1908 Holly Ave; 17-2231; WINDOW1U1.2omi
Job Address:
Parcel ID:
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: - Q25 J
Documented Construction Value: $
S a",I-, R . 3 V-)/Historic District: Yes No E
Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: \`tee p\ G c 2 O 1 ot- w i Aoto w W `t ram' W W`\ -xA0 w Plan
Review Contact Person: Title: Phone:
40 330- 4738 Fax: V7 330-6-6 Z Email: ryr nr a`an+on u nss or A r. cu, Property
Owner Information Name
Street:
City,
State Zip:`_ Phone:
1w 2y7 Resident
of.prQperty? ontractor
Information Name
Nn/A /1 aL 66S5 CoMno"V J:-ftc Street:
3.o S" S Pang rK e%-fib A, e City,
State Zip: Scy7o--1 I L . 32-27 Name: Street:
City,
St,
Zip: Bonding Company:
Address: Phone7-
3
30 7 38 Fax: k-7 —
33 a /S-02- State License No.:
Su 131 (S f 388 Architect/Engineer Information
Phone: Fax- E-
mail:
Mortgage
Lender: Address:
WARNING TO
OWNER:
YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED
ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is
hereby
made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to
the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction.
I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters,
tanks, and air conditioners, etc. FBC 105.3
Shall be inscribed with the date of application and the Revised: June 30,
201 in effect as
of that date: _5`h Edition (2014) Florida Building Code Pennit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits reiuired from other-goveminentai entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done,m compliance with all applicable laws regulating construction and zoning.
16W k' oelz'bll IZ-?l 9 A 7
Signature of Owner/Agent Date Kignature of Contractor/Agent Date
W UA I L I C/ f ` ryn in D . a IgokOt ! Sl ,• P J c4
Print wrier/Ag t;sr4me Print Contractor/Agent's N me
1 / S — ko.& -'l F-1-7-
Sigma e of otary-State of Florida Date
SUSAN KOKE
NOTARY PUBLIC
STATE OF FLORIDA
Comn* FF122116
Owner/Agent is PeSiaynlown8to Me or
Produced ID Type of ID pJ:'-
Signature of Notary -State of Florida Date
SUSAN KOKE
NOTARY PUBLIC
STATE OF FLORIDA
Comrrd/ FF122116
Expires 7/27/2018
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
of Heads
UTILITIES:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: f=, E 5 . t"1
Revised: June 30, 2015 f' '
Pennit Application
REQUIRED INSPECTION SEQUENCE
bra Z
BuILIDING PERMIT
Min Maxi Inns ection Descn i tion
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
Address: 14 ,n Sc c _ (4n t,c -'I
ELECTRICALPERMIT Min
Maxi ICns ection Descri Lion Electric
Underground Footer /
Slab Steel Bond Electric
Rough T.
U.G. Pre -
Power Final Electric
Final r
adrraal
s'``'..
ro t :.
w,?F p•.A' ; ..",: M1a F Min
Maxi tion Descri tion Plumbing
Underground Plumbing
Sewer Plumbing
Tub Set Plumbing
Final Min
I Maxi Min
I Maxi r
Mechanical
Roug Mechanical
Final Gas
Unde Gas
Roug Gas
Final REVISEID:
June 2014
V_, and 1 Co parry, Inc_
305 South Palmetto Avenue Sanford, FL 32771
407-330-4738 Fax 407-322-5273
State License: SCC131151388
Name / Address:
Wyoming Properties LLC
Shawn O'Malley
Customer Phone:
Salesperson: Rich
Ship To:
1908 S. Holly Ave.
Sanford, FL 32771
Date Estimate #
7/12/2017 22146
612-247-1627 Project / Job: 1908 S. Holly Ave.
Description Cost.Per Unit Total
Furnish and install 580.00
PGT HR210 Series Aluminum Horizontal Sliding Window, White finish
with Clear Insulated glass.
1 @60"x36"
Price includes: Permit & inspection.
Exclusions: Removal of old window, Repair of Paint or drywall.
d X 1 S DpeA.rnj 10 %t UY.c
1 P
Sales Tax: (0.0%) 0.00
WE ARE PLEASED TO SUBMIT THIS QUOTATION FOR YOUR
CONSIDERATION. THIS QUOTATION IS VALID FOR 30 DAYS AND Total Quote: $580.00
SUBJECT TO CHANGE WITHOUT NOTICE.
Salesperson: Rich Florida State License# SCC13115.1388
E-mail: salesi diaffiondglassco ny.com Web Site: www.diamondglasscompany.com
Accepted By: O Date: f 7%13I
City of Sanford
Doors -Windows Application Checklist
D
All permit application packages must be complete prior to acceptance. You must check each box to the
left or indicate n/a on this submittal. A complete application package shall include the following:
All permit applications must be complete prior to acceptance. A complete application shall include the
following:
wiBuilding
Permit Application completed, signed and notarized. Application must include correct address and
complete parcel I.D. number. Copy
of a contract, signed by the contractor and the property owner, indicating the documented construction
value Copy
of applicable contractor's license issued by the State of Florida (if the contractor is the applicant).
A
site specific notarized power of attorney shall be required from the licensed contractor if he/
she appoints an employee of his/her company to sign the permit application as the contractor. 044k—
Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford
as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (
must be submitted with each application if contractor is the applicant). Completed
and signed Owner Builder Statement / Affidavit (if the owner is the applicant). Two (
2) copies of the floor plan indicating size, type and location of windows/doors. Completed
and signed Statewide Product Approval Specification Form. Two (
2) copies of the manufacturer's installation instructions. Contact
Person information entered in Naviline? Application
forms stamped received and initialed These
guidelines were compiled to assist the applicant in preparing a windows / doors permit application and may
not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Revised:
February 2015
SCPA Parcel View: 36-19-30-520-0000-1510 ' Page 1 of 2
CFA
11P RPP
se o cx c cou nv. w
Parcel Information
Property Record Card
Parcel: 36-19-30-520-0000-1510
Owner: WYOMING PROPERTIES LLC
Property Address: 1908 HOLLY AVE SANFORD, FL 32771-1178
Value Summary
Parcel 36-19-30-520-0000-1510
Owner WYOMING PROPERTIES LLC
Property Address 1908 HOLLY AVE SANFORD, FL 32771-1178
Mailing PO BOX 530104 ORLANDO, FL 32853
Subdivision Name PINEHURST
Tax District S1-SANFORD
DOR Use Code 01-SINGLE FAMILY
Exemptions
Legal Description
LOT 151
PINEHURST
PB3PG71
Taxes
2017 Working
Values
2016 Certified
Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 38,592 36,875
Depreciated EXFT Value
Land Value (Market) 12,555 8,789
Land Value Ag
Just/Market Value" 51,147 45,664
Portability Adj
Save Our Homes Adj 0 0
Amendment 1 Adj 917 0
P&G Adj 0 0
Assessed Value 50,230 45,664
Tax Amount without SOH: $915.00
2016 Tax Bill Amount $915.00
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
City Sanford 50,230 0 1 $50,230
Schools 51,147 0
Y m
51,147
County Bonds 50,230 0 50,230
SJWM(Saint Johns Water Management) 50,230 0 50,230
County General Fund 50,230 0 50,230
Sales
Description Date Book Page Amount Qualified Vac/Imp
WARRANTY DEED 10/1/2015 08561 0349 65,000 Yes Improved
WARRANTY DEED 10/1/1984 01585 0827 35,000 No Improved
QUIT CLAIM DEED 6/1/1984 01585 0826 100 No Improved
WARRANTY DEED 4/1/1982 at387 0745 28,500
1
Yes Improved
nrtxd rG'm;'('aD9z: SSlt3
Land
Method Frontage Depth Units Units Price Land Value
FRONT FOOT & DEPTH 54.00 125.001 01 $250.00 12,555
Building Information
I Description I Year Built I Fixtures I Bed I Bath I Base Area I Total SF I Living SF I Ext Wall ( Adj Value ( Repl Value I Appendages
Actual/Effective
1 1951 1 31 3 j 101 1,3241 1,6641 1,3241 1 $38,592 1 $77,183 Description Area
http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=36193052000001510 7/20/2017
SCPA Parcel View: 36-19-30-520-0000-1510 Page 2 of 2
SINGLE ` P
