORT: F7L-1889
1
TAPCON
2
TYP. SILL
r
2 x WOOD
BLJCK 1
• ... -, I
_,....- .... I
\
1.250
I i -.....
.....
...,
•
jr
o
T YP. 1-1CAD
1'
72 F4NI-2F n
-0 •
• o
. 250j
2 x WOOD
BUCK
11 \ c
i ,1 .•
,____ i\ / fl.
1/4 q TAJ:k., , 1 , t r 1
\ • .I I 1 1 • • .. .. •
.---7) • A . . Z .
N jr i ‘;
f : ,. ..,
. .. ..: •
In i / ). - • .
,
fr-.-LA. t '• i • . ..f
- li d i i i \ L
.25(3 — =-1 'r=)--• \
J
Rot% n L. Clark, RE.
PE P.39712
StAlc44.4Lai
IND USTRI ES
020 TECNNOLO LZY DRAT:
NOKOiltS, FL 342 75
'P.C. 80X 1 52P
NOKOMIS, FL 34274
F
Ri By.
D. b.
Drovar. Sr:
0.a.
z:tst4pri
A Ai r•
Sti;es/Liadei-
SH –701
,'•
:7-;cyi.t •
7/0 r Ti. Thar
6/18,
2/ c_ 1
ALUMINUM SINCLE
-----. 1.250 1 -.-••
, .,.. x
...
\
______1 I ;. ,
,..• i• .. / :
- . •
.:. .
I ( \
• ., ,
II . •
: • 1
I 1
, .
) . , , . _
•,, ..._.,
,,....._; , ...
,".., ..-c • .
,—
1: .., I ,•
/ ..
1 \ a .,....„
. , 1 / \ i
.
.p,
a
.=_„ : ;
......!. , , IT .
1 . rn
I
---
' •..." __A / .*. : to
It"; -r • --i '
12cok. I Slit:4
A Dr 4
/7-r'
1 •
TYP.
3\ r
r1
1
I ts ■;',1:ri. 14‘,
." • -
EXTR.
12: yr,31,r; t 401,11-41
i4/11\0014/
4040
r-.
— r
0
- C
C7
- TY
03
00
M IA M I•DADE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
PGI' Industries
1070 Technology Drive
Nokomis ,FL 34275
MIAMI-DAD> COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
13111LD1NC CODE COM1'1,1,1NCE OFF ICE
1\41i'IRO.DADE FLAG1.1:R 131111.1)ING
140 \VI:S 1' 1 1 AGf.1:R STRI;I:'1', Surf-1i 1603
MIAMI, FLORIDA 3313(1.1563
(305) 375 -290) FAX (305) 375.
CONTRACTOR 1.IC :I :Ns)\(; sI :(:'1')(111
(305) 375.2527 1',\X (305) 375 -2551
CONTRA I(NI :011C1:111:N7' 1)tVIS
(305) 375 - 2906 VAX (305) 375.2908
1'11()1)1 JCT (:()NTRO1. DIVISION
(305) 375 -2902 FAX (305) 373.633')
Your application for Notice of Acceptance (NOA) of:
Series PW -701 Aluminum Fixed Window - Non- Imp :tcf & Impact Resistant
under Chapter .4 of the Code of Miami -Dade County governing the use of Alternate Materials and Typcs of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (I3CCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. I3CCO reserves the right to secure this
product or material at any time from a jobsitc or manufacturer's plant for duality control testing. 11 this
product or material fails to perform in the approved manner, I3CCO may revoke, modify, or suspend the
use of such product or material immediately. I3CCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to n)cct the requirements of the South Florida
13uiiding Codc.
The expense of such testing will be incurred by the manufacturer.
APPROVED: 09/13/2001
ACCEPTANCE NO.: 01- 0102.0
EXPIRES: 09/13/2006 Raul Rodri2ucz
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
RUILDING CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the I3CCO and approved by the 13uildine,
Code and Product Review Committee to be used in Miami -Dade County, Horida under the conditions set
forth above.
Francisco J. Quintana, R.A.
Director
Aliavni -Dade County
I3uilding Codc Compliance OfTicc
11s05S0001 \pc2D001 \ternplateslnotice accepunce cover page.dot
Internet mail address: r ostinastcr(D)buildinl ; codeonlinc.coxn ( Iionlcna!rc: hits: / /cw•ww.buildinpcodconlinc.conl
PCT Industries
5, LABELING
ACCEPTANCE No.: 01- 0102.01
A PPROVED: SEP 1 3 2001
EXPIRES: SEP 1 3 20[35
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
J. SCOPE
1.1 This approves an aluminum fixed window, as described in Section 2 of this Notice of Acceptance,
designed to comply with the South Florida Building Code (SFI3C), 1994 Edition Ior Miami -Dade
County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do
not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series P\V -701 Aluminum Fixed 'Window — Non- impact and Large Missile Impact
Resistant and its components shall be constructed in strict compliance with the following
documents: Drawing No 4231, Sheets I through 8 of 8, titled "PW -701 Aluminum Fixed Window,"
dated 8/13/01, prepared by manufacturer, signed and scaled by Robert L. Clark, P.E., bearing the
Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and
approval date by the Miami -Dade County Product Control Division. These documents shall
hereinafter be referred to as the approved drawings.
3. LIMITATIONS
3.1 This approval applies to single unit applications only, as shown in approved drawings.
3.2 Non - Impact Resistant windows, for Design Pressure Rating vs. Window Size, see Comparative
Analysis Tables in Sheet S of 8 of approved drawings.
3.3 Impact Resistant windows, sec Design Pressure Rating in Sheet I of 8 of approved drawings.
4. INSTALLATION
4.1 The aluminum fixed window and its components shall be installed in strict compliance with the
approved drawings.
4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane
protection system or not, see corresponding table in approved drawing.
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the Components selected for the proposed Installation.
6.1.3 Any other documents required by the I3uilding Official or the South Florida 1uilding Code
(SFI3C) in order to properly evaluate the installation of this system.
Mantle] crcz, I'.1:. Product Control] . miner
Product ont':1 Division
PGT Industries
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
I. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documentation, including test supporting data, engineering documents,
are no older than eight (8) years.
2. Any and all approved products shall bc permanently labeled with the manufacturer's na me, city,
state, and the following slate»>cut: "Miami -Dade County Product Control Approved ", or as
specifically stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a. There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes;
b. The product is no longer the same product (identical) as thc one originally approved.
c. If the Acceptance holder has not complied with all thc requirements of this acceptance,
including the correct installation of the product;
d. The engineer, who originally prepared, signed and sealed thc required documentation initially
submitted, is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and /or nrmufactu•c of the product or process shall
automatically bc cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this
office.
5. Any of the following shall also be grounds for removal of this Acccptancc:
a. Unsatisfactory performance of this product or process;
b. Misuse of this Acccptancc as an endorsement orally product, for sales, advertising or any
other purpose.
6. The Notice of Acccptancc number preceded by the words Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. !fatly portion of the Notice of
Acccptancc is displayed, then it shall be done in its entirety.
7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies,
shall be provided to the user by the manufacturer or its distributors and shall be available for
inspection at the job site at all limes. The engineer does not need l0 reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acccptancc.
9. This Acccptancc contains pages 1, 2, and this last page 3.
ENI) OF THIS ACCEPTANCE
3
ACCEPTANCE No.: 01- 0102.01
APPROVED: SEP i 3 2W11
I'sXl'IRI,S: SEP 3 21Z
Manuel ercz, P. E., Product Contr miner
Produc Ce rol Division
'\ \
\‘\
\ ,
I-It XAGO
60" BETWEEN FLATS
Mcximum Area 21.55 so. ft.
FAN
95" X 47"
Moximum Area 24.47 sq. ft.
LARGE MISSILE IMPACT WINDOWS
1.) GLAZING: 7/16" LAMINATED W /INTERLAYER DUPONT BUCACITE PVB
2.) CONFIGURATIONS: 0
3.) DESIGN PRESSURE RATING:
+60.0 PSF & —60.0 PSF (3/16" HEAT STRENGTHENED /.090/3/16" HEAT STRENTHENED LAM!)
+36.0 PSF & —36.0 PSF (3/16" ANNEALED /.090/3/16 ANNEALED)
4.) ANCHOR lMAX!MIM SPACING: 12.000"
5.) NO SHUTTERS REQUIRED
6.) ALL FRAME JOINTS TO BE SEAM WELDED
7.) REFERENCE TEST REPORT: FTL -2797
Rubcrt L. Clark, P.E.
PE #39712
Structural
FULL L CIRCLE
060" .
1V; oxi rm urn Area 19.64 sq. ft.
ELLIPTICAL
96" X 47"
Maximum Area 24.61 sq. ft.
INDUSTRIES
1070 TECHNOLOGY DRAW
NGY.Ou!S. FL 34275
Drown
Description:
F.K.
ELEVATIONS, 7/i 6 LAMINATED GLASS
idle:
ALUMINUM FIXED WINDOW
P.O. BOX 1529
NXKO 1(S. FL 34274
L_
Rcvso By:
PW -701
A
Dote: + Re.moni:
Dolt:
8/ 13/01 I REDRAWN
Scrip /1.Iodcl: Scale Sheet:
NTS 1
ARCH.
48" X °6"
Maximum Area 30.28 sq. ft.
r --
Drawing No.
C ` ' 7
APPROVED AS CCUPLYING WITH THE
s OuT IDt 1L /
DA try �UU
BY
PROD' CT !.TROL DIVISIO
@UILDIIlG CODE COMPLIANCE OFFICE
ACCE PTANCE N ,, 1 b \ (.Y - • 0 t i
4231
Rev:
C
QUARTER CIRCLE
68" X 68"
Maximum Area 25.22 sq. ft.
HALF CIRCLE
96" x 48"
Maximum Area 25.13 sq. ft..
LARGE MISSILE IMPACT WINDOWS CONT.
TRAPEZOID
48" x 96"
Maximum Areo 30.28 sq. ft.
OCTAGON
60" x 60"
Maximum Area 20.71 sq. ft.
Robert L. (Dark, P.E.
PE #39712
4
INDUSTRIES
1070 TECHNOLOGY DRIVE
NOKOLltS, FL 34275
EYEBROW
96" x 48"
Maximum Area 30.24 sq. ft.
F
1
RECTANGLE
• 48" x 96"
Maximum Arec 32.00 sq. .ft.
Red B':
Drown Br Dote.
F.K. 8/13/01
Description
Title:
Dote:
ALUMINUM FIXED WINDOW
P.O. BOX 1529
NOKOWS, FL 34274
series / 4odet:
PW -701
Score:
NTS
Rey, ;ons:
REDRAWN
Sheet:
2 8
48"
ELEVATIONS, 7/16 LAMINATED GLASS
0rowing No.
4231
AP ?ROVED AS COMPLYING WITH THE
SOUT eot. -`. GODE
DA'F t. I j Ul
BY
PROD ONTROL DIVISIO
BUILDING CODE COMPLIANCE OFFICE
nrrcPTANGc - t�tC�Z -U1
Rev:
HEXAGON
60" BETWEEN FLATS
Maximum Area 21.65 sq. ft.
FAN
120" x 55"
Maximum Area 35.20 sq. ft.
NON - IMPACT WINDOWS
1.) GLAZING: 3/16` TEMPERED
b
FULL CIRCLE
060"
Maximum Area 19.64 sq. ft.
ELLIPTICAL
120" x 48"
Maximum Area 31.46 sq. ft.
e
A
ARCH.
60" x 720"
Maximum Area 47.32 sq. ft.
TAI r C
SEE SHT. 7
2.) CONFIGURATIONS: 0
3.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHT. 8 OF 8
4.) ANCHOR MAXIMIM SPACING: 12.000"
5.) SHUTTERS REQUIRED AT ALL INSTALLATIONS
6.) ALL FRAME JOINTS TO BE SEAM WELDED
7.) REFERENCE TEST REPORTS: FTL -2763, 2780 & 2816
VZ % - i
Robert L. Clark, P.E.
