110 Sabal Palm Ct - BR17-002864 - WINDOWSd
CITY OF SANFORD
7 y BUILDING & FIRE PREVENTION
PERMIT APPLICATION
D P 211 i
I Application No:
umented Construction Value: $ 7,066
Job Address: 110 SABAL PALM CT SANFORD, FL 32773 Historic District: Yes No Sf
Parcel ID: 02-20-30-5GJ-0000-0630 Residential &f Commercial
Type of Work: New Addition Alteration Repair 9DemoE1 Change of Use Move
Description of Work: REPLACE 5 WINDOWS W/NON-IMPACT. SIZE FOR SIZE.
Plan Review Contact Person: LINA Title: PERMIT MANAGER
Phone: 954-7924415x243 Fax: 407-4728380 Email: permits@fhaproducts.com
Property Owner Information
Name BONES DOMINGO & JANITSA Phone:
Street: 110 SABAL PALM CT Resident of property? : OWNER
City, State Zip: SANFORD, FL 32773
Contractor Information
Name FLORIDA HOME -IMPROVEMENT ASSOC.
Street: 3044 SW 42 ST_
City, State Zip: HOLLYWOOD, FL. 33312
Phone: 954-7924415
Fax: 407-4728380
State License No.: CGC061890
Architect/Engineer Information
Name: N/A Phone:
Street: N/A
City, St, Zip: N/A
Bonding Company: N/A
Address: N/A
Fax: N/A
E-mail: N/A
Mortgage Lender: N/A
Address: N/A
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAVING 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. 1 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 code in effect as of that date: 5” Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements ofthis permit, there may be additional restrictions applicable to this property that may be
found in the public records ofthis county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner ofthe property ofthe requirements ofFlorida Lien Law, FS 713.
The City of Sanford requires payment ofa plan review fee at the time ofpermit 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 ofthe 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 in compliance with all applicable laws regulating construction and zoning.
C4 (I-7 lF7
Si of Owner/Agent Date fSignat o t r ge Date
Owner/Agent's
H090 n
Print
Signat. of of Florida Da 10 Signature of otary State of Florida
A MARTINEZ' o F1onda MARTINEZ•COLLAZOAR01NStateFond
2:
P.aYoJB'` OmmbtExPgg52:
N_ .............
INmA
sbsliiocn1a
PyNotaNotaryry
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S;
olresAssn. 23, 202 0coon,\Day Comm. ExPe al NotaryAssn. Owner/Agent is 1 groo4ir Contracto' cfffi(Artfl t Produced ID ` Produced I Permits Required: Building
Electrical Mechanical PlumbingQ Gas
Roof [] Construction Type: Occupancy Use: Total Sq Ft
of Bldg: Min. Occupancy
Load: New Construction: Electric - # of Amps. Fire Sprinkler
Permit: Yes No # of Heads
APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Flood Zone:
of Stories:
Plumbing - #
of
Fixtures,
Fire Alarm
Permit: Yes
No WASTE WATER:
or FIRE: BUILDING: iE io •
t7 Revised:
June
30, 2015 Pemut Application
8/23/2017 SCPA Parcel View: 02-20-30-5GJ-0000-0630
Property Record Card
Parcel: 02-20-30-5GJ-0000-0630
Owner: BONES DOMINGO & JANITSA
Property Address: 110 SABAL PALM CT SANFORD, FL 32773
Parcel Information
Parcel 02-20-30-5GJ-0000-0630
Owner BONES DOMINGO & JANITSA
Property Address 110 SABAL PALM CT SANFORD, FL 32773
Mailing 110 SABAL PALM CT SANFORD, FL 32773-
Subdivision Name HIDDEN LAKE VILLAS PH 3
Tax District S1-SANFORD
DOR Use Code 0103-TOWNHOME
Exemptions
Legal Description
LOT 63
HIDDEN LAKE VILLAS PH 3
PB 28 PGS 3 TO 6
Taxes
Value Summary
2017 Working
Values
2016 Certified
Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 74,786 64,147
Depreciated EXFT Value 600 600
Land Value (Market) 20,000 16,000
Land Value Ag
Just/Market Value *' 95,386 80,747
Portability Adj
Save Our Homes Adj 0 0
Amendment 1 Adj 6,564 0