FAMILY —
I I 1 B OCK
CARPORT
1
340.00
UNFINISHED
Permits
Permit # Description Agency Amount CO Date Permit Date
01215 ADDITION - RESIDENTIAL I SANFORD 2,000 1 5/1/2002
Extra Features
Description Year Built Units Value New Cost
No Extra Features
http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=36193052000001510 7/20/2017
Detail by Entity Name Page 1 of 2
Florida Deoarlment of State
Dlviwtruj
W1 Jf rlid : fflls 9f F/uI/!/!! 1v 1l-Tile
Department of State I Division of Corporations / Search Records / Detail By Document Number /
Detail by Entity Name
Florida Limited Liability Company
WYOMING PROPERTIES LLC
Filing Information
Document Number L01000005569
FEI/EIN Number 94-3414510
Date Filed 04/10/2001
State FL
Status ACTIVE
Principal Address
6413 PINE CASTLE BLVD UNIT #2
ORLANDO; FL 32809
Changed: 01 /14/2009
Mailing Address
PO BOX 530104
ORLANDO, FL 32853
Changed: 09/12/2007
Registered Agent Name & Address
JOSEPH E. SEAGLE, PA
914 WEST COLONIAL DRIVE
ORLANDO. FL 32804
Name Changed: 04/30/2008
Address Changed: 04/30/2008
Authorized Person(s) Detail
Name & Address
Title MGRM
O'MALLEY, SHAWN W
PO BOX 530104
ORLANDO, FL 32853
Annual Reports
Report Year Filed Date
2015 04/12/2015
DIVISION OF CORPORATIONS
11
http://search. sunbiz.org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 7/20/2017
r Detail by Entity Name Page 2 of 2
2016 04/28/2016
2017 03/27/2017
Document Images
03/27/2017 -- ANNUAL REPORT View image in PDF format
04/28/2016 -- ANNUAL REPORT View image in PDF format
04/12/2015 — ANNUAL REPORT View image in PDF format
04/23/2014 --ANNUAL REPORT View image in PDF format
04/21/2013 -- ANNUAL REPORT View image in PDF format
04/22/2012 --ANNUAL REPORT View image in PDF format
03/27/2011 --ANNUAL REPORT View image in PDF format
04/30/2010 —ANNUAL REPORT View image in PDF format
01/14/2009 -- ANNUAL REPORT View image in PDF format
04/30/2008 --ANNUAL REPORT View image in PDF format
09/12/2007 —ANNUAL REPORT View image in PDF format
04/30/2006 — ANNUAL REPORT View image in PDF format
07/16/2005 — ANNUAL REPORT F View image in PDF format
01/22/2004 --ANNUAL REPORT View image in PDF format
06/24/2003 —ANNUAL REPORT View image in PDF format
04/04/2003 — ANNUAL REPORT View image in PDF format
09/29/2002 — ANNUAL REPORT View image in PDF format
04/10/2001 -- Florida Limited Liabilites View image in PDF format
Florida Department of State, Division of Corporations
http://search. sunbiz. org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 7/20/2017
4;"
RECORD COPY
M IAM M:DE NIIAMI-DARE COUNTY
e 11no PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "HR-210" Aluminum Horizontal Rolling Window - N.I.
APPROVAL DOCUMENT: Drawing No. MD-HR210-01 titled "Horizontal Roller Window Details",
sheets 1 through 8 of 8, dated 12/01/11, with revision B dated 05/05/15, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control
Section.
MISSILE IMPACT RATING: None.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
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 revises and renews NOA# 15-0609.05 and consists of this page 1 and evidence pages E-1 and
E-2, as well as approval document mentioned above.
The submitted dnmimentatinn was reviewed by Mannel Perez P-E.
A PERMIT Iffl_ I UAND NOLICENSETO
AUTHORI ' TER OR S
ASIDE ANY OF THE PROVISIONS OF THE TECHNI PAt
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVEt
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
R EWED POR O COMPUANCE
PLANS EXAMINER
1 7 - 2 2 3 1
NOA No. 16-0629.02
Expiration Date: April 05, 2022
Approval Date- 4, 2016
ge 1
A"
RTi,,n,FN
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
Submitted under NOA No. 11-1201.04)
2. Drawing No. NM-B R210-01 titled "Horizontal Roller Window Details", sheets 1
through 8 of 8, dated 12/01/11, with revision B dated 05/05/15, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Durasealo spacer system, Super Spacer NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum horizontal
sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-6657 and FTL-6658, dated 10/17/11 and 10A 8/11 respectively, and addendum
letters for each dated 03/22/12, all signed and sealed by Marlin D. Brinson, P.E.
Submitted under NOA No.11-1201.04)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5a'
Edition (2014), dated 05/29/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
Submitted underprevious NOA No.15-0609.05)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
E - I
Manuel P ez, P.E.
Product Contro E aminer
NOA No. 0629.02
Expiration Date: April 05, 2022
Approval Date: August 04, 2016
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010 and FBC-5'h Edition
2014), dated May 26, 2015, issued by manufacturer, signed and sealed by Anthony
Lynn Miller, P.E.
Submitted under previous NOA No. 15-0609. 05)
2. Statement letter of no financial interest, dated May 26, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
Submitted under previous NOA No.15-0609.05)
3. Laboratory compliance letter for Test Reports No. FTL-6657 and FTL-6658, issued
by Fenestration Testing Laboratory, Inc., dated 10/17/11 and 10/18/11 respectively,
both signed and sealed by Marlin D. Brinson, P.E.
Submitted under NOA No. 11-120L 04)
4. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0609.05, issued to PGT Industries, Inc. for their Series
HR-210" Aluminum Horizontal Sliding Window - N.I., approved on 08/13/15 and
expiring on 04/05/17.
Manuel Per E.
Product Control Ex ner
NOA No, 16-0629.02
Expiration Date: April 05, 2022
Approval Date: August 04, 2016
E-2
GENERAL NOTES: SERIES 210 NON -IMPACT
HORIZONTAL ROLLER WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE
HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS
REGIONS.
3) FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY
MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS
USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER
ANCHOR TYPE, SEE TABLE 1, SHEET 1.
4) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED
1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X
ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL
BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF RECORD.
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS
SPECIFIED ON TABLE 1, SHEET 1. NARROW JOINT SEALANT IS USED ON
ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD
BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS
BEYOND THE SCOPE OF THESE INSTRUCTIONS.
6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE
PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF
TRANSFERRING APPLIED LOADS. SHIM TO BE NO MORE THAN 114"
THICK. WOOD BUCKS. BY OTHERS, MUST BE SUFFICIENTLY ANCHORED
TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
7)DESIGN PRESSURES:
A) NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST 7
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. HEI
B) POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,
STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER
ASTM E1300.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO
RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN
PRESSURE. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN
THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS
USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION
RESISTANCE,
9) REFERENCES: TEST REPORTS FTL-6657 & 6658; ELCO ULTRACON
NOR; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD
CONSTRUCTION AND ADM. ALUMINUM DESIGN MANUAL
10) THE 210 SERIES HORIZONTAL ROLLER WINDOW WAS FORMERLY
KNOWN AS THE 201 SERIES.