PE #39712
Structural
F kT
INDUSTRIES
Drown By:
F.K.
1070 TECHNOLOGY DRIVE
NOKOMS. FL 34275
P.O. BOX 1529
NOKOMIS. FL 34274
Revsd By: Dale:
Dote:
8/13/01
Revisions:
v
REDRAWN
Description:
ELEVATIONS, 3/7 6 TEMPERED GLASS
rue:
ALUMINUM FIXED WINDOW
Seri /.Voaet:
PW -701
Scale: Sheet:
NTS 3.4 8
Droving No.
4231
Rev:
c
AbPROVEO AS CCf.:P! PING WITH THE
ODE
SOUTH. FLORIDA BUfLOING
D Tc F
. i ///.11rlE i
I
BY
PROD
BUIL
NTROL DMSION
fG CODE COMPLIANCE OF. ICE
QUARTER CIRCLE
68" x 68"
Maximum Area 25.22 sq. ft.
1
TRAPEZOID
50" X 120"
Maximum Area 43.75 sq. ft.
OCTAGON
•60" x 60"
Maximum Area 20.71 sq. ft.
EYEBRO V/
74" x 37"
Maximum Area 17.83 sq. ft.
RECTANGLE
60" x 120"
Maximum Area 50.00 sq. ft.
it
1
37"
HALF CIRCLE
120" x 60"
Maximum Area 39.27 sq. ft.
NON - IMPACT WINDOWS CONT.
Zz/
Robert L Clark, P.E.
PE 439712
StracFal
1
INDUSTRIES
1070 TrCNNO DRNE
NOKOUIS, f2 34275
Drown ey
F. K.
P.O. BOX 1529
NOKOMIS. 11. 34274
Rcvsd 8y:
Dcla:
Dote:
8/13/0
Revisions:
Desenption
ELEVATIONS, 3/16 TEMPERED GLASS
ALUMINUM FIXED WINDOW
Series /Model:
PW -701
REDRAWN
Scale:
NTS
Sheet: !Drawing No.
4.f 8
4231
Rev:
C
APPROVED AS COMPLYING VrTH TH5
SOUTH F' ^RI B 1L:r, DE
Sp �i L��
BY
PROD „T C • TROL DIVISION
BUIL., .... CODE CDMPUANCE OF
ACCEPTANCE NO.OI —
MAXIMUM HEIGHT
SEE SHEETS 1 THRU 4
4 SHIM
SPACE MAX.
/12 PAN HEAD
WOOD SCREW
7/16" LALUNATED OR
3/16 TEMPERED GLASS
1/4 SHIM I.4X.
3/16" HEX HD. TAPCON
OR 3/16" FLAT HD. TAPCON (CSINK REVD)
1-1/4 MIN.
f
SECTION A -A
TYPICAL SECTION
& INSTALLATION INTO CONCRETE AT SILL & WOOD AT HEAD
2x WOOD
BUCK
Robe L. Clark, P.E.
PE 1139712
Structural
3/16" HEX HD. TAPCON
OR 3/16" FLAT HD. TAPCON (CS1NK REO'D)
SECTION B -
TYPICAL SECTION
& ALTERNATE INSTALLATION INTO CONCRETE
NOTES: 1 _MAXIMUM OVERALL DIMENSIONS ARE APPLICABLE TO SECTIONED ARCH. SHAPES.
ANCHORAGE METHODS ARE APPLICABLE TO ALL SHAPES SHOWN ON SHEETS 1
THROUGH 4 OF 8.
2. REFERENCE TEST REPORTS: FTL -2753, FTL -2780, FTL -2797 & FTL -2816
INDUSTRIES
1070 TE':HNOLOGY DRNE
NOKO1(!S, ft 34275
/ IL✓� `' 4 • . J
l i
-
MAXIMUM WIDTH
SEE SHEETS 1 THRU 4
Drown Br
F.K.
Description:
SECTIONAL & ANCHORAGE VIEWS
rum:
Revsd
1/4" SHIM SPACE MAX.
Date:
Oc e 8/1 3/01
Re■nsions:
REDRAWN
ALUMINUM FIXED WINDOW
P.O. BOX 1529
NOKOl11S, Ft 34274
Series/Nodet: Scote: Sheet:
PW -701
NTS 5o/ 8
i1
)x WOOD BUCK
Drawing No.
4231
- 1 - I /4" MIN
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA i BUI BUILDING
OA ��
BY / /.
PROD .,T • TROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
AC CEPTANCENO.OI —til - (>1
Rev:
C
.500
.062
.688
PW -701 U- CHANNEL
GLAZING BEAD
2.784 - -
P111-701 FRAME
EXTRUSION
1.500
1
REFERENCE TEST REPORTS: FTL -2763, FTL -27B0, FTL -2797 & 2816
MK.
2
3
5
7
9
1 0
PART #
612242 FRAME HEAD, SILL & JAMB.
6533402 U- CHANNEL GLAZING BEAD
7834 .- #8 x 3/4 PN. PH. SMS
62899C/62501 C SILICON BACK BEDDING
61412K
62BV 1510
6SM55W
SEE NOTE 7/16 LAM! (. 187HS/ 090/ 187HS)
7PWSW j6 x 7/8 FL. PH. TEK
1 1 SEE NOTE 7/16 LAM; (. 187A/.09% 187A) TRIPLE DIAMOND GLASS OR =
NOT: ITEM 9 & 11 USES DUPONT BUTACITE PVB INTERLAYER
VISIBLE LIGHT CALCULATION
LCUL �
WINDOW WIDTH 7IP TO TIP" - 3.00" WH
WINDOW HEIGHT "TIP TO TIP" - 3.00 "
1_
Robert L. Clark. P.E.
PE #34712
Structural
DESCRIPTION
CLOSED CELL FOAM TAPE FOR 3/16 GLASS
CLOSED CELL FOAM TAPE FOR 7/16 GLASS
SEAM SEALER
3/76 TEMPERED GLASS
Fur
INDUSTRIES
BILL OF MATERIAL
Description:
Trfle;
1070 TECHNOLOGY COVE P.O. BOX 1529
NOKOM IS. FL .34275. NOKOMIS. FL 34274
Rcvso By:
Series /Model:
PW -701
Dote:
VENDOR
6063- T5
6063 -T5
SPENCER OR
DOW /G.E. GR =
TAPE SPECL.ALISTS Or FL OR =
TAPE SPPCIA! !STS OF FL OR =
SCHNEL /MOREH&4D OR =
TRIPLE DIAMOND GLASS OR =
i RIPLE DIAMOND GLASS OR =
SPENCER OR =
Drown By: Dote:
F.K. • 8/13/01 REDRAWN
EXTRUSION PROFILES & B.O.M.
ALUMINUM FIXED WINDOW
Scale:
NTS
W
Revisions:
Sheet:
6.' 8
Drcwing No.
4231
VENDOR #
AF - 1224 2
AF 533402
SM5504
APP =OVE.D AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
0:.'f
EY
PP.OD .CT •eNTROL DIVISION
BUILDING CODE COMPLIANCE
Ir.CcaTANc ta01- ( >\Q2. -Ot
Rev-.
090 1NTERLAYER
3/1 6 ` ANNEALED—I.--I
4.44 J-- - -3/16 ANNEALED
3/16" HEAT
STRENGTHENED
or
-+- -.090 INTERLAYER
3/16" HEAT
STRENGTHENED
TYPICAL GLAZING DETAIL
, 7/16" LAMINATED GLASS
s
REFERENCE TEST REPORTS: FTL -2763, FTL -2780, FTL -2797 & 2816
10
TYPICAL GLAZING DETAIL
3/16" TEMPERED GLASS
1/
Z �r
Ruhcrt rk, P.E.
PE $39712
Structural
3/16" TEMPERED
FtT
INDUSTRIES
1070 TECHNOLOGY DRNE
NOKOMIS. FL 34275
Ora .en By:
F. K
7711e:
P.O. BOX 1529
NOKOMIS. FL 34274
8
GLASS
Red By Date:
Date:
8/13/01
Series /Mode(:
PW — 701
Scala
NTS
Revuans:
REDRAWN
Dc. cnpl;on:
GLAZING & CORNER DETAIL
ALUMINUM FIXED WINDOW
DETAIL C
TP. 90' CORNER
CONNECTION
Shtet:
7a/ 8
APPROVED AS COl4PLY:NG 1417H Ti
SOUTH FLORIDA BUILDING CODE
OA
BY
PRO .0 •NIROLDIVISION
BUILDING CODE COMPLIANCE D
ACCEPTANCE NO c) L O. (j7.-('.
°rowing No.
4231
Window
Heights
Window Widths
19.125
24.000
26.500
37.000 .
48.000
60.000 -`
97.000
. 11 1. 000
120.000
26.000 1 100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
39.000 1 100.00
100.00
100.00
100.00
100.00
100.00
79.40
70.00 66.10
51.000 I 100.00
100.00
100.00
100.00
90.60
80.30
77.40
63.00 .
55.90
60.000 j 100.00
700.00
. 100.00
100.00
90.60
58.00
58.00
58.00
57.40
Window
Heights
Window W - dths
19.125
24.000
26.500
37.000
48.000 -
50.000
97.000
T 171.000 1120.000
26.000 1 135.00
135.00
135.00
135.00
135.00
135.00
135.00
122.90
112.60
39.000 1 135.00
135.00
135.00
135.00
135.00
135.00
79.40
70.00
66.10
51.000 135.00
135.
135.00
135.00
90.60
80.30
77.40
63.00 1 55.90
60.000 135.00
135.00
135.00
135.00
90.60
58.00
58.00
58.00 1 57.40
3/16" TEMPERED GLASS
NOTES:
1.) Negative Design Loods based on Comparative Analysis and Glass Table ASTM E1300.
2.) Positive Design Loads bused on Comparative Analysis and Woter Test Pressure.
3.) Numbers are for 112 screws or 3/16" Tapcons.
4.) Anchor maximum spacing: 12"
• Negative Design Loads
Positive Design Loads
REFERENCE TEST REPORTS: FTC -2763, FTL -2780, & 2816
to//
Robert L. ark. P.E.
PE 09712
Structural
INDUSTRIES
Drown Br
F.K.
rc+«
1070 7ECHNOLOGY DR1VE P.O. BOX 1529
NOKOMIS, Ft 34275 N0KOUI . ft 34274
Rersd By.
Dote:
8/13/01
ALUMINUM FIXED WINDOW
series /Ltodet:
PW-701
Sheet:
8 et 8
Scale:
NTS
APPROVED AS COMPLYING VdTH THE
SOUTH FLOR :DA BUtLDI 00E
DA •
BY
PRO
BUIL
TC
UTROL DIVISION
CODE COMPLIANCE 0
ACCEPTANCE NO l - OlC) 7 -
Dote: 'Revisions:
REDRAWN
Description:
COMPARATIVE ANALYSIS, NON - IMPACT
Dro-inq No.
4231
Rev:
C
FRENCH DOOR, SIDE LITE
AND TRANSOM WINDOW
STANDARD COLONIAL LITE CONFIGURATIONS
3'0" x 6'8"
37 '/2'
I }
57 ' /
111
111
10
111
111
74"
91'/
79 314"
79 3/4"
79 3 / 4 "
•
5'0" x 6'8" 6'0" x 6'8"
59
82"
NN
101 3 /,"
Manufacturers of Standard and Custom Glass Windows and Doors
79 3 / 4 "
}
79 3/4"
79 3 /4"
N/A - DOOR HAS 2
79 3/4" LITES - WOULD NOT
USE 3 LITE SIDE LITE
PGT
71 3/4"
91 3 / 4 "
--I
108'/,"
125 3 / 4 "
6' 8" (79 ") heights are shown.