P&G Adj 0 0
Assessed Value 88,822 80,747
Tax Amount without SOH: $1,618.63
2016 Tax Bill Amount $1,618.63
Tax Estimator
Save Our Homes Savings: $0.00
TRIM Notice Helo
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 88,822 0 88,822
Schools 95,386 0 95,386
City Sanford 88,822 0 88,822
SJWM(Saint Johns Water Management) 88,822 0 88,822
County Bonds 88,822 0
f $
88,822
Sales
Description Date Book Page Amount Qualified Vac/Imp
WARRANTY DEED 8/1/2015 08533 0475 96,000
100
Yes Improved
TRUSTEE DEED 12/1/2010 07496 1617 No Improved
WARRANTY DEED
Y
WARRANTY DEED
i
2/1/1998 03376 0307 49,500 Yes Improved
Improved _ 10/1/1997 03321 1632
Y $
100 No
WARRANTY DEED 1/1/1984 01519
i
0603 47,700 Yes Improved
Find Comparable Sales
Land
Method Frontage Depth Units Units Price Land Value
20.00]0LOT0.001 0.00 I 1 I $20,000.00 I
Building Information
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THIS INSTRUMENT PREPARED BY: GRANT MALQYr SEMINOLE COUNTY
Name: BARBARA ESPARZA CL(:I;:I; OF CIRCUIT COURT & COMF'TROLLER
Address: FLORIDA HOME IMPROVEMENT A OC. BK 8995 P3 511 (1 F'3s )
8034 SUNPORT DR. #401. ORLANDO. FL. 328 _ CLERK'S T 2017096810
RECORDED 09/27/2017 11:CIb:11 i"-M
NOTICE OF COMMENCEMENT RECORDING FEES $10.00
RECORDED BY hdevora
State of Florida
County of Seminole
Permit Number. Parcel ID Number: 02-20-30-5GJ-0000-0630
The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with
Chapter 713, Florida Statutes, the following information Is provided In this Notice ofCommencement.
DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
LOT 63 HIDDEN LAKE VILLAS PH 3 PB 28 PGS 3 TO 6 :
110 SABAL PALM CT SANFORD FL 32773
GENERAL DESCRIPTION OF IMPROVEMENT:
WINDOWS
OWNER INFORMATION:
Name: BONES DOMINGO & JANITSA
Address: 110 SABAL PALM CT SANFORD, FL 32773
Fee Simple Title Holder (if other than owner) Name. n/a
Address: n/a
CONTRACTOR:
Name: FLORIDA HOME IMPROVEMENT ASSOC.
Address: 3044 SW 42 ST. HOLLYWOOD, FL. 33312
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)(b), Florida Statutes.
Name: n/a
Address: n/a
In addition to himself, Owner Designates n/a of
To receive a copy of the Lienor's Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a
different data Is specified)
WARNING TO 01vt/NER• ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury, I declare that 1 have read the foregoing and thatthe facts stated in it are true
to the of my k ledge and fief.
Ovmer's Sign Owners Printed Neme
F Sfettde 713.13(1)(g):'The must sign the notice of ew rnencemerd and no one else may be permuted to sign in his or her stead.'
State of 'f L County of n ,t
by
OR
n
l
Altamonte Springs, Casselberry, Lake Mary, Longwood, anford,
Seminole County, Winter Springs
Date:
I hereby name and appoint: LUIS COLLAZO
an agent of: FLORIDA HOME IMPROVEMENT ASSOC.
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specific permit and application for work located at:
110 SABAL PALM CT SANFORD, FL 32773
Street Address)
Expiration Date for This Limited Power ofAttorney:
License Holder Name: WAYNE T. BURN TT
State License Number:
Signature of License H
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged before me this —)(Injay of ,
200'f , by WAYNE T. BURNETT who is bRerally known to
me or who has produced as identification
and who did (did not) take an oath. Sig
natre 2 co Az CAROUNA
State of Florida MARTINo"
aV1Pus`': NOtary Public $ GG 024855 Notary
Seal) !v Q( » c GOmmissiontres Oec 23, 2pss0n Print
or type name = • : My Comm ExP is',
T fOF p ,Op`• Bonded through Nauo nal Notary Notary
Public - State of i- Commission
No. 6 C-1OV-MSIS My
Commission Expires: Rev.