DESIGN PRESSURE RATING IMPACT RATING
VARIES,
SEE SHEETS 3 & 4
NOT RATED FOR
IMPACT RESISTANCE
STANDARDS USED:
a2014 FLORIDA BUILDING CODE (FBC), STH DITION
aASTM E1300-04
ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL, ADM-2010
eAISI-S100-07/S2-2010
A
63"
HEIGHT
62"
BUCK
HEIGHT
A SHEETS
5&6
ALWAYS SEE NOTE A, SEE NOTES B & C,
B 3-3/16'
REQUIRED THIS SHEET THIS SHEET
3'
CORNERS
TYP. XOX (1/4-1/2-1/4) ELEVATION
1LV—1. -
119" BUCK WIDTH
FB
SHEETS
5&6
SASH
VISIBLE
FIXED
VISIBLE a
LIGHT 1VV/ LIGHT
I 26-8/18' 563/1 FIXED
SASH EVISIBLE LIGHT
VISIBLE ]
LIGHT I
74" WIDTH
3" BUCK WIDTH
e SHEETS
686
33HT
71'
BUCK
HEIGHT I
65.7/W
SASH
VISIBLE
LIGHT
67-118'
FIXED
VISIBLEILIGHT
j
j
33.9(16'
SASH
33.8/16"
I FIXED
VISIBLE
LIGHT
VISIBLE
I LIGHT
ALWAYS 3"
REQUIRED SEE NOTE D, THIS SHEET
CORNERS
TYP. XO ELEVATION (OX S
ELEVATIONS .................................... 1
ANCHOR SPECIFICATIONS............1
ANCHOR SPACING/QUANTITIES... 2
DESIGN PRESSURES, XO/OX........ 3
DESIGN PRESSURES, XOX............ 4
INSTALLATION, STD MR ................. 5
INSTALLATION, HD MR ................... 6
GLAZING DETAILS .......................... 7
CORNER ASSEMBLY ...................... 7
EXTRUSION PROFILES .................. 8
PARTS LIST ..................................... 8
pc SHEETS
5&6
r -- 3-3/16"
TABLE 1:
90" WIDTH
89' BUCK WIDTH
B SHEETS
586
I _1 -
2r,=- I --- --- 1,` FIXED
A SHEETSAVISIBLE —I /
LIGHT / 5 & 6
HEIGHT SASH FIXED
VISIBLE VISIBLE
I a
62"
LIGHT "'VVV LIGHT
BUCK !
HEIGHT 126.7/16"
SASH
1 VISIBLE
LIGHT rK
ALWAYS SEE NOTE N
REQUIRED THIS SHEET I
L--..- _
3"
18'
0 CORNERS SEE NOTES
B & C. THIS SHEET
TYP. XOX (1/3-1/3-1/3) ELEVATION
Anchor Anchor
Anchor Substrate
Min. Edge
Distance
Min.
Embedment
A 1U" Steel
acon
Hollow Block, (ASTIu1 C90) 2-10 1-1W
B
012 Steel
SMS (G5) or
912 41 O SS
SMS
P.T. Southern Pine (SG = .55) 9/16" 1-3/8"
I A36 Steel, .125" min 3/8' Min. of 3 threads
beyond metal
substrate
A653 Stud, Gr. 33, 0.0346" min. (20 Ga) 3/8"
Akaninum, 60B3-T5, .125" min. 318"
E
1/4" Steel
Utlacon
Concrete (min. 2.9 ksi) 1" 1-3/8"
Gnwted-filled Block, (ASTM C90) 2-1/2" 1-3/4"
1/4" 410 SS
CreteFlex
Concrete (min. 3.4 ksi) 1" 1-3/4"
Hollow Block, (ASTM C90) 13/4" 1-1/4"
I MA Y
L10E/y
A
FlpR10A.-•'- 2
I, 01VAL ENG\
llllllt\1
A. LYNN MILLER, P.E
P.E.a 58705
WEEPHOLE NOTES. (SEE WEEPHOLE DETAILS, SHEET 7 OF 8):
A. REQUIRED IF WINDOW WIDTH IS OVER 67".
B. REQUIRED IF WINDOW WIDTH IS OVER 45" AND UP TO 67.
C. REQUIRED IF WINDOW WIDTH IS OVER 89'.
D. REQUIRED IF WINDOW WIDTH IS OVER 45". PRODUCT REVISED
av camplyio4 with Ore Florida
n:Ice No 16"o6't.02
ralinn Date Q
R.10W By: Dots: Rsvtdon: -
JR 05/05/16 B) ADDED SPACERS TO BySHEET8. Miarnl
RaW-d By. Data. ReWeion:
Ormm By:
GENERAL NOTES & ELEVATION J ROSOWSKI
1070 TECHNOLOGY DRIVE TIN& Data-
N. VENICE. FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11P.O. BOX 1529
NOKOMIS, FL 34274 Sarl-/tyad.L Scds: Shed:
CERT. OF AM. #29296 HR-210 NTS 1 1 OF 8 MD-HR210-01 6
IANCHOR ON 1
EACH
SIDE OF ANCHOR
AT CORNER
THE
MEETING RAIL
MIN.
3 ANCHORS
IN JAMB
FOR WINDOWS
UP TO
44', MIN. 4 ANCHORS
IN JAMB
FOR WINDOWS
OVER
44" 1
ANCHOR AT CORNER
6"
MAX. j
1
ANCHOR ON 1
EACH
SIDE OF ANCHOR
AT THE MEETING CORNER
RAIL MIN.
3 ANCHORS
IN JAMB
FOR 17"
MAX. O.C. FOR WINDOWS
OF WINDOWS
UP TO 63" TO
44-, MIN. 4 TALL,
20' MAX. O.C. ANCHORS
IN FOR
WINDOWS OVER 63" JAMB
FOR WINDOWS
OVER
44" 6"
MAX, 6' MAX. FROM CENTER
OF MEETING
RAIL (X2) ANCHORAGE
FOR ALL XO/OX CONFIGURATIONS 1
1
ANCHOR ON ANCHOR i ANCHOR ON 1
ANCHOR AT EACH
SIDE OF AT EACH SIDE OF 1
ANCHOR AT I CORNERTHE
MEETING FIXED THE MEETING CORNER
1
RAILLITERAIL MIN.
3 ANCHORS
IN JAMB
FOR WINDOWS
UP TO
44-, MIN. 4 ANCHORS
IN JAMB
FOR WINDOWS
OVER
44" 6"
MAX. —+ rt
6'
MAX I
J
17"
M, O.
0 6
MAX f-
i cone I [- --
MEETING RAIL (X2) ANCHORAGE
FOR ALL XOX (1/3-1/3-1/3) CONFIGURATIONS UAW,
UI VAM X.