8' 0" (95 ") high units will have an additional row of lites.
30
79 3 / 4 "
*ACT
79 3/4"
79
793
a
.. C
. MIAMI -DADE •
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Caradco Windows & Doors
201 Evans Drivc
Rantoul IL 61866
CON TRACTOR ENFORCEMENT SECTION
(305) 375 -2966 FAX (305) 375.2903
PRODUCT CONTROL DIVISION
Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339
Aluminum Clad Wood Fired Picture Window - Impact
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at anytime from a jobsite or manufacturer's plant for quality control testing.
If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend
the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined BCCO that this product or material fails to meet the requirements of the South Florida Building
Code.
The expense of such - testi
•
will be incurred by the manufacturer.
Acccpta c No.:99- 0302.01 (Revises No.: 98- 1028.01)
Expires:11 /30/2001 /
T (IS IS THE COVERSH T, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building Code
and Product Review Committee to be used in Dade County, Florida under the conditions set forth above.
Approved: 07 /01/1999
Internet mail address: postmaster @huildingcodeonline.com
•,1)AMI•DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
h :ETR(' -DADC FLAGLER BUILDING
.40 WEST F1.A( STREET. SUITE 1603
M1AM1. FLORIDA 33130-1563
(305) 375 -2901 FAX (305) 375 -2908
CONTRPCTO)t LICENSING SECTION
(.,OS) 375 -2527 FAX (305) 375 -2558
Raul Rodriguez
Chief Product Control Division
Oaz.
rancisco Quintana, R.A.
Director
1 of 3 Miami -Dade County
Building Code Compliance Office
Homepage: http : / /www.huildingcodeonline.eom
Caradco
ACCEPTANCE No.: 99- 0302.01
A2PROVED JUL 0 1 1999
EXPIRES : November 30, 2001
NOTICE OF ACCEPTANCE: SPECIP Ic COt4GITICNS
1. SCOPE
1.1 This revises the Notice of Acceptance No. 98- 1028.01 which was issued on 02/25/99. It approves
an aluminum clad wood fixed window, as described in Section 2 of this Notice of Acceptance,
designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade
County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do
not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The "Radius & Geometric Spandrel" Aluminum Clad Wood Fixed Picture Window — Non -
Impact and Impact Resistant, and its components shall be constructed in strict compliance with
the following documents: Drawing No W98 -80, titled "Car Clad Wood Fixed Window" Sheets 1
through 8 of 8, dated 10/10/98, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -
Dade County Product Control approval stamp with the Notice of Acceptance number and approval
date by the Miami -Dade County Product Control Division. These documents shall hereinafter be
referred to as the approved drawings.
3. LIMITATIONS
3.1 This approval applies to single unit applications and also side -by -side or top -and- bottom
installations, as shown in approved drawings.
4. INSTALLATION
4.1 Hurricane protection system (shutters): to determine whether the installation requires a hurricane
protection system or not, see corresponding table in approved drawing.
5. LABELING
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South Florida Building Code
(SFBC) in order to properly evaluate the installation of this system.
2of3
Manue Perez, P.E., Product Controi • aminer
Produ• .ntrol Division
Caradco ACCEPTANCE No.: 99- 0302.01
9. This Notice of Acceptance consists of pages 1, 2 and this last page 3.
END OF THIS ACCEPTANCE
3 of 3
APPROVED Jt1 1_11_1_199
EXPIRES : November 30, 2001
NOTICE OF ACCEPTANCE: S74.NDAR+) C'ONTMT 'IONS
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documentation, including test supporting data, engineering documents, are
no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state,
and the following statement: "Miami -Dade County Product Control Approved ", or as specifically
stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes;
b) The product is no longer the same product (identical) as the one originally approved;
c) If the Acceptance holder has not complied with all the requirements of this acceptance, including
the correct installation of the product;
d) The engineer who originally prepared, signed and sealed the required documentation initially
submitted is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process.
b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other
purpose.
6. The Notice of Acceptance 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 Notice of
Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall
be provided to the user by the manufacturer or its distributors and shall be available for inspection at
the job site at all time. The engineer needs not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
Manuel Pere , P.E., Product Control E
Product Co ' trol Division
er
.-+^ DESIGN LOAD CAPACITY(PSF) - IMPACT RESISTANT WINDOWS
. SHUTTERS NOT REOUIRED
�^ I
SURFACE APPUED MUNTINS \ '+ I
OF'�IUNPl
r
WINDOW DIM.
IMPACT GLASS TYPE '1' OR '2'
IMPACT GLASS TYPE '3'
IMPACT GLASS TYPE '4'
PERIMETER ANCHOR SPACING
PERIMETER ANCHOR SPACING
PERIMETER ANCHOR SPACING
AL FAROOQ CORPORATION
ENGINEERS, PLANNERS & PRODUCT DESIGN
1235 SW 87 AVE
MIAMI, FLORIDA 33174
TEL (305) 264 -8100 FAX. (305) 262 -6978
COMP- ANL \W9
•
r--- .96
12 O.C.
18" O.C.
24 O.C.
12" O.C.
a
• 18 O.C.
24" O.C.
12" O.C.
18" O
24"
WINDOW HEIGHT
92 1/16"
vIDTH
HEIGHT
EXT.( +)
INT.( -)
EXT.( +)
INT.( -)
EXT.( +)
INT.( -)
EXT.( +)
INT.( -)
EXT.( +)
INT.( -)
EXT.( +)
INT.( -)
EXT.( +)
INT.( -)
EXT.( +)
TNT.(-)
EXT.( +)
24'
24'
30'
36'
42'
48'
54'
60'
66'
72'
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75A
60.0
75.0
60.0
75.0
60.0
750
60.0
75.0
60.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
D.L OPC.
— ---- I--— }--- F- - -I - - - +
-
11 11 11 1 11 11
11 II II II II II
II 11 II II II II
II II II II 11 II
11 -- 11 ._- -- 1L --- JL—_— .1L _- -1L-----
•rr-- •rr --- �r - -- �r-- -- ir - -- ter -- - --
11 II II 11 II II
II II II 11 11 11
11 11 II 11 11 11
1I II _ _ 11 11 II II
I <11 t\\ I I I I I I
/11 I N\ \ \ II II II
= 7 C=== 2 C= == 3 t= ==yt— _ —fit-- -L -- --=
II II II II II II
II 11 II II II II
II II II II II II,
II II II II II II
11
II .I II II II II
II 11 II II II II
II II II II 11 II
1 11 , '1 11 11 It 11
-- - E- - - I - - -E-
SEE CHART FOR MAX. SPACING
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
_
75.0
60.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
^ 75.0
60.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
7S.0
60.0
75.0
60.0
75.0
60.0
36'
24'
30'
36'
42'
48'
54'
60'
66'
72'
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
60.0
73.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
60.0
7S.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
60.0
75.0
60.0
75.0
60.0
72.8
60.0
75.0
60.0
75.0
60.0
72.8
60.0
75.0
60.0
75.0
60.0
60.0
75.0
60.0
75.0
60.0
63.7
60.0
75.0
60.0
75.0
60.0
63.7
60.0
75.0
60.0
75.0
60.0
'CAR CLAD' WOOD FIXED WINDOW
CARADCO WOOD WINDOWS & PATIO DOORS
201 EVANS ROAD
RANTOUL, ILLINOIS 61866
TEL. (217) 893 -4444 FAX (217) 893 -0921
60.0
75.0
60.0
75.0
60.0
63.7
60.0
75.0
60.0
75.0
60.0
63.7
60.0
75.0
60.0
75.0
60.0
60.0
75.0
60.0
75.0
60.0
63.7
60.0
75.0
60.0
75.0
60.0
63.7
60.0
75.0
60.0
75.0
60.0
48'
24'
30'
36'
42'
48'
54'
60'
66'
72'
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
5L4
64.3
51.4
64.3
51.4
64.3
60.0
75.0
60.0
72.8
60.0
72.8
60.0
75.0
60.0
72.8
60.0
72.8
6" MAX. TYP.
45.0
56.3
45.0
56.3
45.0
56.3
60.0
75.0
60.0
63.7
60.0
63.7
60.0
75.0
60.0
63.7
60.0
63.7
Q
-- i--- - -1 --
- + - -
45.0
56.3
45.0
56.3
45.0
54.6
60.0
75.0
60.0
63.7
54.6
54.6
60.0
75.0
60.0
63.7
54.6
54.6
-
-
-
-
-
-
60.0
75.0
60.0
63.7
47.8
47.8
60.0
75.0
60.0
63.7
47.8
47.8
-
-
-
-
-
-
60.0
75.0
60.0
63.7
47.8
47.8
60.0
75.0
60.0
617
47.9
47.8
B
56 116"
D.L OPG.
-
-
-
-
-
-
60.0
75.0
60.0
63.7
47.8
47.8
60.0
75.0
60.0
63.7
47.8
47.8
60•
24'
30'
36'
42'
48'
54'
60'
66'
72'
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
• 60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60"
60.0
75.0
60.0
75.0
60.0
63.7
60.0
75.0
60.0
75.0
60.0
63.7
60.0
75.0
60.0
75.0
60.0
63.7
WINDOW WIDTH
TYPICAL ELEVATION
51.4
64.3
51.4
64.3
51.4
54.6
60.0
75.0
60.0
72.8
54.6
54.6
60.0
75.0
60.0
72.8
54.6
54.6
-
-
-
-
-
-
60.0
75.0
60.0
63.7
47.8
47.8
60.0
75.0
60.0
63.7
1 47.8
47.8
-
-
-
-
-
-
60.0
75.0
56.6
56.6
42.4
42.4
60.0
75.0
56.6
56.6
42.4
42.4
TESTED UNIT (IMPACT)
SEE SHEET 3 FOR ALTERNATE SHAPES AVAILABLE
PICTURE WINDOWS
-
-
-
-
-
-
60.0
75.0
50.9
50.9
-
-
60.0
75.0
50.9
50.9
-
-
-
-
-
-
-
-
60.0
75.0
50.9
50.9
-
-
•60A
75.0
50.9
50.9
-
-
-
-
-
-
-
-
60.0
71.7
50.9
50.9
-
-
60.0
75.0
50.9
50.9
-
-
72'
24'
30'
36'
42'
48'
54'
60'
66'
72'
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
63.7
60.0
75.0
60.0
75.0
60.0
63.7
60.0
75.0
60.0
75.0
60.0
63.7
CLAD RADIUS & GEOMETRIC SPANDREL
-
-
-
-
-
-
60.0
75.0
60.0
72.8
54.6
54.6
60.0
75.0
60.0
72.8
54.6
54.6
-
-
-
-
-
-
60.0
75.0
60.0
63.7
47.8
47.8
60.0
75.0
60.0
63.7
47.8
47.8
NOTES
1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING
CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS
AS PER ASCE 7 -88 USING CORRESPONDING LOADS.