08.12)
Product Approval Specification Form
gU1LD,yC
Permit # 17- 2 8 6 4 SANFOnD
Project Location Address 110 SABAL PALM FORD, FL 32773
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
1. Exterior Doors REVIEWED POR CODE COM LIANCE
Swinging
Sliding SANFORD BUILDIN DIVISION
TO BE ASectionalATEAPERMITISSUEDSHALLBECONSTRUED
Roll Up LICENSE TO PROCEED WITH THE
Automatic ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
Other CODES, NOR SHALL
FROM THEREAFTERIDINGOEFICIA1
2. Windows REQUIRING A CORRECTION OF E RRORS IN PLANS,
Single Hun
Horizontal Slider
Casement
Double Hung CWS 650 FL17235.1
Fixed
Awning
Pass Through
Projected
Mullions CWS 1 x 3 FL9520.1
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofinq Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
6. shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signatu
Applicant's Name WAYNE T. BURNETT
Please Print)
June 2014
eom®-6ox garov®sv»s t MEASURE.DATE,
TMAssoc'.iat s -
9/18/2017
CUSTOMER NAME y, ," LEAD,;NUMBER ;TYPEOfrPROPERTY ; FLOOR No RoofHeight 161EASURE TECH
i 1
Florida Building Code Online Page 1 of 2
Dprtnnt j XIS Home Lop In j User 0.ep1sbVbw ( Hot Topic3 (' S"* Surcharge
3usines
Product ApprovalProfessialUSER: PubpcUser
Regulation
V
Stec & Pads i PLINIMUCn I IzBC SL'iV I ECIS SI'IC Mug I LW4 I 5d_ltit
Prods t Approval Menu > product a Aoatxatlan Search > AodIcatlon Us[ > AppliC00on Detall
FL 0 FL17235-R1
Application Type
Code Version
Application Status UApproved
Com ments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
352) 368-6922
ekossocws.cc
Authorized Signature Koss Erin
ekossacws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
352)368-6922 Ext291
ekossl@cws.cc
Quality Assurance Representative ay Lathrop
Address/Phone/Emall 1900 SW 44th Ave.
Ocala, FL 34474
352) 368-6922 Ext291
jlathrop@Cws.cc
Category Windows
Subcategory Double Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
W Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A. Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Keystone Certifications, Inc.
07/21/2020
Steven M. Urlch, PE
F6 Validation Checklist - Hardcopy Received
Standard
AAMA/WDMA/CSA/101/I. S.2/A440-08
ASTM E1300-04
Year
2008
2004
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtVm... 6/24/2015
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 04/D9/2015
Date Validated 04/14/2015
Date Pending FBC Approval 04/18/2015
Date Approved 06/22/2015
Summary of Products
PL # Model, Number or Name Description
17235.1 DH-650 Vinyl Double Hung DH-650 Vinyl Double Hung, Non -Impact, 53 1/8' x 76"
Limits of Use Installation Instructions
Approved for use in HVHZ: No EL17235 RS ]I CWS-936A,(DH-650. NI).Ddf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner PE-58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +50/-50 Evaluation Reports
Other: 131-1-650, Max size 53 1/8" x 76", Fin, Flange, DP
50/-50 PSF. Glass complies with ASTM E1300-04.
FL17235 RS AE E-valReo CWS-936A (DH-650. NI).odf
Created by Independent Third Party: Yes
Contact Lis :: 1940 North Monroa Street. Tallahassee FL32399 Phone: 8SO-487-1824
The State of Florida Is an AA/EEO employer. Coovrioht 2007-2013 State of Florida, :: Privacy Staterngrd :: AtcessiblItLy qtabernent :: $efund..$r1SCmen
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sad
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact a50.487.1395. *Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one. The emalls provided may be used for oftlal communication with the Ikerlsu. However email addresses are Public record. Ifyou do not wish to
supply a personal adalress, please provide the Department with an email address which can be made available tothe public. To determine If you are a licensee under
Chapter455, F.S., please dickberp—
Prod
pp
uct Approval Aecepta:
t11Mra9 WE
Crc litSAFE
http: //www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtVm... 6/24/2015
RATER
ENGINEERING &
CONSULTING, INC.
1239 Jabara Ave.
North Port, FL 34288
Ph. 94I-380-1574
FBPE C.O.A. #29779
Evaluation Report 936A
April 3, 2015
Product Description: Series 650 Vinyl Double Hung Window, Non Impact
Manufacturer: Custom Window Systems, Inc. 1900 SW 44 h Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above -listed product per the requirements
of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the
requirements of the 5a' Edition (2014) Florida Building Code outside the High Velocity
Hurricane Zone. The product testing standards performed are outlined below.