SEE
TABLE 2, THIS
SHEET, FOR 1 ANCHOR ON ANCHOR
EACH SIDE OF QUANTITIES
THE MEETING RAIL
1
ANCHOR AT CORNER
6"
MAX IJ
I1r
I
O.0 a
L 6" AX iMEETING
RAIL ANCHORAGE
FOR ALL XOX (1/4-1/2-1/4) CONFIGURATIONS TAR[
F 9- FRAME
TYPE
FRAME
WIDTH
FRAME
HEIGHT 38,
W 44' rs„ ANCHOR
GROUP ANCHOR GROUP ANCHOR GROUP ANCHOR GROUP A
B T C A B C A B C A I B C 53-
1/8' 1 1 1 1 1 1 1 1 1 1 1 1 74"
2 2 1 1 2 1 1 1 1 1 1 1 STANDARD
Rom" 2 2 2 2 2 1 1 2 1 1 1 1 MEETING
RAIL
97' 2 3 2 2 2 2 2 2 1 1 1 1 109"
3 3 2 2 3 2 2 2 2 1 2 1 120"
3 3 3 3 3 2 2 2 2 2 2 1 HEAVY
53-
1/8" 1 1 1 1 1 1 1 1 1 1 1 1 74"
2 2 1 2 2 1 2 2 1 1 1 1 DUTY
W. 2 2 2 2 2 2 2 2 2 2 2 1 MEETING
RAIL
9T'
2 3 2 2 3 2 2 2 2 2 2 2 109"
3 3 2 3 3 3 3 3 2 2 2 2 120'
3 4 3 3 4 3 3 3 3 2 2 2 XO,
OX & XOX: EGRESS
HEIGHT: (WH - 4.5/8 XO &
OX: EGRESS
WIDTH: (WW/2.3.1/2) XOX (
11442a/4): EGRESS
WIDTH: (WW/4-2-5/16) XOX (
1/3-V3-113): EGRESS
WIDTH: (WW/3-6) X.
XO,
OX & XOX: SASH
VISIBLE LIGHT HEIGHT: (WH - 6418) FIXED
VISIBLE LIGHT HEIGHT: -4.718 XO &
OX: SASH &
FIXED VISIBLE LIGHT WIDTH: 12-3-7/16 XOX (
114-112.1/4): SASH
VISIBLE LIGHT WIDTH: (WW/4-3-7/16) FIXED
VISIBLE LIGHT WIDTH: (WW/2-3-13116) XOX (t/
3-tYJ-1/3): SASH & FIXED
VISIBLE LIGHT WIDTH: (W W/3 - 3.9M6) PRODUCT REVISED
SEE TABLE
1, SHEET 1 FOR ANCHOR GROUP DESCRIPTIONS. as -.plying "^th tke F odh Building Cade
Aocepuooe Ak.
11G-O Exp;rel'
1) 2 Ravited By;
0otr. ReNseon: BY M'
Prodne-
F Rerteed W.
Date: Rwielan; f ( tik^=
ANCHOR
SPACING &
QUANTITIES aa[m
8Y J ROSOWSKI
1070 TECHNOLOGY
DRIVE 7We: N. VENICE,
FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11 P.O.
BOX 1529 A. LYNN
MILLER P.E. P.E.#
58705 NOKOMIS; FL
34274 yam ; HR-210
yy; NTS
Shoat:
2
OF
8 Dyywlny No.
MD-HR210-
01 Rev; B
CEW.
OF
AUTH. J29298
OR Ox
CONFIGURATIONS MAXIMUM DESIGN PRESSURE RATING (psl)
FRAME
WIDTH
GLASS
TYPE
STANDARD MEETING RAIL HEAVY DUTY MEETING RAIL
FRAME HEIGHT FRAME HEIGHT
383/8" 44" 505/8" 63" 38-318" 44" 50518" 63" 72•
Glass 1 55.0/-90.0 55.0/•90.0 55.0/-86.9 55.01-67.9 55.0/-90.0 55.0/90.0 55.01-86.9 55.0/-67.9 NA
26.1/2" Glass 2 & 3 55.0/-90.0 55.01-90.0 55.0/-90.0 55.0/-90.0 55.0/-90.0 55.0/90.0 55.0/-90.0 55.0/90.0 55.0/-90.0
Glass 4 & 5 55.0/-90.0 55.0/40.0 55.01.90.0 55.01-90.0 55.01-90.0 5&0V490.0 55,01-90.0 55.0/410.0 55.01-90.0
Glass 1 55.01-73.5 55.0/-61.2 55.0/56.0 49-71-49.7 55.01-73.5 55.0/-61.2 55.0/-%.0 49.71-49.7 NA
37" Glass 2 & 3 1+55.0/-67.5
55.0/ 90.0 55.0190.0 55.0/-87.2 55.0/-67.2 55,01-90.0 55.0/-90.0 55.0/-9D.0 55.01-90.0 55.0/-77.9
Glass 4 & 5 55.0/90.0 55-0190.0 55.0190.0 55.01-84.0 55,0/90.0 55.0/-90.0 55.0/90.0 55.0/-90.0 55.0/-78.1
Glass 1 53.7153.7 44.6/-44.6 35.5/35.5 55.0/57.5 53.7153.7 44.61-44.6 35.5135.5 NA
Glass 2 55.0/90.0 55.0190.0 55.0/-75.0 55,0/57.1 55.01-90.0 55.01.90.0 55.0/-89.2 55.0/ 77.2 55.0/-65.8
45"
Glass 3 55.0/-90.0 55.01.90.0 55.0/-75.0 55.0/-57.1 55.01-90.0 55.0190.0 55.0/30.3 55.0/-63.9 55.01-57.1
Glass 4 & 5 55.01-90.0 55.0190.0 55.0/-90.0 55.0/-71.4 55.0190.0 55.01-SU 55.0/90.0 55.0/-77.4 55.01-66.0
Glass 1 55.0/-66.0 53.1/.53.1 43.6143.6 32.3/-32.3 55.01-66.0 53.1/53.1 43.6/-43.6 32.3/32.3 NA
Glass 2 55.0190.0 55.0/-85.1 55.0/ 70.5 53.4153.4 55.0/90.0 55.01.88.9 55.0/-79.9 55.0/58.0 55.0/-61.3
49
Glass 3 55.0/-90.0 55.01-85.1 55.0/ 70.5 53.4/53.4 55.0/-90.0 55.0/90.0 55.0/-78.5 55.0f58.1 50.61-50.6
Glass 4 & 5 55.0&W.0 1 +55.0/-90.0 55.0/488.1 55.0/-66.7 55.01-90.0 55.0/50.0 55.01-90.0 55.0/-72.3 55.01-61.5
Glass 1 55.0/-63.7 52.4/52.4 43.51.43.5 31.21-31.2 55.01-63.7 52.4152.4 43.5/-43,5 31.2/31.2 NA
Glass 2 55,0/90.0 55.01-81.0 55,0/.66.7 50.2150.2 55.01-W.0 55.0/-85.0 55.0/-73.8 55.0/59.4 54.01-54.0
53-1/8
Glass 3 55.0190.0 55.0/-81.0 55.0/-66.7 50.2150.2 55.0/90.0 55.0(-90.0 55.0/-78.3 55.0/56.2 46.81-46.8
Glass 4 & 5 55.0/-90.0 55.0/90-0 55.0/-83.4 55.0/•52.7 55.0/-90.0 55.0/90.0 55.0/•68.0 55.0/57.4
Glass 1 55.0159.2 50.4/50.4 42.81-42.8 31.8/-31.8 0/59.2 50.4/50.4 42.81.42.8 31.8/31.8 NA