2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
3. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
4. ANCHORING OR LOADING CONDITION NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL..
-
-
-
-
-
-
60.0
75.0
56.6
56.6
42.4
42.4
60.0
75.0
56.6
56.6
42.4
42.4
-
-
-
-
-
-
60.0
71.7
50.9
50.9
. -
-
60.0
75.0
50.9
50.9
-
-
-
-
-
-
-
-
54.5
65.0
46.3
46.3
-
-
54.5
68.2
46.3
46.3
-
-
-
-
-
-
-
-
50.0
59.4
42.4
42.4
-
-
50.0
62.5
42.4
42.4
-
-
84'
24'
30'
36'
42'
48'
54'
60'
66'
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
-
-
-
-
-
-
60.0
75.0
60.0
75.0
60.0
63.7
60.0
75.0
60.0
75.0
60.0
63.7
-
-
-
-
-
-
60.0
75.0
60.0
72.8
54.6
54.6
60.0
75.0
60.0
72.8
54.6
54.6
OIM(vH :Aci ',1511
-
-
-
-
-
-
-
60.0
75.0
60.0
63.7
47.8
47.8
60.0
75.0
60.0
63.7
47.8
47.8
-
-
-
-
-
-
60.0
68.3
56.6
56.6
42.4
42.4
60.0
75.0
56.6
56.6
42.4
42.4
-
-
-
-
-
-
60.0
61.2
50.9
50.9
-
-
60.0
75.0
50.9
50.9
-
-
Engr. DR. HUNA`!OUN FAR000
`TF.'LCTURES
FLA. P_ f 16357
APPROVED PS COMPLYING WITH THE
SOUTH FLORIDA BUILD:NG CODE
OPT': OPT': cj
-
-
-
-
-
-
54.5
55.5
46.3
46.3
-
-
54.5
68.2
46.3
46.3
-
-
96'
24'
30'
36'
42'
48'
54'
60'
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
1 1 V 1 j 1 4 99'' C ;
J
, / ` - C l
-
-
-
-
-
-
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
60.0
75.0
-
-
-
-
-
-
60.0
75.0
60.0
75.0
60.0
63.7
60.0
75.0
60.0
75.0
60.0
63.7
PtO'311G CO Di 5.:; 1 •
8L'i_Dii;6 CODE CO`,1PLANCE OFFICE
h0 - 0302 - O
drawing no.
W98-80
-
-
-
-
-
-
60.0
75.0
60.0
72.8
54.6
54.6
60.0
75.0
60.0
72.8
54.6
54.6
-
-
-
-
-
-
60.0
67.5
60.0
63.7
47.8
47.8
60.0
75.0
60.0
63.7
47.8
47.8
-
-
-
-
59.6
56.6
56.6
42.4
42.4
60.0
75.0
56.6
56.6
42.4
42.4
kCCi ACCEPTANCE 1 `
sheet 1 of 8
-
-
-
-
-.
-
53.4
53.4
50.9
50.9
-
-
60.0
75.0
50.9
50.9
-
-
DESIGN LOAD CAPACITY - PSF
NON -:M; AC: W'_NPOWS
DADE COUNTY APPROVZD IMPACT R S.S1ANT :;HU'TERS READ.
WINDOW DIMS.
WINDOWS FITTED WITH INSULATED GLASS
PERIMETER ANCHORS SPACED AS SHOWN
DSB -ANN.
5/32 " -ANN.
3/ ru4N.
3/16" - TEMP.
I 10 S.M.S.
3/16" TAPCONS
VIDTH
HEIGHT
EXT.( +)
INT.( -)
EXT.( +)
INT.( -)
EXT.( +)
INT ( -)
EX (.( +1
iNT.( -): 2'
18'
24'
12'
18'
24'
78.1
93.8
93.8
93.8
93.8
119.0
79.3
59.5
191.0
127.3
95.5
60"
24"
36'
48"
60"
72'
84'
96'
62.5
62.5
78.1
45.9
45.9
59.5
59.5
71.4
71.4
71.4
71.4
79.3
52.9
-
127.3
84.9
63.7
50.3
61.2 61.7
62.5
32.5
59.6
-
-
95.5
63.7
47.8
-
-
50.3
-
-
-
-
48.3
4£.3
60.0
50 0
47.3
-
-
76.4
50.9
-
-
-
-
51.4
51.4
4/.6
-
-
76.4
50.9
-
-
-
-
-
-
-
-
-
-
46.7
46.7
47.6
-
-
76.4
50.9
-
-
-
-
-
-
- 1
43.6
43.6
47.6
-
-
76.4
50.9
-
66"
24'
36'
48'
60"
72'
84"
96'
T 61.1
61.1
76.4
76.4
91.7
91.7
91.7
91.7
119.0
79.3
59.5
191.0
127.3
95.5
41.6
41.6
57.3
57.3
68.8
68.8
68.8
68.8
79.3
52.9
-
127.3
84.9
63.7
-
-
45.5
45.5
55.3
55.3
58.9
58.9
59.5
-
. -
95.5
63.7
47.8
-
-
-
-
43.7
43.7
55.0
55.0
47.6
-
-
76.4
50.9
-
-
-
-
-
-
-
50.3
50.3
43.3
-
-
69.5
46.3
-
-
-
-
-
-
-
44.9
44.9
43.3
-
-
69.5
46.3
-
-
-
-
-
-
-
41.6
41.6
43.3
-
-
69.5
46.3
-
72'
24'
36'
48'
60'
72'
84'
96
59.6
59.6
75.0
75.0
90.0
90.0
90.0
90.0
119.0
79.3
59.5
191.0
127.3
95.5
-
-
55.6
55.6
66.7
66.7
66.7
66.7
79.3 '
52.9
-
127.3
84.9
63.7
-
-
41.5
41.5
50.5
50.5
56.3
56.3
59.5
-
-
95.5
63.7
47.8
-
-
-
-
-
-
51.4
51.4
47.6
-
-
76.4
50.9
-
-
-
-
-
-
-
50.0
50.0
-
-
-
63.7
42.4
-
-
-
-
-
-
-
43.8
43.8
-
-
-
63.7
42.4
-
-
-
_ -
-
-
__ -
40.0
40.0
-
-
-
63.7
42.4
-
MATCH DESIGN LOAD REQUIREMENTS ON SHOWN SIZES TO GLASS
AND ANCHOR TYPE /SPACING AS SHOWN ON TABLE.
WINDOW DIMS.
VIDTH
24'
30
36"
2
•
54"
HEIGHT
24"
36"
48'
60"
72'
84"
96"
24'
36"
48'
60°
72"
84'
96"
24'
36"
48"
60"
72"
84'
96'
24'
36'
48'
60"
72"
84'
96" ,
24"
36'
48"
60"
72"
84'
96"
24'
36'
48"
60"
72"
84"
96'
DSB -ANN.
EXT.( +)
100.0
75.0
66.7
62.5
59.6
50.8
44.2
83.3
68.6
75.0
66.7
53.3
45.9
70.0
58.3
49.2
66.7
53.3
42.7
64.3
50.0
WINDOWS FITTED WITH INSULATED GLASS
INT.( -)
100.0
75.0
66.7
62.5
59.6
50.8
NON- IMPACT WINDOWS
DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS FEW.
5/32' -ANN.
EXT.( +) INT.( -
100.0
93.8
83.3
78.1
75.0
72.9
125.0
93.8
83.3
78.1
75.0
72.9
44.2 66.1 66.1
83.3 100.0 104.2
68.6 85.7 85.7
58.2 58.2 72.7 72.7
53.3 53.3 66.1 66.1
46.4 46.4 63.2 63.2
59.0 59.0
51.4 51.4
75.0 93.8 93.8
66.7 83.3 83.3
53.3 66.7 66.7
45.9 59.5 59.5
55.6 55.6
48.3 48.3
42.0 42.0
70.0 87.5 87.5
58.3 72.9 72.9
49.2 63.5 63.5
54.9 54.9
47.9 47.9
40.8 40.8
66.7 83.3 83.3
53.3 66.7 66.7
42.7 62.5 62.5
50.3 50.3
41.5 41.5
50.0
64.3 80.4 80.4
62.5
56.2
44.4
62.5
56.2
44.4
DESIGN LOAD CAPACITY - PSF
3/16"-ANN. 3/1 6"-TEMP.
EXT.( +)
100.0
100.0
100.0
93.8
90.0
87.5
80.4
INT.( - EXT.( +)
150.0 100.0
112.5 100.0
100.0 100.0
93.8 93.8
90.0 90.0
87.5 87.5
80.4 85.7
100.0 125.0 100.0
100.0 102.9 100.0
87.3 87.3 87.3
80.0 80.0 80.0
75.8 75.8 75.8
71.8 71.8 73.0 73.0 95.2 63.5 47.6 152.8
62.5 62.5 71.1
100.0 112.5 100.0
100.0 100.0 100.0
80.0 80.0 80.0
71.4 71.4 71.4
66.7 66.7 66.7
58.7 58.7 63.6
51.1 51.1 61.5
100.0 105.0 100.0
87.5 87.5 87.5
76.2 76.2 76.2
65.9 65.9 65.9
58.3 58.3 60.5
49.6 49.6 57.1
43.2 43.2 54.9
100.0 1000 100.0
80.0 80.0 80.0
75.0 75.0 75.0
61.2 61.2 62.5
50.5 50.5 56.3
43.0 43.0 52.5
96.4 96.4 96.4
75.0 75.0 75.0
67.5
50.0
67.5 67.5
54.0 54.0 60.6
44.6 44.6 53.3
49.1
46.4
INT.( -) 12'
150.0 119.0 79.3 59.5 191.0
112.5 119.0 79.3 59.5 191.0
100.0 119.0 79.3 59.5 191.0
93.8 119.0 79.3 59.5 191.0
90.0 119.0 79.3 59.5 191.0
87.5 119.0 79.3 59.5 191.0
85.7 119.0 79.3 59.5 191.0
125.0 119.0 79.3 59.5 191.0
102.9 95.2 63.5 47.6 152.8
87.3 95.2 63.5 47.6 152.8
80.0 95.2 63.5 47.6 152.8
75.8 95.2 63.5 47.6 152.8
71.1 95.2 63.5 47.6 152.8
112.5 119.0 79.3 59.5 191.0 127.3 95.5
100.0 79.3 52.9 - 127.3
80.0 79.3 52.9 - 127.3
71.4 79.3 52.9 - 127.3
66.7 79.3 52.9 - 127.3 84.9 63.7
63.6 79.3 52.9 - 127.3 84.9 63.7
61.5 79.3 52.9 - 127.3 84.9 63.7
105.0 119.0 79.3 59.5 191.0 127.3 95.5
87.5 79.3 52.9 - 127.3 84.9 63.7
76.2 68.0 45.3 - 109.1 72.8 54.6
65.9 68.0 45.3 - 109.1 72.8 54.6
60.5 68.0 45.3 - 109.1 72.8 54.6
57.1 68.0 45.3 - 109.1 72.8 54.6
54.9 68.0 45.3 - 109.1 72.8 54.6
100.0 119.0 79.3 59.5 191.0 127.3 95.5
80.0 79.3 52.9 - 127.3 84.9 _ 63.7
75.0 59.5 - - 95.5 63.7 47.8
62.5 59.5 - - 95.5 63.7 47.8
56.3 59.5 - - 95.5 63.7 47.8
52.5 59.5 - - 95.5 63.7 47.8
50.0 59.5 - - 95.5 63.7 47.8
96.4 119.0 79.3 59.5 191.0 127.3 95.5
75.0 79.3 52.9 - 127.3 84.9 63.7
67.5 59.5
60.6 52.9
53.3 52.9
49.1 52.9
46.4 52.9
PERIMETER ANCHORS SPACED AS SHOWN
# 10 S.M S. 3/16" TAPCONS
18' 24' 12'
18' 24'
127.3 95.5
127.3 95.5
127.3 95.5
127.3 95.5
127.3 95.5
127.3 95.5
127.3 95.5
127.3 95.5
101.9 76.4
101.9 76.4
101.9 76.4
101.9 76.4
101.9 76.4
101.9 76.4
84.9 63.7
84.9 63.7
84.9 63.7
95.5 63.7 47.8
84.9 56.6 42.4
84.9 56.6 42.4
84.9 56.6 42.4
84.9 56.6 42.4
Engr. . DR. HUMAYOUN FAROOQ
S rAUC T URES
FLA. PE 1 16557
DESIGN LOAD RATING FOR THIS SPECIFIC SIZE /SHAPE OR
SMALLER USING 1/4" TEMP. GLASS = + 75.0 PSF
- 75.0 PSF
FOR ANCHORS USE CHART ABOVE.
SEE SHEET 3 FOR ALTERNATE SHAPES
WHICH CAN BE INSCRIBED WITHIN THE ABOVE SHAPE.