Technical Documentation:
1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL
2) Approval drawing CWS-936A, signed and sealed by Lucas A. Turner, P.E.
3) Test Report NCTL-210-3962-lA, from National Certified Testing Laboratories, Orlando,
FL, with testing performed: AAMA/WDMA/CSA 101/I.S.2/A440-08
4) Supplemental Calculations to support CWS-936, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-936A.
Limitations of Use: This product:
May be used up to product sizes with glass daylight sizes as shown in CWS-936A
Achieves design pressures as shown in comparative analysis table in CWS-936A
Is non -impact and requires the use of shutters
May not be used in the High Velocity Hurricane Zone
Requires glass types as shown in CWS-936A
Requires ATN PVC frames with current listing as AAMA 303 Certified Profile Licensee
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a
financial interest in Custom Window Systems or in any company manufacturing or distributing
products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I
acquire, a financial interest in any other entity involved in the testing or approval process of this
product.
sliIfr f1h, DREIVNo
5820t 7 tr ;**
T'
AT$ OF Zvi O .'c. z-
4/
3/2015 Lucas
A. Turner, P.E. FL
PE #58201 Lucas
A. Turner 2015-
04-03 16:
42-04:00
DOUBLE HUNG - NON -IMPACT
38114" —
543/9' FLANGE WIDTH
FLANGE WIDTH 37" —
53 IM" MAX UNIT WIDTH
MAX UNIT WIDTH
32,3'18" —
50 1/4" MAX. UPPERMAX. UPPER SASH WIDTH SASH WIDTH
40" 29 7/8' — GLASS DLO GLASS DLO
C A
I I
T /4' 37 1l4" I X 1 D 35 15/16' B XFLANGEMAX' 771W MAX
HEIGHT UPPER I I I 33" FLANGE UPPER
HSASHEIGHT I I I GLASS DLO HEIGHT SASH
I
I I
HEIGHT
78" 71„
MAXMAXUNIT ( B LMIT
HEIGHT ( I I 7 HE GHT
I 7 361& V I I
3MAX8,5/1fi I xp MAX I XLOWERII7SASH
SASH
HEIGHT
HEIGjHT
I ,
r
I GLA3 •DLO
46" -
GLASS DLO
4915/16"
MAX. LOWER SASH WIDTH
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS.....1
DP CHARTS & GLAZING DETAIL.......2
SECTION VIEWS & ALT FRAME 3-4
EXTRUSIONS & B.O.M.........................5
ANCHOR SCHEDULE & NOTES .......... 6
INSTALLATION DETAILS.....................7
29 7Ar
GLASS DLO
3313/16"
MAX LOWER
SASH WIDTH
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLYWITHTHE FLORIDA BUILDING CODE (FRO), CURRENT" W Ed
EDITION. 1900 SW 44TH AVE,
OCALA, FLORIDA34474
2. GLAZING OPTIONS: (SEE SHEET 2) WWW.CW S.CC
S. CONFIGURATIONS: "OM.
4. DESIGN PRESSURE RATING (SEE SHEET 2): 650 PVC
NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND DOUBLE HUNG
POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER NON -IMPACT
INFILTRATIONTEST PRESSURE AND GLASSTABLES
ASTM E-1300-04.
5. ANCHORAGE: THE 33 1/31% STRESS INCREASE HAS NOT BEEN USED hINTHEDESIGNOFTHISPRODUCT. SEE SHEET 7 FOR ANCHOR
DETAILS. WINOLOAD DURATION FACTOR Cd-1.8 WAS USED FOR
WOOD ANCHOR CALCULATIONS.
S. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE w m
SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.
7. ALL FRAMES AND VENTS FULLY WELDED. SMALLJOINT SEAM
SEALANT USED AT FIXED MEETING RAIL AND JAMB. N ZDLO8- SERIES / MODEL DESIGNATION DH-SW.
9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
X - OPERABLESASH i
10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR g
iLOCATION.