Glass 2 55.0&89.2 55.0/ 75.1 55.0161.1 45.41-45.4 0/59.2 55.0(-79.3 55.0/-67.2 51.0/51.0 44.0/- 4.0
61"
Glass 3 55.0/-90.0 55.01-75.1 55.0/51.1 45.41-45.4 r+
55.01-90.0
0/90.0 55.0/-90.0 55.0/-77.0 55.0/-57.2 46.4/-46.4
Glass 4 & 5 55.0/-90.0 55.0/-90.0 55.01-76.4 55.0156.7 0/90.0 55.0/90.0 55.0/-82.9 55.0/51.5 51.8/51.8
Glass 1 55.0/56.3 48.51-48.5 41.6/-41.6 32.0/-32.0 0/-W.3 48.5f48.5 41.6/-41.6 32.0/32.0 NA
Glass 2 55.0/-79.7 55.0/-72.5 55.0/58.5 43.01.43.0 55.0/-79.7 55.011-77.1 55.0/-65.2 49.3/-49.3 41.2/-41.2
66"
Glass 3 55.01-79.7 55.0/-72.5 55.0/58.5 43.01-43.0 55.0/-79.7 55.01-79.7 55.0/-74.9 55.0/57.6 47.0147.0
Glass 4 & 5 55.0/-79.7 55.01-79.7 55.01-73.1 53.8/53.8 55.0/-79.7 55.0/-79.7 55.01-79.3 55.0/58.3 48.9/48.9
Glass 1 51.1151.1 44.21.44.2 38.91-38.9 30.0/30.0 51.1/51.1 44.2J-44.2 38.9/-38.9 30,0/30.0 NA
Glass 2 55.01-6&5 55.0V•63.5 55.0155.3 40.01-30.0 55.0/53.5 55.01-63.5 55.0/-62.0 47.9/47.9 39.8/-39.8
74"
Glass 3 55.0/-63.5 55.01.63.5 65.0155.3 40.0/-40.0 55.0/-63.5 55.0/53.5 55.0/53.5 54.1/54.1 45.01-45.0
Glass 4 & 5 55.01.63.5 55.0/53.5 55.0/53.5 0/-50.0 55.0/53.5 55.0/-63.5 55.0/-63.5 54.2154.2 45.11-45.1
TARI F A -
Glass Types
1 1/8" Annealed
1/8" Tempered
2 3/16" Anneeled
114• Annealed
3 1/8" Annealed-1/4" Airspace•118" Anne"
Anneeled3/16" Airspace-11W Annealed
4 3/16" Tempered
1W Tempered11/8,
6
Tempered-1/4" Airspace-1/8" Tempered
3/16" Ternpere"16" Airspace-1/8- Tempered
NOTES:
1) USE THIS TABLE FOR ALL XO/OX WINDOWS PER
THE ELEVATION ON SHEET 1. DIMENSIONS SHOWN
ARE TIP -TO -TIP.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE
NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION
SHOWN ON THE TABLE,
3) DESIGN PRESSURES MAY BE INTERPOLATED
BETWEEN SIZES.
CONFIGURATIONS APPLICABLE TO THIS SHEET:
xO
PRODUCT REVISED
a camPip,*wAh eel Fkd&
awldmg Code ira' 9i
By
t ' . Prodwt
co
r
m
0
04 a
o
W
O
CO
O
O
z
O
M
X ui
uj WJ
o
F—
z
co
W
it
a Z o
z O
N
CV
o 1_
XOXCONFIGURATION MAXIMUM DESIGN PRESSURE RATING (psf).
FRAME
WIDTH
GLASS
TYPE
STANDARD MEETING RAIL HEAVY DUTY MEETING RAIL
FRAME HEIGHT FRAME HEIGHT
38-3/8" 44" 50-5/8" 63" 38318" 44" 50-5/8" 63"
Glass3 55,0/-90.0 55.0/-90.0 55.01-76.3 55.0/-59.2 55.0/-90.0 55.0/-90.0 55.0/-90.0 55.0/-78.9
z0
4g
5 55,0/-90.0 55.0/-90.0 55.01-89.1 55.0/59.1 55.0/-90.0 55.0/-90.0 55.0/-90.0 55.0/-90.0
3 55.0/-90.0 55.0/-84.7 55,01-71.4 55.01-55.1 55.0/-90.0 55.0/-90.0 5&0/-90.0 55.0/-73.5
53-1/9'
5 55.01-90.0 5&0/-90.0 55.0/-83.2 55.0/54.3 55.0/-90.0 55.0/-90.0 55.0/-90.0 55.0/-90.0
3 55.0/-90.0 55.0/-76.3 55.0/-63.9 49.0/49.0 55.0/-90.0 55-0/-90.0 55.0/-85.1 55.0/55.3
LL z 6T,
5 5&0/-90.0 55.0/-89.0 55.0/-74.5 55.0/-57.1 55.0/-90.0 55.0/-90.0 55,0/-90.0 55.01-84.5
8 3 55.0/-81A 55.0/56.8 55.0/-55.3 41.9/At9 55.0/-90.0 55.0/-88.9 55,0/-73.7 56.01-55.8
74„
Glass 4 & 5 55.0/-90.0 55.0/-77.9 55.01-64-5 48.at48.8 55.0/-90.0 5&01-90.0 55.0/-90.0 55.0t-72.2
85"
Glass 2 & 3 55.0/45-6 55.0/-61.5 50.41-50.4 37.7/-37.7 550/-90.0 55.0/-81.8 55.01-67.2 50.3/-50.3
Glass 4 & 5 55.0/-88.2 55.0/-71.7 55.0/58.8 44.0%14.0 55.0/-90.0 55.0/-90.0 55.0/-86.9 55.0/35.0
Glass 2 & 3 55.0/-73.8 55.0/-59.6 48.6/-48.6 36.2/-3&2 55.01-90.0 55.0/-79.5 55.0/-64.8 4&2/48.2
Glass 4 & 5 55.0/-86.1 55.0/59.6 55.0156.7 42.2/422 55.0/-90.0 55.01-90.0 55.01-83.9 55.0/-62A
53-1/8'
Glass 2 55.0/-90-0 55.01-79.5 55.0/56.4 50.8/50.8 55,0/-90.0 55.0/-85.0 55.01-73.8 55.0/-59.4
Glass 3 55.0/-90-0 55.01-79.5 55.0/56.4 50.8150.8 55.01-90.0 55.01-90.0 55.0/-78.3 55.0/56.2
Glass 4 & 5 55.0/-90.0 55.0/-90.0 55.0/-77.5 55.01-59,2 65.01-90.0 55.0/-90.0 55.01-90.0 55.0%87.5
ZO 74"
Glass 2 55.0/-80.4 55.0/-64.9 52.9/-52.9 39.31-39.3 55.0/-83.1 55.0t-72.8 55.0/-62.0 47.9/-47.9
Glass 3 55.0/-80.4 55.0/-64.9 52.91-52.9 39.3/39.3 66.0/-90.0 55.0/-79.6 55.0/-70.0 52.5/52.5
Glass 4 & 5 55.01-90.0 55.01-75.8 55.0/-61.8 45.91-45.9 55.0/-90.0 550/-90.0 55.0/-90.0 55.0/67.8
9Glass 2 55,0/-74.7 55.0/-61.2 49.1/-49.1 35.8/35.B 55.0/-74-7 55.0/-67,2 55.0/a8.9 46,81-46.8
0
U.