A ?PRO`/EO AS C3MPLYt1`1G WTH THE
SOUTH FLORIDA BUILDfNG CODE
CAT J •. �
BY �//.�iYffi % i <
PaoDUC D :ViS:GN
BUilOiNGG CODE C0MPL!AYCf OFfiit
4XEFTANCE d0 307- • n
z
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a.
a
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C r z j M w
O g oa d
0 CL
vi °0 o
1 Cmc w1 z tr, • Q W ' a• F
O
0
z
0
w.
0
O
O
0
5
0
0!
0
m
0
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0
N
0
0
0
0
a
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0
z
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o <
0
o
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Q W
cc
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0
•
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•
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(0
c
(0
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z
J
J
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0
Z
v
a
0
0
c
m
c
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0
0.
0
y
b
a
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0
0
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(.
drawing no.
W98 -80
(sheet 2 of 8
WINDOW WIDTH
QUARTER ROUND
WINDOW WIDTH
WINDOW WIDTH
ROUND TOP
WINDOW WIDTH
STANDING ARCH
WDW. WIDTH
ELLIPTICAL ARCH QUARTER RADIUS
WINDOW WIDTH
ELLIPTICAL TOP
WINDOW WIDTH
SEGMENT HEAD
_OVAL GOTHIC HEAD
WDW. WIDTH
WINDOW WIDTH
WINDOW WIDTH
QUARTER SEGMENT TRAPEZOID
1 WINDOW WIDTH J
RECTANGLE
WINDOW WIDTH
Engr. OR HUIIii,'UUN FAROCO
STRUC'URES
FL. PE if 16557
WINDOW WIDTH
I I
I I
WINDOW WIDTH
OCTAGON
GEOMETRIC SHAPES AS SHOWN CAN BE CHECKED BY INSCRIBING WITHIN A RECTANGLE
AS SHOWN IN DOTTED UNES AND USING THAT RECTANGULAR SHAPE TO ENTER CHARTS
ON SHEETS 1 AND 2.
APPROVED AS COh1PLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT"
BY
PRCDUC COZ TRCt DIV:S ON d
BUILDING CODE COi•'•FL :ANCE OFF.
ACCEPTANCE NO. 9�
-Z�--
a)
C
0_
N_
c
0
a
0
v)
O
T
0
0
O
0
0
0 0
4I
CL'
O
O
0
O
0
0
0
z
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oo
3 � J
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drawing no.
W98 -80
sheet 3 of 8
4
*8 X 3/4' SMS
e 8' 0.C. TYP.
�j / / I' I--
/ /Y / /
• / / / /
*8 X 3/4' SMS
e 9' 0.C.
4 4
a 4
..
4 J
TYPICAL ANCHOR
4 • 4
4
WOOD BUCKS NOT BY CARADCO, MUST SUSTAIN LOADS
IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM
TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS
4
1BY OR 2BY
WOOD ,UCKS
. 4 4
A
" 4
e •
• w
M
x
N
1BY OR 2BY _
WOOD BUCK
ITEM # REQD.
1 AS REQD.
2 AS REQD.
3 AS READ.
4 AS REQD.
5 AS REQD.
PART #
88614
88011 -F
88042 -1
6 1 /MULLION PP25
7 AS REQD.
8 AS READ.
9 AS READ.
DESCRIPTION
FRAME NOSING
FRAME FIN
FRAME
GLAZING STOP •-
SETTING BLOCK
MULLION CONNECTOR
SINGLE SIDED GLAZING TAPE <1/16' X 1/2')
DOUBLE SIDED GLf.ZIN 3 TAPE <1 /1P' L 1/4')
SEALANT
Engr. DR. HUMAYOUN FAR000
STRUCTURES
RA PE # 16537
1
MATERIAL
6063 -T5
PVC
WOOD
NEOPRENE
6063-15
SILICONE
SPACING:
AT 12 ", 18" OR 24" 0.C. AS PER CHARTS.
MANF. /SUPPLIER /REMARKS
CARADCO
CARADCO
CARADCO
NOTE: IMPACT RATED PRODUCTS SHALL USE 3/16" TAPCONS
IN ALL CASES.
i
1/8' X 3/4' X 6'
CARADCO
VOLARA
NOVAFLEX SB
31( .700 X 1.688 LAMINATED WESTERN PINE AT CURVED PORTIONS P.N. 82424 -1
.656 X 1.688 WESTERN PINE AT STRAIGHT PORTIONS P.N. 88425 -1
TYPICAL ANCHORS:
A) # 10 SMS OR 3/16" TAPCONS
INTO 2BY WOOD BUCKS OR WOOD STRUCTURE
1 -3/8" MIN. PENETRATION INTO WOOD
6) 3/16" 0 TAPCONS (BY ELCO) OR
EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE.
THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY
1 -1/4" MIN. EMBED INTO CONC. OR MASONRY
APPROVED AS COMPLYING WITH
SOUTH FLORIDA BUILDING CODE
DA..T=
BY
THE
•
.
t
PRODUCT C ^4TROL DIV :S.D,Y
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE. NO. _5 C -0 3 a Z- o
os
os
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drawing no.
W98 -80
sheet 4 of 8
3/4' OVERALL INSULATED
NON- IMPACT GLASS
TYPICAL ANCHORS-
1BY OR 2BY _
WOOD BUCK
r
1
O
4
Pr
O
1/8' ANN. GLASS
5/32" ANN. GLASS
3/16' ANN. GLASS
3/16" TEMP. GLASS
1/4" TEMP. GLASS
AIR SPACE
1/8' ANN. GLASS
5/32" ANN. GLASS
3/16" ANN. GLASS
3/16" TEMP. GLASS
1/4' TEMP. GLASS
#8 X 1 -1/2"
WOOD SCREWS
09 "0.C.
0
C
i
z
3/8" THICK NOMINAL
IMPACT GLASS TYPE '1'
GLOBE AMERADA P380 WIND -PANE
1/8" CHEM -TEM GLASS
.035 URETHANE -PE 399
1/16" POLYCARBONATE LEXAN
-- .035 URETHANE -PE 399
-1/8' CHEM -TEM GLASS
g8 X 1 -1/2"
WOOD SCREWS
0 6' O.C.
0.L OPG.
WINDOW WIDTH
EXTERIOR
1/8" ANN. GLASS
.060 POLYESTER
.010 PET
.060 POLYESTER
1/8" ANN. GLASS
#8 x 1 -1/2"
WOOD SCREWS
0 6' 0.C.
3/8" THICK NOMINAL
IMPACT GLASS TYPE '2'
GLASSLAM SAFETY PLUS
GLASS OPTIONS
.010 PET EXTENDED
3/4" BEYOND GLASS
BENT AND SANDWICHED
BELOW GLAZING STOP
- TYPICAL ANCHORS
A
3/16" ANN. GLASS
.060 POLYESTER
—.010 .'ET
.060 ?OL'.'ESTER
-3/1E' ANN. GLASS
#8 X 1 -1/2"
r WOOD SCREWS
to h' J.C.
1/2" THICK NOMINAL
IMPACT GLASS TYPE '3'
GLASSLAM SAFETY PLUS
Engr. DR. HUMAYOUN FAROOQ
STRUCTURES
FtA. PE # 16057
z
2
e.
.010 PET EXTENDED
3/4' BEYOND GLASS
BENT AND SANDWICHED
BELOW GLAZING STOP
3/16" GLASS
HEAT STRENGTHENED
.060 POLYESTER
—.010 PET
— .060 POLYESTER
3/16" GLASS
r HEAT STRENGTHENED
#8 X 1 - 1/2"
W000 SCREWS
0 6' O.C.
1/2" THICK NOMINAL
IMPACT GLASS TYPE '4'
GLASSLAM SAFETY PLUS
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
OAT 01
BY
F. C:Dij ' vITROL D1v :S ON
6'1iLO CODE COMPLIANCE OFFICE
ACCEPTANCE NO. 0302 -o 1
0
0
z
0
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x
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0
0
0
0
0
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0'
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W
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10
CO
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drawing no.
W98 -80
sheet 5 of 8
1250
.567 -I
.656
.342
1 .035
1.505
4.000
FRAME
2.451
.379 ,J
3.237
FRAME NOSING
1.500 L
.533
NAILING FIN
1.687
INSIDE TRIM
1.285
.100
MULLION CONNECTOR
.844
1.312
2.063
ALL WOOD COMPONENTS TO BE
WHITE PINE OR PONDEROSA PINE.
—# 7 X 7/16" SS SCREW
FRAME NOSING CORNER
CORNER LOCK
1
# 7 X 7/16" SS SCREW
FRAME CORNERS SEALED WITH BUTYL TAPE SEALANT ( ()EVAN # 269 )
BUM CAULK USED IN BETWEEN ALUMINUM /WOOD JOINTS.
Engr. DR. HUMAYC111N FAR000
STRUM
FLA. PE 9 1a35
# 8 X 3" FH SCREWS
FRAME CORNER
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DA
•
�
BY
PRO:;i; t".IROL DIVES :OH
6UILCING CODE CCMPL!ANCE OFFICE
ACCEPTANCE 1.40./.1_7_93..D.:1.-— o
[ C.31 I
o .
0 rn
CO
Z 1
N
O N
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o
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O cn <t
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drawing no.
W98 -80
sheet 6 of 8
MULLION GRAPH
15 20 25 30 35 40
AVERACE WIDTH - INCHES
D.L OPG.
1.687
WINDOW WIDTH
46
i
•
60
rol
a
Z P
CC
X t131
rn 0
n
O I--
am
,o
-
N
1
• criW. 1R t1N151
.656
000 -vn
X . • C
\.• C ��
/ �.
0
EXTERIOR
VERTICAL OR HORIZONTAL SECTION
ONE TAPCON ® SIDE OF JAMB
ME MI
t_i_i1
1U
MIMI EL!
IEEE=
=ward
d OEOIIETRIC SPANDREL v.
RADIUS
ANCHOR LOO CURVCC
IOC OY CICS CCNNCCTIONG
C11 3/16 TArCCN AT CA 5IOC OF MULL
RADANC•I
. .,,.,.,.
10 15 20 25 30 35 40 45 50
AVERAGE WIDTH - INCHES
1/2" X 1" CORRUGATED STAPLES
0 6" O.C.
D.L OPG.
WINDOW WIDTH
WINDOWS SIDE BY SIDE CONNECTIONS
THE CURVES ON THESE GRAPHS SHOWS MUWON LENGTHS
SEE SKETCH FOR REFERENCE
10
TWO TAPCONS ® EACH SIDE OF JAMB
15
20 25 30 35 42
AVERAGE WIDTH - INCHES
FOR IMPACT RATED PRODUCTS LIMIT MULLION OR ANCHOR LOAD CAPACITY TO 75 PSF
NODES
1. USE GRAPH ON THIS SHEET FOR SIDE BY SIDE CONNECTION
CAPACITY OF FIXED WINDOW MUWON.
2. FOR FIXED WINDOW CAPACITY SEE SHEET 1 AND 2.
3. USE SMALLER DESIGN LOAD CAPACITY OF 1 OR 2 ABOVE.
Engr. OR. HUMAYOUN FAR000
• STRUCTURES
F1.A. PE # 16557
4S
50
SEE SHEET 3
FOR ALT. SHAPES
AVG. WIDTH =
3
3/16" TAPCONS
Al 3" O.C.
1 -3/ 6" MIN. EMBED
1
on 2 AT EACH
SIDE Li JAMBS
3
ti
S
O
3/16" TAPCONS
1 -3/8" MIN. EMBED
1 OR 2 AT EACH SIDE OF JAMBS
WI +W2
2
MUWON LENGTH
TYPICAL ELEVATIONS
SIDE BY SIDE WINDOWS
SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
J
VT
BY
PROM C „O; OIV:S ON
BUILDING CODE COMPLIANCE Or
ACCEPTANCE NO yt 3 0 2.- o1
4
0
0
Z
0
W
X
Li
0
0
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Q
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1
v
n
c
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)
drawing no.