11. ENXTERNAL WEEP SLOT .1/2x 2-1/2" LOCATED 5" FROM BOTH
DLO 9 `'.: c"a"". ,•.'rGMi_
MAX. UNIT
SIZE
MEETING RAIL
REINFORCEMENT
DESIGN PRESSURE
RATING IMPACT RATING
37' x 76" LIGHT 50 PSF NONE
53-1/8" x 76" HEAVY 50 PSF NONE
Lucas A-
Tumer
2015-04-13
09:58-04:00
zz
41=015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH.941-380-1574
SHEET DESCRIPTION;.
GENERAL NOTES AND
ELEVATIONS
DRAWN
ALE 08/04/14
Uwe 4:
GwS-93S A
SHEET
1:20 1 OF 7
Design Pressures (PSF) with Glass Type
Unit
Hei hts (in.)
LDwerSash
Heights (in.)
Upper Sash_
Heights in.
Ur
23 1/2 27 112 29 1/2 31 1/2 35 U2
35 1/2 16 3/4 15 3/4 50/-75 50/-75 50/-75 50/-75 50/-75
39 1/2 18 3/4 17 3/4 50/-75 50/-75 50/-75 50/-751 50/-75
41 112 19 3/4 18 3/4 5005 50/-75 50/-75 50/-75 50/-75
43 1J2 20 3/4 19 3/4 SD/-75 50f-75 50/-75 50/-75 50/-75
47 1/2 22 3/4 21 3/4 50/-75 50/-75 50/-75 50/-75 50/-75
51 2 24 3/4 23 3/4 5 -75 50/-75 50/-75 5005 50/-75
53 2 25 3/4 24 3/4 50/-75 50/-75 50/-75 50/-75 50/-75
55 1/2 26 3/4 25 3/4 5005 5005 50/-75 50/-75 50/-75
59 1/2 28 3/4 27 3/4 50/-75 50/-75 50/-75 50/-75 50/-75
63 1/2 30 3/4 29 3/4 50/-75 72.9 50/-72 50/-7L6 5001.6
65 1/2 31 3/4 30 3/4 50/-73.2 50/-69.1 50/-68 50/-67.4
67 1/2 32 3/4 31 3/4 50/-69.8 50%65.6 50/-64.4 50/-63.7
71 1/2 34 3/4 33 3/4 50/-64 501-59.7 5&3 50%57?
74 3 4 36 3/8 35 3/8 50/-59.9 50 -55.6 54.1 50/-53
76 37 36 50/-58.5 SW-54.1 50/-52 6 450/-51.5
B,C,D
Widths
2 41 1/2 43 2 47 1/2 51 1/2 53 1/8 WMDCY ' SYSTEMS L-
1900 SIN 44TH AVE.
OCALA, FLORIDA 34474
WWWCWS.CC
75 50/-75 75 50/-75 50/-75 50/-75
75 50/-75 50/-75 50/-75 50/-75 50/-75
75 50/-75 50/-75 50/-75 50/-75 50/-73.1
650 PVC
DOUBLE HUNG
NON -IMPACT
75 50/-75 50/-75 5005 50 -73.4 50/-70.6
75 50/-75 50/-75 50/-75 1 +50 -68.9 50 -6&2
75 50/-75 50/-75 72.7 5D/-65.2 50/-62.6
75 50/-75 50/-75 50 -71 1+SOJ-63.6 50/-61
75 50/-75 1 +50/-75 1 +501-69.5 501-62.1 501-59.5 l
56.5 1 +50/-55.5 1 +50/-56.5 1 +5 /-53.9 +50/-SL5 ( I I I I
a
51.7 +50/-51.7 +50f-517 +50 -SL7
50 +50/-50 +50/-50 1 +50/-50
o
a
7/B- OVERALL 7/8" OVERALL 7/8" OVERALL 7/B- OVERALL
1/8' ANNEALED 1/6'
TEMPEREDF-
3115'
ANNEALEDF-
3/16' TEMPERED
518" AIRSPACE 5'8' AIRSPACE 12- AIRSPACE 12' AIRSPACE
1/8" ANNEALED 11W TEMPERED 3116" ANNEALED 3"T TEMPERED
FSPIUKRAFFELGETX,
1520R SIKAFLEX 552 OR SIKAFLEX 552 OR SIKAFL.EX 552 ORGLAZE'H' PURFECTGLAZE'H' PURF£CTGLAZE'H' PURFL GLAZE"H"
SS BITE - - 6/B' GLASS SITE - S'8" GLASS B11•E - SIB" GLAS6 SITE
GLASS TYPE A GLASS TYPE B
NOTE:
IF SIZE INTEINDED IS NOT SHOWN, USE NEXT LARGER SIZE.