85" Glass 3 55.0/-771 55.0/-6t2 49.11-49.1 35.81-35.8 55.01-81.9 55.01-71.1 55.0/-62.8 47.8/47.8
Glass 4 & 5 55.01-90.0 55.0/-71.4 55.0/57.3 41.8/-41.8 55.0/-90.0 55.0/-90.0 55.01-84.6 55.01-61.8Oz
U
v
w
97"
Glass 2 55.0/-65.3 55.0/-58.8 46.3/-46.3 33.1/-33.1 55.0/-65.3 55.01-60.0 53.7/-53.7 43.9/-43.9
Glass 3 55.01-72.5 55.0/-58.8 46.3/-46.3 33.11-33.1 55.0/-72.5 55.0/-63.7 54.71-54.7 44.2/44.2
Glass 4 & 5 55.0/-87.0 55.0/58.6 54.1/-54A 38.7/-38.7 55.01-90.0 55.0/-90.0 55.0/-79.9 55.0/57.1
Glass 2 55.0/-56-7 53,4/53.4 44.7/-44.7 31.2/-31.2 55.0/-56,7 53.4/-53.4 48.4/-48.4 40.51-40.5
10T Glass 3 55.01-64.8 55.0/-55.8 44.7144.7 31.21-31.2 55.0/54.8 55.01-55.8 48.2/-48.2 39.6/39.6
Glass 4 & 5 55.0/-84.7 55.01.66.5 52.2/-52.2 36A/-36.4 55,01-90.0 55.0/-90.0 55.01-77.1 53.8/-53.8
Glass 2 49.7/-49.7 47.9/47.9 43.6/-43.6 30.01-30.0 49.7/49.7 47.9/-47.9 44.3/44.3 37.5/37.5
120" Glass 3 5&0/-57.6 51.11-51.1 43.6/-43.6 30.0/-30.0 55.0/57.6 51.1/-51:1 44.1/44.1 35.8/-35.8
Glass 4 & 5 55.0/-83.2 55.0/55.0 50.9150.9 35.0/-35.0 55,0/-90.0 55.0/-90.0 55.0/-75.2 1 +51.7/-51.7
TABLE &
Glass Types
2 3/16" Annealed
1/4" Annealed
3 t/Bd-1 " Annealed-1/4" Airspace-1/Er Annealed 3/
16" Armaled3/16" Aaspaccl/8" Annealed 4
3116' Tempered 1W
Tempered 5
11W' Tempered-1/4" Airspace-1/8" Tempered 3/
16" Tempered T16" Airspace-1/8" Tempered NOTES:
1)
USE THIS TABLE FOR ALL XOX WINDOWS PER THE
ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN
ARE TIP -TO -TIP. 2)
FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT
AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN
ON THE TABLE. 3)
DESIGN PRESSURES MAY BE INTERPOLATED BETWEEN
SIZES. CONFIGURATIONS
APPLICABLE TO THIS SHEET: a
a XOX (
1/4-1/2-1/4) PRODUCT
REVISED a,
complying with the Ftmida 13oildin9
Code - F.
ccaptmce No Z
ExpireiDaleBy
y' Dade R O
U)
C g
w a O
OD
0
Z_
w0 O
Z
LHLuIt
coN LLJJ
Qa
a Z
z
O
o
cV
F_
INSTALLATION OPTION 1
INSTALLATION ANCHORS INTO 2X WOOD.
OPTIONAL
OADDON—2XWOOD
EDGE
1 DISTANCE
FLANGE
HEAD.
SILL 8 JAMBS EDGE
DISTANCE
EMBED-
MET}NT
I
TYP. ANCHOR
1 TYPE, EMBEDMENT
AND EDGE —
DISTANCE PER1I1IISUBSTRATE, SEE
li Ili TABLE 1, SHEET 1.
FIXED
VISIBLE
LIGHT
HEIGHT
HEIGHT
BUCK
HEIGHT
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
EMBEDMENT
1/4' MAX
SHIM
v INSTALLATION
OPTION 2
INSTALLATION
ANCHORS DIRECTLY
INTO MASONRY.
SASH
VISIBLE
LIGHT
HEIGHT
ANDARD MEETING RAIL
F-
SASH I' O — VISIBLE
LIGHT
WIDTH
ti
FIXED
VISIBLE
24 LIGHT tt"
STANDARD
WIDTH
MEETING RAIL S EXTERIOR
V
BUCK WIDTH
TIP -TO -TIP WIDTH
HORIZONTAL SECTION A -A
1/4` MAX. SHIM
1X WOOD
TYP. ANCHOR TYPE, BUCKSTRIP,
EMBEDMENT AND EDGE SEE NOTE 2, CRCONCRETECONCRCMIJTHISDISTANCEPERSUBSTRATE, SHEET. OROR
SEE TABLE 1, SHEET 1.
PER
ANCHOR
REQUIRE-
MENT
X 10 y
SASH
VISIBLE
LIGHT EDGE
I
WIDTH
n.ie,nnnivvwv
70
IARD
VG RAIL
a
IXWOOD BUCK
DISTANCE
I
EMBED- .
MEW
I
INSTALLATION OPTION
3 I
INSTALLATION ANCHORS THROUGH
I BUCKSTRIP INTO
MASONRY. II!
I II 5 4
2X WOOD TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE IIIIIIItt12STEELDISTANCE
PER SUBSTRATE. QIljIIII ( SELF-0RILLING 10 x 11 Ij
Ij II SMS (G5), SEE TABLE — / SEE TABLE 1, SHEET 1. jl
Ij II 1,
SHEET 1. I
II II DADE APPROVED II
II II 32 MULLION, ALUMINUM, O III
j I 31
STEEL FRAMING OR STEEL SASH VISIBLE Ij
STUD. SEE SUBSTRATE LIGHT WIDTH ------------ ll
II PROPERTIES, TABLE 1, jl
4' CUT LENGTH SHEET 1. j 12
@ EACH MEETING
RAIL I EXTERIOR 25 I FIXED VISIBLE INSTALLATION
STANDARD 6 LIGHT
WIDTH INSTALLATION I
TYP. ANCHOR TYPE, OPTION 4 V MEETING RAIL EMBEDMENT
AND EDGE INSTALLATION OPTION
1 DISTANCE
PER BUCK
WIDTH INSTALLATION SUBSTRATE,
SEE ANCHORS
TIP -TO -TIP WIDTH ANCHORS INTO 2X TABLE
1, SHEET i. DIRECTLY
INTO WOOD. METAL.
HORIZONTAL SECTION C-C ixWOOD
BUCKSTRIP, NOTES:
IRODUCTREVISFD SEE NOTE
2. 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1 OF SHEET 1. FOLLOW EMBEDMENT AND EDGE as _mpiyms "haw Fknb THIS SHEET.
DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. Bwldm9 COS A-apmnto
No:G_d • 'Z 1/4'
MAX SHIM 2) ALL WOOD BUCKS LESS THAN 1-1/2' E4pilonm Date THICK ARE
TO BE CONSIDERED IX INSTALLATIONS. 1X
WOOD BUCKS ARE By CONCRETE PER
OPTIONAL. UNIT MAY BE INSTALLED kk ANCHOR DIRECTLYTOSUBSTRATE. WOOD BUCKS RWW"d W. Dote: REQUIREMENT 2X
ARE 1 1/2" THICK OR EXTERIOR DEPICTEDAS - GREATER. iXAND
2XBUCKS (WHEN USED) SHALL BE DESIGNED
TO PROPERLY vl' peaCripHem Dram By: INSTALLATION TRANSFER LOADS TO
THE STRUCTURE. INSTALLATION DETAILS, STD MR J ROSOWSKI VERTICAL SECTION B-B
OPTION WOOD BUCK DESIGN
AND
INSTALLATION IS THE RESPONSIBILITY OF
THE 1070 TECHNOLOGY DRNE TRb: Dote: INSTALLATION ANCHORS ENGINEER OR
ARCHITECT OF RECORD. N. VENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11 THROUGH IX BUCKSTRIP MAXIMUM
SHIM THICKNESS TO BE 1/4'. P.O. BOX 1529 INTO MASONRY. NOKOMIS, FL
34274 Sertee/Medet: Scale: SHset: Dlro" No. Rev; A. LYNN MILLER, P.
E CERT. OF AUiH. f29298
HR-210 NTS 5 OF 8 MD-HR210_0 B P.E.S 58705
INSTALLATION OPTION 1
CONCRETEICMU HEAVY DUTY MEETING RAIL 1X WOOD
INSTALLATION ANCHORS INTO 2X WOOD.