W98 --80
(sheet 7 of 8
WOOD WINDOWS & PATIO DOORS
MULLION DIMS. ADDED
,
L
1 tt
II.
r
,,"`
• \\�� \•
EMI
-
" CS
N L)
11111
11
__
4"
W1
111111116.
1
1
,
,
\
ion
mg
IIIIIIIJIII
1111111111a_
- gill
RADIUS & GEOMETRIC SPANDREL
MULLION LOAD CURVES
SIDE BY SIDE CONNECTIONS
CARAOI
1
MULLION GRAPH
15 20 25 30 35 40
AVERACE WIDTH - INCHES
D.L OPG.
1.687
WINDOW WIDTH
46
i
•
60
rol
a
Z P
CC
X t131
rn 0
n
O I--
am
,o
-
N
1
• criW. 1R t1N151
.656
000 -vn
X . • C
\.• C ��
/ �.
0
EXTERIOR
VERTICAL OR HORIZONTAL SECTION
ONE TAPCON ® SIDE OF JAMB
ME MI
t_i_i1
1U
MIMI EL!
IEEE=
=ward
d OEOIIETRIC SPANDREL v.
RADIUS
ANCHOR LOO CURVCC
IOC OY CICS CCNNCCTIONG
C11 3/16 TArCCN AT CA 5IOC OF MULL
RADANC•I
. .,,.,.,.
10 15 20 25 30 35 40 45 50
AVERAGE WIDTH - INCHES
1/2" X 1" CORRUGATED STAPLES
0 6" O.C.
D.L OPG.
WINDOW WIDTH
WINDOWS SIDE BY SIDE CONNECTIONS
THE CURVES ON THESE GRAPHS SHOWS MUWON LENGTHS
SEE SKETCH FOR REFERENCE
10
TWO TAPCONS ® EACH SIDE OF JAMB
15
20 25 30 35 42
AVERAGE WIDTH - INCHES
FOR IMPACT RATED PRODUCTS LIMIT MULLION OR ANCHOR LOAD CAPACITY TO 75 PSF
NODES
1. USE GRAPH ON THIS SHEET FOR SIDE BY SIDE CONNECTION
CAPACITY OF FIXED WINDOW MUWON.
2. FOR FIXED WINDOW CAPACITY SEE SHEET 1 AND 2.
3. USE SMALLER DESIGN LOAD CAPACITY OF 1 OR 2 ABOVE.
Engr. OR. HUMAYOUN FAR000
• STRUCTURES
F1.A. PE # 16557
4S
50
SEE SHEET 3
FOR ALT. SHAPES
AVG. WIDTH =
3
3/16" TAPCONS
Al 3" O.C.
1 -3/ 6" MIN. EMBED
1
on 2 AT EACH
SIDE Li JAMBS
3
ti
S
O
3/16" TAPCONS
1 -3/8" MIN. EMBED
1 OR 2 AT EACH SIDE OF JAMBS
WI +W2
2
MUWON LENGTH
TYPICAL ELEVATIONS
SIDE BY SIDE WINDOWS
SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
J
VT
BY
PROM C „O; OIV:S ON
BUILDING CODE COMPLIANCE Or
ACCEPTANCE NO yt 3 0 2.- o1
4
0
0
Z
0
W
X
Li
0
0
0
t0
0
Q
0
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c
0
N
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1
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CA
0
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0
0
0
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In
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)
0
a
0
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a)
v
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b
0
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m
0
0
)
1
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1
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)
drawing no.
W98 --80
(sheet 7 of 8
WOOD WINDOWS & PATIO DOORS
MULLION DIMS. ADDED
1,
LIUN4
1 tt
1
r
,,"`
• \\�� \•
EMI
.
.
11
11
W2
4"
W1
__
1
1
:RADIUS d OEOMETRIC SPANOREL
ANCwau LOAO CUM/CC
=IC OY CIOC CCNNCCTIONC
C2) 3/16 TArCCN3 AT CA 6IOC
1 1 1 1
Or MULL
RADANCH2
1
MULLION GRAPH
15 20 25 30 35 40
AVERACE WIDTH - INCHES
D.L OPG.
1.687
WINDOW WIDTH
46
i
•
60
rol
a
Z P
CC
X t131
rn 0
n
O I--
am
,o
-
N
1
• criW. 1R t1N151
.656
000 -vn
X . • C
\.• C ��
/ �.
0
EXTERIOR
VERTICAL OR HORIZONTAL SECTION
ONE TAPCON ® SIDE OF JAMB
ME MI
t_i_i1
1U
MIMI EL!
IEEE=
=ward
d OEOIIETRIC SPANDREL v.
RADIUS
ANCHOR LOO CURVCC
IOC OY CICS CCNNCCTIONG
C11 3/16 TArCCN AT CA 5IOC OF MULL
RADANC•I
. .,,.,.,.
10 15 20 25 30 35 40 45 50
AVERAGE WIDTH - INCHES
1/2" X 1" CORRUGATED STAPLES
0 6" O.C.
D.L OPG.
WINDOW WIDTH
WINDOWS SIDE BY SIDE CONNECTIONS
THE CURVES ON THESE GRAPHS SHOWS MUWON LENGTHS
SEE SKETCH FOR REFERENCE
10
TWO TAPCONS ® EACH SIDE OF JAMB
15
20 25 30 35 42
AVERAGE WIDTH - INCHES
FOR IMPACT RATED PRODUCTS LIMIT MULLION OR ANCHOR LOAD CAPACITY TO 75 PSF
NODES
1. USE GRAPH ON THIS SHEET FOR SIDE BY SIDE CONNECTION
CAPACITY OF FIXED WINDOW MUWON.
2. FOR FIXED WINDOW CAPACITY SEE SHEET 1 AND 2.
3. USE SMALLER DESIGN LOAD CAPACITY OF 1 OR 2 ABOVE.
Engr. OR. HUMAYOUN FAR000
• STRUCTURES
F1.A. PE # 16557
4S
50
SEE SHEET 3
FOR ALT. SHAPES
AVG. WIDTH =
3
3/16" TAPCONS
Al 3" O.C.
1 -3/ 6" MIN. EMBED
1
on 2 AT EACH
SIDE Li JAMBS
3
ti
S
O
3/16" TAPCONS
1 -3/8" MIN. EMBED
1 OR 2 AT EACH SIDE OF JAMBS
WI +W2
2
MUWON LENGTH
TYPICAL ELEVATIONS
SIDE BY SIDE WINDOWS
SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
J
VT
BY
PROM C „O; OIV:S ON
BUILDING CODE COMPLIANCE Or
ACCEPTANCE NO yt 3 0 2.- o1
4
0
0
Z
0
W
X
Li
0
0
0
t0
0
Q
0
y
c
0
N
'
1
)
•
m
CA
0
0
O
U
0
0
0
O:
In
E
O c
)
0
a
0
H
a)
v
.a
b
0
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m
0
0
)
1
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1
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)
drawing no.
W98 --80
(sheet 7 of 8
WOOD WINDOWS & PATIO DOORS
MULLION DIMS. ADDED
1,
1 tt
1
r
■
• \\�� \•
■
1
11
11
W2
W1
MULLION GRAPH
15 20 25 30 35 40
AVERACE WIDTH - INCHES
D.L OPG.
1.687
WINDOW WIDTH
46
i
•
60
rol
a
Z P
CC
X t131
rn 0
n
O I--
am
,o
-
N
1
• criW. 1R t1N151
.656
000 -vn
X . • C
\.• C ��
/ �.
0
EXTERIOR
VERTICAL OR HORIZONTAL SECTION
ONE TAPCON ® SIDE OF JAMB
ME MI
t_i_i1
1U
MIMI EL!
IEEE=
=ward
d OEOIIETRIC SPANDREL v.
RADIUS
ANCHOR LOO CURVCC
IOC OY CICS CCNNCCTIONG
C11 3/16 TArCCN AT CA 5IOC OF MULL
RADANC•I
. .,,.,.,.
10 15 20 25 30 35 40 45 50
AVERAGE WIDTH - INCHES
1/2" X 1" CORRUGATED STAPLES
0 6" O.C.
D.L OPG.
WINDOW WIDTH
WINDOWS SIDE BY SIDE CONNECTIONS
THE CURVES ON THESE GRAPHS SHOWS MUWON LENGTHS
SEE SKETCH FOR REFERENCE
10
TWO TAPCONS ® EACH SIDE OF JAMB
15
20 25 30 35 42
AVERAGE WIDTH - INCHES
FOR IMPACT RATED PRODUCTS LIMIT MULLION OR ANCHOR LOAD CAPACITY TO 75 PSF
NODES
1. USE GRAPH ON THIS SHEET FOR SIDE BY SIDE CONNECTION
CAPACITY OF FIXED WINDOW MUWON.
2. FOR FIXED WINDOW CAPACITY SEE SHEET 1 AND 2.
3. USE SMALLER DESIGN LOAD CAPACITY OF 1 OR 2 ABOVE.
Engr. OR. HUMAYOUN FAR000
• STRUCTURES
F1.A. PE # 16557
4S
50
SEE SHEET 3
FOR ALT. SHAPES
AVG. WIDTH =
3
3/16" TAPCONS
Al 3" O.C.
1 -3/ 6" MIN. EMBED
1
on 2 AT EACH
SIDE Li JAMBS
3
ti
S
O
3/16" TAPCONS
1 -3/8" MIN. EMBED
1 OR 2 AT EACH SIDE OF JAMBS
WI +W2
2
MUWON LENGTH
TYPICAL ELEVATIONS
SIDE BY SIDE WINDOWS
SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
J
VT
BY
PROM C „O; OIV:S ON
BUILDING CODE COMPLIANCE Or
ACCEPTANCE NO yt 3 0 2.- o1
4
0
0
Z
0
W
X
Li
0
0
0
t0
0
Q
0
y
c
0
N
'
1
)
•
m
CA
0
0
O
U
0
0
0
O:
In
E
O c
)
0
a
0
H
a)
v
.a
b
0
N C
m
0
0
)
1
•
0
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• O I
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1
v
n
c
u
)
drawing no.
W98 --80
(sheet 7 of 8
WOOD WINDOWS & PATIO DOORS
MULLION DIMS. ADDED
STRUCTURAL CAPACITY - PSF
~ WINDOW SIZE
COMBINATION
W
L
Hl
H2
IA
1AX
17"
17'
30"
10.5'
1 00.0
100.0
UPTO
36"
94.0
100.0
17"
34'
48'
19"
77.2
100.0
60'
a O
d'
65.4
95.0
22'
76.8
72'
56.8
82.5
30'
71.8
100.0
36'
64.4
93.5
20'
40'
48'
22'
53.4
77.5
60'
48"
45.6
66.2
65.0
72'
39.7
57.7
24"
48"
30'
26•
46.3
67.3
36'
41.8
60.8
STRUCTURAL CAPACITY - PSF
WINDOW SIZE
COMBINATION
W
L
Hl
H2
IA
1AX
17"
17'
30"
10.5'
100.0
100.0
UPTO
30'
36'
a O
d'
40"
48'
22'
76.8
100.0
60"
72"
30"
36'
48
48"
26'
44.7
65.0
60"
72'
N
x
AWNING
FIX. CASEMENT
OPER. CASEMENT
WINDOWS
MULLION LENGTH
FIXED PICTURE
WINDOW 2.125 -1
COMBINATION 'IA'
OPTIDNAL
RECT. SHAPE
x
L
MULLION LENGTH
FOR IMPACT RATED PRODUCTS LIMIT MTJLLION OR ANCHOR LOAD CAPACITY TO 75 PSF
FIXED PICTURE
WINDOW 1.687 -1
COMPONENTS OF LOWER WINDOWS
NOT INCLUDED IN AWNING
COMBINED PROPERTIES FIX. CASEMENT
OPER. CASEMENT
WINDOWS
COMBINATION 'lAX'
Engr. DR. HUMAYOUN FAROOO
STRUCTURES •
FIA. PE # 16557 •
#8 X 3 -1/2" SMS
1 -1/4" MIN_ WOOD EMBED
2 ABOVE & 2 BELOW TRANSOM
FIXED PICTURE
WINDOW -
AWNING
FIX. CASEMENT
OPER. CASEMENT
WINDOWS
WOOD BUCK BY OTHERS
MULLION ANCHOR DETAIL
APPROVED AS COMPLYING WITH TIE
SOUTH FLORIDA BUILDING CODE
DA
BY
PROD) COi T EL DiViS,ON
BUILDING CODE COMPLIANCE OFFIO
ACCEPTANCE NO v t) 1
N
O
co
N
N
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00 X
(0 4
oz *
J i
J h
O C/1 CO
O
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0
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8
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drawing no.