GLASS TYPE C GLASS TYPED
zZ
4rJ=15
LUCAS A. TURNER, P.E
FL PE 9 U201
1239 JABARA AYE
NORTH PORT, FL 34288
PH. 041-380-1574
T DESCRIPTION'
DESIGN PRESSURE
CHARTAND GLAZING
DETAILS
AWN BY: :
ADE 08/04/14
CWS-936 A
ALE: SHEET
1:1 20F7
aoow
S 1 1900 SW 44TH AVE.
OCALA, FLORIDA34474
WWW.CWS.CC
650 PVC
0
b
DOUBLE HUNG
NON4MPACT
TF h ILJF¢
O4o
X
SECTION VIEW B-B
O
1 11
a D
8 1t Q O
i 9
O
z
u apq 4s1 aa•aDREVVI i''
vIC•:ceivg b,Qyy, st`P3rNo58201
93 STATE OIF r r
t giMirM1
1
1 41133/205
LUCAS A. TURNER P.E.
FL PE S 58201
t
9
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIPTION:
SECTION VIEWS
SECTION VIEW A -A UP TO 37 WIDE
ALTERNATE FIN FRAME DRAWN BY:
ADE 08AWl4
REV.;
CWS-936 A
SHEET
12 30F7
1900 SW 44TH AVE.
OOALA, FLORIDA3"74
www.Cws.cc
650 PVC
DOUBLE HUNG
NON -IMPACT
Ln
n_
aa
w m216 ,
yt NZSECTIONVIEWD-D
Ii O
1 i1 w
cc
to
j
WQ
1 n
U¢ g 17
co
i 9
Q Z
ON NpREWRE4y
D¢
9 t STATE OF Fw:
7 y F ,,o R ,. O
4/3M076
LUCAS A. TURNER, P.E.
FL PE # 58201
9
1 A
NORNORTH PORT, FL4288 s
s PH. 941-380.1574 ESCRIP11pN;
SECTION
VIEWS SECTION
VIEW C-C OVER 37' WIDE ALTERNATE
FIN FRAME A N BY: D ADE
08/04/14 UW?
Fa: OWS-
936 A SHEET
12
4 OF 7
4
355 x
3
4
PVC FRAME HEAD
H-6121
PVC FRAME SILL
H-6123
PVC FRAME JAMB
H-6122
4
i 7n8• tit A•
Iv
PVC TOP RAIL UPPER
H-6130
CORNER
CONSCON5TRUCT1O14
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
CORNER WELD 650 PVC
ALLSIDES) DOUBLE HUNGINDES)
1 7/76"
5
1 1/2•
v1s•
PVC BOT RAIL UPPER
H-6131
8,
7 9 9
8
vts•
SUMMIT L
in6 I tns" y42P-3029 SC LIFTS IL /'" 43 P-3033 SCREEN SPRINGS FLA SCREEN PVC SSR UPPER 4WO15
H-6132 PVC BTM RAIL LOWER
H-6133
t art(
p---,
arts - r 1 yist v,s -113ns
13ns• usr sII 6' g' rT 1/16-'-— 1 Ui! 8• g/i[ j----
INTERLOCK REINFORCEMENT REINFORCEMENT 062 093" 08Y
S-2001 S-2002 S-2003 REINFORCEMENT REINFORCEMENT REINFORCEMENT5-2004 S-2OD5 5-2006
LINE ITEMS NOT USED:
23 NOTE: ALL EXTRUSIONSARE ALUM. 6063-T6 UNLESS OTHERWISE NOTED.
PVC SSR LOWER PVC TOP RAIL LOWER LUCAS A. TURNER, P.E.