PER ANCHOR TYP. ANCHOR TYPE, - BUCKSTRIP,
CONCRETEREQUIREMENTEMBEDMENTANDEDGESEENOTE2,
OPTIONAL' 2X WOOD DISTANCE
EMBEDMENTEDGEDISTANCE PER SUBSTRATE, THIS SHEET. - PRRCMU
ADDOH 11 ANCHOR
FLANGE 1/4, MAX
SEE TABLE 1, SHEET 1.
REQUIRE-
SILL 8 JAM85 EDGE
SHIM 23 93 3p
90
t0
MENT
EMBED-
DISTANCE X S X
MENT
1 j 44
SASH •.
SASH O VISIBLE
TYR ANCHOR • VISIBLE - LIGHT EDGE
TYPE. EMBEDMENT I 57 LIGHT _ ___= WIDTH <• DISTANCE
AND EDGE I WIDTH .
DISTANCE PEP,
j! II SUBSTRATE, SEE 76
FIXED I 74
I I TABLE 1, SHEET 1.
BL
25 24 ,LIGHT 5
III 60 WIDTH EMBED-
IXWOOD MENT I
jl ill i 2t
INSTALLATION \\\ „-
11 !
II II _f-).. R
7
HEAVY DUTY HEAVY DUTY BUCK
INSTALLATION
FIXED
II III !I OPTION
2 \ ' MEETING RAIL MEETING RAIL VISIBLE
II III it INSTALLATION BUCK WIDTH OPTION
3 I!
111 ANCHORS DIRECTLY INSTALLATION ANCHORS LIGHT
Ii !I !I INTO MASONRY. TIP -
TO -TIP WIDTH THROUGH
1XBUCKSTRfP HEIGHT
i
SASH HORIZONTAL SECTION A -A INTO MASONRY. III
I! II VISIBLE TIP-
TO-TIP 1!'
j I LIGHT —{ 1/4" MAX. SHIM - II
II ! HEIGHT 1!
I I! !I #12 STEEL 5
4
2X WOOD TYP.
ANCHOR TYPE, HEIGHT
O !II II II X SELF -DRILLING 10 11 _ EMBEDMENT
AND EDGE III
I I SMS (G5), SEE TABLE x DISTANCE PER SUBSTRATE, II
I' ii SEE
TABLE I, SHEET 1. SHEET
i. II
W14"
CUT DADE
APPROVED MULLION,
ALUMINUM, IO STEEL
FRAMING OR STEELSASH VISIBLESTUD. SEESUBSTRATE { LIGHT WIDTH7 IlLENGTHPROPERTIES, TABLE I, SHEETi. ACH
EXTERIOR
I FIXED VISIBLE I 3ETINGRAIL25IIINSTALLATIONrLIGHrwIDTHINSTALLATION NCHOR
TYPE, OPTION 4 V HEAVY
DUTY 7 OPTION 1 EMBEDMENT
AND EDGE INSTALLATION MEETING RAIL INSTALLATION
j2IDISTANCEPERANCHORSSUBSTRATE,
SEE DIRECTLYINTO
ANCHORS
INTO 2X 29
TABLE 1, SHEET 1. M.
BUCK WIDTH WOOD. j
I I 1XWOOD NOTES: TIP -
TO -TIP WIDTH BUCKSTRIP,
1) USE ONLY SUBSTRATE -APPROPRIATE PRODUCT RE MUSED SEE
NOTE 2, ANCHORS LISTED ON TABLE 1 OF SHEET 1. .scamolYlaB FImi 1a THIS
SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE HORIZONTAL SECTION C-C - aa;ldmgcoda 1/
4" MAX SHIM LIMITS. ANY INSTALLATION OPTION SHOWN - AP MAY
BE USED ON ANY SIDE OF THE WINDOW. RsdssO gy; pis; Reviafort: D,
Dne L'L 1X
WOOD - - • • 2) ALL WOOD BUCKS LESS THAN 1-1IY THICK BY
M
Peod tk ARE
TO BE CONSIDERED 1X INSTALLATIONS. 1X - Raviaa0 W. lots: Rsrtsiwr; BUCKCONCRETEPERWOOD
BUCKS ARE OPTIONAL. UNIT MAY BE EXTERIOR
REQAU R MENT '. INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 1-1/2"THICK OR r-
INSTALLATION
SHALL -BE DESIGNAND 2X ED
PROPERLYCKS (MEN _(.,.- INSTALLATION DETAILS, HD MR J ROSOWSKI SHALL
BE DESIGNED TO PROPERLY TRANSFER OPTION
3 LOADS TO THE STRUCTURE. WOOD BUCK 1070 TECHNOLOGY DRIVE 7#N: pate; VERTICAL
SECTION B-B INSTALLATION ANCHORS DESIGN AND INSTALLATION IS THE N. VENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11 THROUGH
1X BUCKSTRIP RESPONSIBILITY OF THE ENGINEER OR P.O. BOX 1529 INTO
MASONRY. ARCHITECT OF RECORD. MAXIMUM SHIM NOKOMIS, FL 34274 y N;; Shoat; - pwwing No, Rsr. THICKNESS
TO BE 1/4". A. LYNN MILLER P.E. CERT.
OF AUTH. 29296 HR-210 NTS 6 OF 8 MD-HR210-01 B P.
E.# 68705
1/8"ANNEALEDOR _ oRODUCTREVISM
TEMPERED GLASS If as ca"plyins with dM Hai&
1
8
1 1, fluddin6 Code
40
40
E pi mion Date
i /(}/
t2
382"MIN. j1 B9.
27
GLASS BITE I: tvt:ary adc Ra&ict
81
e
8 29
10
1!8" GLAZING DETAIL m
o
3/16" ANNEALED OR 1/4' ANNEALED OR 0cf) (n
4
g 26
TEMPERED GLASS TEMPERED GLASS 0S
i j c w e coJ Q cY
a
3 12 55 Ijl 91
58 -'il 92 Q WLLIg= _
4 11
i .382"MIN. ji .382"MIN.4- 40GLASS
BITE I GLASS BITEco
81LL8111
O3/16" GLAZING DETAIL 1/4"GLAZING DETAILWJz2emO F-
e FRAME SASH 40 MEETING i GLASS STACK LJ h Z
i 14' AIRSPACE V!
zs CORNERS CORNERS RAIL 1/8'ANNEALEDOR
1/8"ANNEALED OR QTEMPEREDGLASSi
TEMPERED GLASS it Z
ASSEMBLY DETAILS ltl O (V
57 j.I
93
y g zcrS
382" MIN. j I $ g
GLASS BITE it ii asF O_
11 C) SILL ADAPTER
81 (
WY
0-63
1/2" I.G. GLAZING DETAILS
3 3
114"AIRSPACE!L%
y=.