W98 -80
sheet 8 of 8
'CAR CLAD' WOOD FIXED WINDOW
WOOD WINDOWS & PATIO DOORS
(305) 262-6978
MULLION DIMS. ADDED
16:31 MAY 27, 1999 ID: PGT INDUSTRIES
MtAAAt-0ADE
Approved: 05/20 /1999
PRODUCT CONTROL NOTICE OF ACCEPTANCE
The expense of such testing will be incurred by the manufacturer.
Acceptance No.:99- 0204.03
Expires:05/20/2002 ✓
Internet mail address: postertaster ngbuildietcodeoaliae.com
TEL NO: (941) 480 -1900 '430200 PAGE: 2/7
MIAMI -DADE COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMTLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET. SUITE 1603
MIAMI. FLORIDA 33130-1563
(305) 375 -2901 FAX (303) 375-2908
PGT Industries CONTRACTOR LICENSING SECTION
1070 Technology Drive t305> 375-2527 FAx (305) 375.2558
Nokomis FL 34274 CONTRACTOR ENFORCEMENT SECTION
(305) 375 -2966 FAX (305) 375 -2908
PRODUCT CONTROL DIVISION
Your application for Product Approval of: (305) 375-2902 FAX (305) 372.6339
Series NS 710 Aluminum Horizontal Sliding Window - Impact Resistant ✓
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at anytime from a jobsite or manufacturer's plant for quality control testing.
If this product or material fails to per-form in the approved manner, BCCO may revoke, modify, or suspcnd
the use of such product or material irrmediately. BCCO reserves the right to revoke this approval, if it is
determined BCCO that this product or material fails to meet the requirements of the South Florida Building
Code.
Raul Rodriguez
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONnITIONS
BUILDING CODE & PRCJUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by thc-BCCO and approved by the Building Code
and Product Review Committee to be used in Dade County, Florida under the conditions set forth above.
rancisco • uintana, R.A.
Director
1 of 3 Miami -Dade County
Building Code Compliance Office
Homepage: 6ttp : / /www.bulldiaREodeoel.lae.com
16:32 MAY 27, 1999 ID: PGT INDUSTRIES
•
TEL No: (941) 480 -1900 .430200 PAGE: 3/7
PGT Industries ACCEPTANCE No.:
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This approves an aluminum horizontal sliding window, as described in Section 2 of this Notice o
Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition fo,
Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC
Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series HS 710 Aluminum Horizontal Sliding Window - Impact Resistant and its
components shall be constructed in strict compliance with the following documents: Drawing No
4112, titled "Impact Horizontal Sliding Window (XO)" Sheets 1 through 3 of 3 dated 2/16/98,
revised on 129/99, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County
Product Control approval stamp with the Notice of Acceptance number and approval date by the
Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as
the approved drawings.
3. LIMITATIONS
3.1 This approval applies to single unit applications only, as shown in approved drawings.
6. BUILDING PERtilIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified ir. Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South Florida Building Code
(SFBC) in order to properly evaluate the installation of this system.
99- 0204.03
MAY 2 0 1999
MAY 2 0 2002
4. INSTALLATION
4.1 The aluminum horizontal sliding window and its components shall be installed in strict compliance
with the approved drawings.
4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane
protection system.
5. LABELING
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ".
2 of 3
Manuel P rez, P.E. Product Cont
Product .. ;oI Division
xarn:ner
16:32 MAY 27. 1999 ID: PGT INDUSTRIES
TEL N0: (941) 480 -1900
+30200 PAGE: 4?
PGT Industries ACCEPTANCE No.: 99- 0204.03
• APPROVED MAY 2 n 10J
EXPIRES MAY 2 0 2002
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documentation, including test supporting data, engineering documents, er-
no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state,
and the following statement: "Miarni -Dade County Product Control Approved ", or as specifically
stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes;
b) The product is no longer the same product (identical) as the one originally approved;
e) If the Acceptance holder has not complied with all the requirements of this acceptance, including
the correct installation of the product;
d) The engineer who originally prepared, signed and sealed the required documentation initially
submitted is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this office.
S. Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process.,
b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other
purpose. -
6. The Notice of Acceptance 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 Notice of
Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shz21'.
be provided to the uscr by the manufacturer or its distributors and shall be available for inspection at
the job site at all time. The engineer need not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages 1, 2 and this la t .age 3.
Manuel 'erez, P.E. Product Contr
Product ontrol Division
END OF THIS ACCEPTANCE
3 of 3
I
WIN
w
1.) aAzxrC: 5 /t6(..13o) i uaw/ED w/WTERL YER
(1 /e Ak1'd AL£D /.090 FILM/ 1 /8" APPEALED)
?� R,ADONS XOoraX
3. GE'SCH PPjSSURE RAMC:
+75 PSf -75 PSF.
4.) ANCHORS:
LAX 6 J /4" FROM EACH CORI40? #*Ao & SILL)
IMX 6 3 /8" FROM EACH COM40? (ALMS)
2 ANON 4" APART, 4' FROM EACH liarlINC RAC
1i4X SPAC&C AT $C40 t SnL: 1 5.000
14.0 S>'AC VG AT .1044105": 12300
.) SNUTT RFUURE71ENT:
NO 9MITrrrRS R£CXARED
6) RenRoksce TEST REPORT: (71.-196'9
1
R
MAX OW COgrrug
N.. How • su
L IMPA T
4.000 ---
74.000
t
4.000
ELEVATION
ITEM
1 FL/VICE FRAME JA I6 Alva 1. 6063 - T5
2 FIXED MEE7INC RAIL Alum 6063 -T5
3 SASH MEEDNG RAIL Num. 606 T53
4 SASH SID RAIL Alum. 6C63 - T5
5 ; GLAZING 8040
6 WINOLOVID ADAPTER Alum. 6063 -T5
7 FIANCE FRAME HEAD Alum. 6063
8 FIANCE FRAME SILL Alum. 6063 -T5 612238 1
FRAME SILL ADAPTER Alvin. 6063 -T5 612239 1
10 SASH TJP BOT. PAIL Alum. 6063 -T5 612240 2
11 SCREED' RETAINER Alum. 6063 -T5 6532377 1
12 5 16 1.350 W MONSANTO INTERLAYER 2
13 5/16' (350 W /OUPONT In(TERLAYER
14 MITI - LIFT CHANNEL (Alum. 6063-T5) 612244 1 0 midspon of vent)
15 110 x 1.000 Ph. FI. SUS
16 16 x 1. 000 PH. PAN SMS
17 WEA]HEr?STR/P, THIN WALL BULB
18750o PHIL. f7 SUS
19 J8 x 1.000 PHIL P.H. SMS
20 SWEEP LATCH
21 WEEP I
22 WEEP : y AP
23 ROLLER HOUSING
24 BRASS WHEELS
25 WEATHERSTRIP - PIL.E\FIN :;EAL
26 SIL ICON
27 WEATHERSTRIP BULB V1Nl Z
r 12 t/2'
w..c. oft cOira+
fmp. ;
6 3/a
,z,7277/io
&SCRIPT10h
Alum. 606.1-T5
Yorwlow Net.:
0. B.
D. 8.
V. T. if
612225 / 2
612228 1
612229 1
612230 -1
(1 •r./L0O AT10 4
6534571 .8
612236 1 Yif midspan of frame
612237 1
2
71 OX 1 4 Windlood Adapter screws)
76X 1 PPA 2 for anti -lift channel)
VINYL 6TP247 8 (1 per Glazing Bead
7856.4 2 Sweep Latch screws)
4 (when using 2 Seep Latches)
781 PGA 22 Frame/Vent ossy. screws)
71096 1 11.5` from ends - vent mtg. rail)
2 if height is >= 42
70250 3 1 Omids.on ®4 fro ends
70251 3 1 Omidspon 2 1 4 from ends
2 A co. end of vent top rail)
7BRWHL2 4 2 per Roller Housing)
61062W 2 Ovent top/bot roils & mtg. rail,
62899
6TP249 _ 1 &O ven jamb rod)
err. ♦ 11 0416.....
AL UMAX
ALUMAX
ALUMAX
ALUMAX
ALUMAX
ALUMAX
AL UMAX
AL UMAX
AL UMAX
AL UMAX
ALUMAX
H.P.G.
H.P.G
AL AMAX
FASTEC
2/16/98
/29/99
s� -- P.O. BOX 1529
N. T.S. NOKOMIS, a. 34274 rE3
VEx00R
MERCHANTS FASTENER
TEAM PLASTICS TP -247
MERCHANTS FASTENER
MERCHANTS FASTENER
MASTER TOO(
MASTER TOOL
MASTER TOOL
VINYL TECH/P. G. T.
SCHLEGEL CORP.
DOW CORNING
TEAM PUS nCS
er
• pp Y �.
Mire( 1 .DikriA itU 1C.K Cfl 'f
v ANCE Sf f ltt
✓£NUOR
AF -12225
AF -12228
AF -12229
AF -12230
AF -534571
AF -12236
AF -12237
AF -12238
AF -122J9
AF-12240
- 532377
AF -12244
MINIATURE DIE CASTING PGT.214.XX
7 -1110 -250
7-M10-251
70312
F57826 -187
--� 899
TP -2 49
/ P rtessr # LA SStechndo
4 710 1 SECT. 1 -9\wPt 1 d 3
tarcsiptharc
IMPACT HORIZONTAL SLIDING WINDOW (XO)
T 4 112
f
ROUGH
OPENING
.500
63.000
EXTERIOR
ROUGH
OPENING
2.710
2.710
VERTICAL SECI70N
f
2.094
.500
} INTERIOR
ROUGH
OPENING
2.784
5
1/8 Mn.
.090 kite-Aver
• 1/8 Mn.
GLAZING OPTION:
W IN s TERLAYER
1
"Xe/.14
/ �9 rJ
r
HORIZONTAL _SECTION
Omen fir D.B.
R.•w.! .r.
74.000
216/
1/29/99
2X
2.643
.-- 7go.:
.705
•
1
EXTERIOR
2.784
r -- -500
INTERIOR
ROUGH
OPENING
tPPAQV D AS CrACKYrttG WIN NI
SOUTH RiltcDt a RIM CGGE
dr
moo •• QQ
tui OOGE QptttiM CE Orna
'carted ID 11 -0266 p;
H
I 71 I ' " SECT. j 2 • 3
Ot
SECT. VIEWS - IMPACT NOR. SLIDER (xo)
P.O. BOX 1529 "s:
NOKOMIS, FL. 34274 8 4112 I A
1
1/4 TAPCON
PER ANCHOR
CALCULATIONS
.250 M.4X
•,t • .
TVP";1
112 PANHEAD
PER ANCHOR
CALCULATIONS
.250 MAX
0.8.
R••:s.[ Rr
D.B.