H-6134 H-5135 FL PE11582DI
1239 JABARA AVE.
NORTH PORT, FL 34288
t lillfi" 3/t8• PH. 941-389 1574
t I DESCRIPT.Ofd:
tbrt8'
BOM AND EXTRUSIONS
093" 062"
D ATE:
REINFORCEMENT REINFORCEMENT ADE O&W145-2010 S-2027 ovuo
CW S-936 A
gam' SHEET
1:2 SOF7
B" MA)
6" MA)
141,
MAHT`F
3'
3- (1
4" MA)
4" MA)
8' MN
3
3'
h.0- a • 1 J
TE 2
THROUGHFRAME
ANCHORS REQUIRED
ON WINDOW WIDTHS
OVER 37'
JSTALLATION
NCHORS(TYR)
NOTES:
1. INSTALLONE ANCHORAT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMSWHERE SPACE GREATER THAN 1/1(" IS PRESENT. LOAD BEARING SHIMS SHALL BECONSTRUCTEDOFHIGHDENSITYPLASTICORBETTER. WOOD SHIMSARE NOT ALLOWED.
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 7.
4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUSTBEPROTECTEDTOPREVENTREACTION.
5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUMSPECIFIEDINTABLE1, SHEET 7.
6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE -1X BUCKS AREOPTIONAL.
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1' FOR WOOD AND METAL
B. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(RN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAAMOMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS)
WINDOW SYSTEMS B
1900 SW 44TH AVE,
OCALA, R-ORIDA34474
WWw.CWS.CC
650 PVC
DOUBLE HUNG
NON -IMPACT
1DRE4y
Ji Na SB201
4:
9L STATE OF
X2_
4/3/2015
LUCAS A. TURNER, P.E.
FL PE S 58201
1239 JABARAAVE
NORTH PORT, FL 34288
PH. 941-380-1574
ANCHOR SCHEDULE
NOTES
AIDE O8/04/14
x REV.:
CWS-938 A
SHEET
125 8 OF 7
TYPICAL HEAD ANCHORAGE
E DIST,
E 1
SUBSTRATE BY OTHERS
SEE TABLE 1 L DMENT
PERIMETER SEALANT E 1 INSTALLATIONBYINSTALLERSEETABLE1INSIDEANDOUT
SEALANT BEHIND
FLANGE BY INSTALLER
INSTALLATION ANCHOR
SEE TABLE 1
CONTINUOUS DBL 1/4" BEAD OF SEALANT
AROUND PERIMETER @ ALL INDICATED
POINTS BETWEEN FRAME AND SUBSTRATE
BYINSTALLER
SEALANT BEHIND r114" MAX. SHIM
FLANGE BY INSTALLER
PERIMETER SEALANT
BVINSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1
A VERTICALSECTION
7 TYPICAL SILLANCHORAGE
NO SILL ANCHORS REQUIRE
MIN. EMBEDMENT
SEE TABLE 1
1/4" MAX, SHIM — 8EE TABLE 1
MIDI SEE
TABLE 1 LLJL
INSIDE AND OUT SEALANT
BEHIND NGE
BY INSTALLER B
HORIZONTAL SECTION TYPICAL
JAMB ANCHORAGE TABLE
1: APPROVED INSTALLATION FASTENERS FRAME
TYPES pmmqaE
CONCRETE (2.0 KSI MIN.) 3118" TIW TAPCON t' E
DIST 1-
118" FLANGE
MU
117 PCF MIN. CONCRETE (
2.85 KSI MIN) 3116'
ITW 3116'
ELCO ULTRACON 2"
1"
1" FLANGE
GROUT -FILLEDCMU (ASHM C-W) 3116' ELCO ULTRACON 1-114" 2-11LP FLANGE
2X MIN. SOUTHERN PINE (G-0.55) 6" DW TAPCON OR
ELOO ULTRACON 1 f8 7/e" FLANGE
2X MIN. SOUTHERN PINE (G=0.55) 010 WOOD SCREW 1.3/8" 718" FLANGE
16 GAUGE (0.060') MIN. STEEL STUD 33
KSI YIELD MIN) 10-
16 HILT? KWIK-FLEXOR TIW TEKS
SELF -DRILLING SCREW FULL
THREAD THRU
0.080' 7/18" FLANGE
1/8 ALUM. (6DB3-T5 MIN) OR 1/
B' STEEL (33 KSI MIN) 10
GRADE 5 SELF -TAPPING / DRILLING
SCREW FULLTHREAD
THRU 0.