Y
1/2"MIN. Fa
2 GLASS STACK
o= _
330" 3/18' AIRSPACE
250„ -
3/16' ANNEALED OR
1/8' ANNEALED dtIIITEMPEREDGLASS
O O + .415"
TEMPERED GLASS
57
r-
WEEPHOLES .
382'MIN.
I IIGLASSBITEj ....... .
t.6om / .. -
WEEPHOLE DETAILS
so r>3/IOSILLSHOWNWITHOUTWEEPHOLECOVERS. 1/2" LG. GLAZING DETAIL
SEE SHEET 1 FOR QUANTITY AND SPACING - , -
3l16' AIRSPACE
A. LYNN MILLER; P.E
P.E.# 58705
TABLE 7:
Item Dwg # Part # Description Material
1 215B 6215W Frame Head 6063-T6
2 264 6264W Frame Sill 6083-T5
3 205 62658W Sill Adapter 6063-TB
4 218A 6218W Frame Jamb (Fixed) 6063-TB
5 219 61088W Frame Jamb (Operable) 6063-T5
8 2208 6220W Fixed Meeting Rah 8063•T6
7 297 6267W HwW Duty Fixed Meeting Rail 6063-TB
8 223A 6223W Sash Top & Bottom Rag 6063-T6
9 223A 8223W Sash Bottom Rag 6D0&TB
10 2218 62218W Sash Side Rail 6063-TB
11 222 6222W Sash MeetingRail 80ti3-TB
12 270 627OW Dogbone Reinforcement 6083-T6
13 2785 62785W Sash Stop BD63-T5
20 40BO 740WBK Meeting Rail S Latch PI Rigid PVC
21 242 42105W ISash Top Guide (Antl-rack) Rigid PVC
22 227 42114W End Cap RBgk1 PVC
23 1213 SQ200K 19W X.200' O-Ion Wstp. (Frame) Flex PVC 70
24 4066 6406BG 187- X 230" Fin Wetp.
25" 1003C 66MK Bulb Vinyl WSW (Sash) Flex PVC 70
26 275C 70275CK Frame Sill Gasket Polyethylene
27 273A 70273AK Frame bead Gasket Polyethylene
28 280 70280BK Sash Gaskets Polyethylene
29 7HRKITW Weephole Corer Plastic
30 1096 71096W Sweep Latch Cast Lno
31 225 42112N Roller Housing & Gulde Vinyl
32 226 78RWHL2 Roller Brass
40 1155 781POA 98 X 1" QUAD Pn SMS Steel
41 1155.1 781 PDX 8 X 1" Sq. Pn. SMS 41O SS
42 781PSTX 8 X 1" Sq. Pn. Twin Fast SMS 41O SS
43 7SX38PSA 08X.375' Sq. Pn. SMS Steel
44 1016 7858WW 8X.625" Ph. FI. SMS Steel
50 1265.3 712(3531K Setting Block 3132' X 1/4" X 1" EPDM
51 1267 71297N Setting Bock 1!8" X 11r X 1" EPDM
54 1625 61625W 1!8" Bead Aluminum
55 2719 65016W 3l16" Bead Aluminum
56 1263 65133W 114" Bead Aluminum
57 1253 6Vf48W I.G. Bead Rigid PVC
70 1014 61014FW Screen Frame Aluminum
71 1631 47041 W I Screen Comer Key No Ring Vinyl
72 1630 47042W Screen Comer Key w6h Ring Vinyl
73 320 7320SPNG Screen Spring Spring Steel
74 1824 61624K Screen Spline - .135' Dia. Foam Rubber
75 IW5 61MK Screen Splirw - .135" Dia. Had Rubber
78 Screen Cloth Fiberglass
80 134 66615W Add -on Flat (Optional) 8083-TB
81 Dow Coming 899 Silicone Glazing Sealam or Equixt
90 1!8' Annealed or Tempered Glass
91 3116" Annealed or Tempered Glass
92 1/4" Anr)eeled orTempered Glass
93 1/8% 1/4' Air - 1/e" An. or Temp. I.G.
94 1/8'- 3/16' Air - 3/16- An. or Temp. I.G.
Part# Description Material
60 Kommeding 4SG TPS Spacer System
61 ` Quanex Super Spacer nXR with Hot Melt Butyl
Seethe
Sheet for
Materials62QlanexDuraaealSpacer
63 Cadral)L Edge Spacer
KCYtKtNl:t ICJI Kt/'1.1K1 J: rllorlr,wwueary
SILICONE F.— 2.0io•
675•
STRUCTURALPOLYI1/4' NOM. uq0• I ' '
WITH
OBUMEN
as2-
I WITHDESICCANTexT.
cLAss KODISPACE
050
2.
62-r 0
4SG TPS 062 Zr 2u, j2.twr
INT.
GLASS 1 .
Dso• —yr— 06r
oar ALUMINUM
O FRAME HEAD O FRAME SILL O SILL ADAPTER O FRAME JAMB (FIXED) REINFORCEMENT606346ALUMINUM6068-T5 ALUMINUM WW6 T6 ALUMINUM 6N3-TO ALUMINUM 5l16"
NOM. 1.54r --•1 t te6r BUM
8 DESICCANT
T FOAM
61
DURASEAL® ( "
EXT.
GLASS 8SPACER .067 2.
2)r ,.sax —,;
2.0IV 1w
I
INT. GLASS 1.
mm vaex^ 1_ — 1 HOT -
MELT BUM O FRAME JAMB (OPERABLE) O FIXED MEETING RAIL OHO FIXED MEETING RAIL O SASH TOP & BOTTOM RAIL STRUCTURAL600J5ALUMINUM6/61TS ALUMINUM 6063-TO ALUMINUM 60fibT6 ALLMNUM SILIFOAM /-
3/16"NOM. WITH
r— t615• 11411
DESICCANT
SUPER°
B3' _ EXT.
cuss SPACER@ NXTT" U ,.
457•
cT—
oarIJ
INT.
GLASS 1 '
10
SASH SIDE 0633T6
ALUMIXNUM "SASM
MEETING 606376AALUMINUMIL12 6063ONE REINFORCEMENT T6 ALUMINUMPOLYISO- DESICCANT
FILL AREA .{ BUMENE '" I
SEAL 5l1G
NOM. _
T .ao•
j+
1.
1ar ROLL -FORMED
SILICONE SEAL ,
Tar I °SD' L STAINLESS
STEEL
XL EDGETm .
060• -1 EXT.GLASS
OSPACER ,3 SASHSTOP OADDON FLANGE PRODUCT REVISED 6063-TS
ALULUMINUM 6063T6 ALUMINUM ;aeemplyirg U'itl1*e FkAidA Building Cade
A—ptwm
No Icras • L .rQ AmuDamrrF
ON......NN/
Re"rad BY ADDED SPACERS
By C1LENs •• (!_ JR
05/05/16 INT.GLASS•'
R `:'f RMnd
W. Dab: Abride"r: No.58705
V : / 1 . — ®
tlow Draw^ 8Y 30, s
l6:' vBOM & PART DETAILS
J ROSOWSKI tc •;cIORIDA•.•• 2:
1070 TECHNOUM DRNE III* Dab: I,;sS oNA
ENC2, N. X ,52s275
HORIZONTAL ROLLER WINDOW DETAILS 12/01/11 1 1 1
1 )1 M NOKOMS, FL 34274 Swrrro/ifodad: Siofx S7"seC A. LYNN MILLER
P.E. PEN 68705 u
r OF AUTH #29296 HR-210 NTS 9187 8 MD-
HR210-
01 B
W, f,•
AN-
yr' _i f t I .• 3 `:' y+p .
J
N
lik
1