TYP. 1A U9
TrP_ JAMB
OPPF^tt'[D A; CO3ItytnC WaH THE
S0+110 FORM £UrtO(MG COO£
o_
Rm 11;SC4
3UI:DittC CM cow; ACE *TICE
4Cankt . .2:L?-
... P.O. BOX 1529
N. T. S, NOKOMIS, FL. 34274
of
4112
/LL SS
■•••■• •• • limos ....r..
I 1 O �� ANCH. I sN'" 3 .r 3
j1 6/98 TYPICAL HORIZONTAL. ROLLER ANCHORAGE
1� 29 99 ( / " TAPCON /OR 112 PANHEAD)
Jhores9Inage
F L O R I D A
PLANNING BOARD AGENDA OF March 19, 1998 ITEM NO. 4
Name of Owner /Applicant Greg Nichols Phone No. 758 - 3365
Name of Architect/Contractor
Germain Awnings Co.
Address of Property, and/or Legal Description 440 N. E. 92nd Street
Nature of Request Approval of an awning extending over the front door and two
adjoining windows projecting 6'3" away from the building.
Present Zoning R - 20
Area of Present Building
Area of Proposed Addition
Total Area
Parking Spaces Provided
Parking Spaces Required with Addition
Setbacks as per Code : Front Side Rear
Setbacks Provided : Front Side Rear
Variances/ZoningChange See Section 225 (f) and Section 509 (attached) .
Council Action Required No
Planning Board Action
Council Action
Director of Building and Zoning
Phone No. 751 - 4963
—J
0
•
•
• TJ
fi
J
4
3
0
( 9 500 • •
S•>'>: 9 •
• cr r1
-0
0
0
• • CS •
,01•1 %
wt .... c:.
d ••■ r
_ • ",) ' • - .1 L..1 , ,;
0 r
• 0 ' _r
ip
44
pL - - 0 7sil- i
v j
u}
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Cr
- 9,1 ( 9-11 lia3 Ili
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4
1 96 •L.Z I
10
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- 43 Skis
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•
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of too/
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v
y 7.
iN.T0 eaN
zit CoL.) c
V Co14 `yB}c
Gip*. TD
'%l 1L : 1.. A S PF12-
1 + ; y O rJ
42Ac)l MbNT. 47 Toe 9r fo7Tow!
x �/ a 446. STGqz • /'LATE V(z)..- 54 5 6
S Lre e I4NcI1a1 L.J /z.' MIN. mina
c, TO.
•
2.For 1/2'0 use 3 /4'sq.
•3.For 3/4'0 use 1'sq.
4.For 1'0 use 1- 1 /4'sq.
S.For 1 -1/4'0 use 1- 1 /2'sq.
6.For 1 - 1/2'0 use I- 3 /4's
7.For 2'¢ use 2'sq.
2 — 6 40)6 (r; r
SQUARE TUBING- ALLIED 50/55 M /GATORSNIELD'
Substitute Sizes!
§ 225
(f) Metal or fabric roofs are permitted to cover porches, patios
and carports in residential districts, providing.
(1) The structure is located in the rear of the building and
shall be situated so that it is between the prolonga-
tions of the sidelines thereof and;
(2) The metal or fabric roof material shall be colored by a
factory process and shall be harmonious in color with
the main building, and
(3) The area covered by the metal or fabric roof shall not
exceed fifteen (15) percent of the ground area of the
main building, or, a maximum of three hundred (300)
square feet, whichever is greater.
Section 509. [Projection of canopies, open balconies, etc.]
Canopies, open balconies, pivoted cr casement sash, cornices,
:.
eaves and similar architectural features may project:
(a) Not more than forty -eight (48) inches into any front yard
when not Less than eight (8) feet of clear headroom is
provided under such projection.
(b) Not more than thirty -six (36) inches into any side or rear
yard when not less than seven (7) feet of clear headroom is
provided under such projection.
Owner's
Name and Address ‘ ' y. / I_�
Name and address of licensed contractor _ _____
New Building
To be constructed of
STATE OF FLORIDA,
COUNTY OF DADE. j ss.
Chairman
Member
Member
Council Approved
MIAMI SHORES VILLAGE
Remodeling
Date
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Villago, Florida, and all provisions of the Law. of the State of Florida, all ordinances of Miami Shores Village rnd all rules and
regulations of the Building Division of Miam' Shores Village sh..11 be complied with whether herein specifie4 not. A cope of approved
plans and specifications must be kept at building during progress of the work.
Date - - -
t _c U - `o1� _ _ _ _ No.- /__ 0 ___ Street_i_v E _
Registered Architect and /or Engineer C _ t Jae v _
Location and legal description of lot to be built on:
Lot Block
Street and Number where work is to be done q ° - AT. 2 5
State work to be done and purpose of building (by floprs) _ ____. _ . 1 _I___/ L CQ. ( - ve.
ING BOARD _
Subdivision____________ `_)1 Aka"
Addition
Kind of foundation
Date / - _3 - C.7
p e- - nom'
and for no other purpose.
Repairs No. of Stories
Roof Covering
Amount of Permit $
plan Cubage
Size of Building Lot
Estimated Total cost of improvements $ J'30 ® 0
Zone cubage required_
Distance to next nearest building
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcgntractors, on work to be performed under this
permit, as are licensed by Miami Shores Village.
Remarks (Signed) -' _ _ 471
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
and who, being by me first duly sworn, upon oath deposes and says that he is the .
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No v-.erj C==
Disapproved _
( Signed)
Building Inspector
Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
My Commission Expires
DATE
Member __ .. _
Member
Member
Date Disapproved
to me well known,
__" Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Date — ,/
, 19- ��
Owner's Name and Address No. Street .....
Registered Architect and /or Engineer
Name and address of licensed contractor
Location and legal description of lot to be built on:
Lot Block Subdivision
•
Street and Number where work is to be done / -
State work to be done and purpose of building (by floors) 1
,- and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories
To be constructed of Kind of foundation Roof Covering
/ po
Estimated Total cost of improvements $ Amount of Permit $ 1 `
Zone cubage required plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building perinit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this
permit, as are licensed by Miami Shores Village.
Remarks (Signed)
STATE OF FLORIDA,
COUNTY OF DADE. Ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
and who, bein • by me first duly sworn, upon oath deposes and says that he is the
of the above d cribed struction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him .tated etrup. n
Permit No ������! - Date_ -_, _ 1/l /1 o1-'' c'. Read, Sworn to and Subscribed before me.
Disa proved
(Signed)
N
Date__ /
Build Inspector
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
s C0
to me well known,
Notary Public, State of Florida
My Commission Expires
PLANNING BOARD DATE
Chairman Member
Member Member
Member Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
r
Permit No
STATE OF FLORIDA, , 1
COUNTY OF DADE:
ss.
MIAMI SHORES VILLAGE
ELECTRICAL INSPECTION DEPARTMENT
APPLICATION FOR ELECTRICAL PERMIT
1% ��� ✓��^,G; :jig
Service Underground Size Feeders Conduit Main Sw
Type of Installation — Conduit Tubing B.X.L
Amount of Permit $
My Commission Expires
(Signed)... h
Date.
The undersigned applicant for this building permit does hereby certify that he understands and a
labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws
has complied with the provisions thereof, and will require similar compliance from all contractors or
work to be performed under this permit; and will post or cause to be posted for inspection on the site
as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to
licensed by Miami Shores Village.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths
Application is hereby Fade for the approval of the detailed statement of the plans and specifications h4with submitted for the building or other
structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida,
and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division
of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at
building during progress of work.
Owner's Name and Address 4 ��� ' i �;Cj'o
Registered Architect and /or Engineer
Employing Electrician's Name
Location and Legal Description Lot Block
%G
Street
Subdivision
Street ...G l
Street and Number where work is to be performed —No Street
State work to be performed and purpose of building (By Floods
New Building Remodeling Addition Repairs No. of Stories
Amps Main Fuses Amps
Metal Moulding
(Signed)
Electrical Inspector
ccepts his obligations as an employer of
of Florida Permanent Supplement, and
sub - contractors employed by him in the
of the work such public notice or notices
be performed under this permit, as are
Notary Public, State of Florida
Master Electrician.
and take acknowledgments, personally
appeared
to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
NOTE: A re-inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty
materialG and /or workmanship.
SWITCH
OUTLETS
LIGHT
OUTLETS
PLUG
RECE'P'T'S
FIXTURES
NO. LAMPS
REFRIO.
OUTLET
IRON
OUTLET
RANGE
OUTLET
RANGE
CONN.
WATER
HEATER
W. HEAT.
CONN.
SPACE
HEATER
STRIP
HEATER
TOTAL
CONTR.
L
,..
CHECK
�_ --
'' - --
-
C 1 7
ENT.
SW.
DIST.
CAB.
SERVICE
TEMP.
SERVICE
PERM.
MOTORS
0.1 HP
MOTORS
1.3 HP
N EON
TRANS.
RADIO
TOTAL
CONTR.
LIST
CHECK
r
Permit No
STATE OF FLORIDA, , 1
COUNTY OF DADE:
ss.
MIAMI SHORES VILLAGE
ELECTRICAL INSPECTION DEPARTMENT
APPLICATION FOR ELECTRICAL PERMIT
1% ��� ✓��^,G; :jig
Service Underground Size Feeders Conduit Main Sw
Type of Installation — Conduit Tubing B.X.L
Amount of Permit $
My Commission Expires
(Signed)... h
Date.
The undersigned applicant for this building permit does hereby certify that he understands and a
labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws
has complied with the provisions thereof, and will require similar compliance from all contractors or
work to be performed under this permit; and will post or cause to be posted for inspection on the site
as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to
licensed by Miami Shores Village.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths
Application is hereby Fade for the approval of the detailed statement of the plans and specifications h4with submitted for the building or other
structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida,
and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division
of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at
building during progress of work.
Owner's Name and Address 4 ��� ' i �;Cj'o
Registered Architect and /or Engineer
Employing Electrician's Name
Location and Legal Description Lot Block
%G
Street
Subdivision
Street ...G l
Street and Number where work is to be performed —No Street
State work to be performed and purpose of building (By Floods
New Building Remodeling Addition Repairs No. of Stories
Amps Main Fuses Amps
Metal Moulding
(Signed)
Electrical Inspector
ccepts his obligations as an employer of
of Florida Permanent Supplement, and
sub - contractors employed by him in the
of the work such public notice or notices
be performed under this permit, as are
Notary Public, State of Florida
Master Electrician.
and take acknowledgments, personally
appeared
to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
NOTE: A re-inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty
materialG and /or workmanship.
Mi 0AMB SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Date ,
C.-} Owner's Name and Address � ' '{ z vt,lT6?Li,4 -t»' -- N '/ 4 ) 0 S ( r 1 Arse" -
Registered Architect and /or Engineer
Name and address of licensed contractor
Location and legal description of lot to be built on:
Lot Block ''t- )) ``�� T: O Subdivisipn "� p Q
Street and Number where work is to be done .-- ....._ : Q ✓L �,�� �•2- !"_i:____..� —t �._- __- ..__
State work to be done and purpose of Building (by floors)..._ -2L ` -LL x € . -__ s2--t &:
-w-1 4 ,,,,,-k..."_ a
Permit No
Disapproved
(Signed)
Building Inspec or
Date
1 and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories
To be constructed of Kind of foundation Roof Covering
Estimated Total cost of improvements $ Amount of Permit $,
Zone cubage required Plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work , be„ performed ynder this
permit, as are licensed by Miami Shores Village.
Remarks (Signed)//*
STATE OF FLORIDA,
COUNTY OF DADE. j ss. -
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
5-3 7 / Read, Sworn to and Subscribed before me.
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
3 f Date
Notary Public, State of Florida
My Commission Expires
PLANNING BOARD DATE
Chairman Member
Member Member
Member ..._ . Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.