126" 7/16' FIN 12XMINL
SOUTHERN PINE (0-0.55) 10 WOOD SCREW 1-1/2" 1/2" MIN. EDGE
DIST. SUBSTRATE SEETABLE 1BYOTHERSMAXSHIM - _
I . F SEE TABLE1 MIN. EMBEDI
SEE TABLE
1 PERIMETER SEALANT
BY MSTALLER
INSIDE AND
OUT INSTALLATION ANCHOR
SEE TABLE
1 SEALANT BEHIND
FIN BY
INSTALLER C HORIZONTAL
SECTION 7 TYPICAL
FIN ANCHORAGE HEAD AND
SILL SIMILAR FOR FIN INSTALLATION NOTE: ADDITIONAL
THRU-FRAME ANCHORS AS SHOWN
IN DIET. Bf7) REO D ATMTO RAIL FOR UNIT
WIDTHS OVER 37", SEE SHEET 6 ANCHOR LAYOUT
1900 SW
44TH AVE. OCALA, FLORIDA
34474 WWIH.CWS,
CC 650 PVC
DOUBLE HUNG
NON -IMPACT
CL AFL
4/
3/2015 LUCAS A.
TURNER, P.E. q= PE # 58201 PERIMETER SEALANT
1239 JABARA AVE. BY INSTALLER
NORTH PORT, FL 34288 INSIDE ANDOUTPH. 941-380-1574 C1 HORIZONTALSECTION7BOX
FRAME INSTALLATION SHEET SIMILAR FOR
SILL AND JAMBS FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL
NOTE PARTIALLY OR FULLY REMOVING THE FLANGE Bv: oxrr- UP TOANDINCLUDINGABOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE OBIOM14 MIN. 1/
4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DWG0: RE INSIDE AND
OUT, FULL PERIMETER, BY INSTALLER. CWS-938 A PRODUCT ANCHORAGEISINACCORDANCEWITHREQUIREMENTSASSHOWNFORFLANGEWINDOWS. SHEET1:2 7OF7
Florida Building Code Online Pagel of 2
a, _ RI
j(bDepaIM"d BCIS Hone j tog In User Reglstratlon )' Hot Topics .l Submit Surchar" t
BuSines
Product ApprovalProfessignir. USER: Public User
Regulation
Product Aooroval Menu > Product or Aoolicatlon Search > Anolimtlon List > Application Detan
t CJ:ni k
FL # i=L9520-R6
Application Type Revision
Code Version 2014
Application Status proved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
352) 368-6922
ekoss0cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
352)368-6922 Ext291
ekoss@cws.cc
di l ci<35iRiLiRAf ' a r ` i .rrit t?n7df1R
Quality Assurance Representative Jay Lathrop
Address/Phone/Emall 1900 SW 44th Ave.
Ocala, FL 34474
352) 368-6922 Ext291
jiathrop@lws.cc
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a licensed
Florida Professional Engineer
O Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Cerdfied By
Lucas A. Turner
PE-58201
Kevqtnnp Certifications, Inc.
7/21/2020
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Standard
AAMA 450-06
ASTM E1886-05
ASTM E1996-09
PA TAS 201/2021203
Year
2006
2005
2009
1994
h4://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIHvmuJRWcZl... 5/6/2016
Florida Building Code Online Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 02/16/2016
Date Validated 02/16/2016
Date Pending FBC Approval 02/17/2016
Date Approved 04/12/2016
Summary of Products
Model, Number or Name Descriptiona3" Alum. Tube Mullion 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange
applications, (IMPACT)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL9520 R6 II CWS-836A f3 in Mull, IMPj,pdf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other. Large Missile Impact; See Installation Instructions FL9520 R6 AE EvalReo CWS-836A (3 in Mull. IMP).Ddf
Created by Independent Third Party: YesandEvaluationReportforcompletelistofLimitationsand
Conditions of Use.
9520.2 4" Alum, Tube Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange
applications. (IMPACT)
Limits of use Installation Instructions
Approved for use in HVHZ: Yes FL9520 R6 I[ CWS-837A (4 in11u11. 1MP).Ddf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant. Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Large Missile Impact; See Installation Instructions FL9520 R6 AE EvalRen CWS-837A (4 in Mull, IMP).odf
Created by Independent Third Party: YesandEvaluationReportforcompletelistofLimitationsand
Conditions of Use.
9520.3 5 1/2" Alum. Tube Mullion 5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fin &
Flange applications. (IMPACT)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL9520 R6 II CWS-838A (5.5 in Mull. IMP).Ddf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Large Missile Impact; See Installation Instructions FL9520 R6 AE EvalRen CWS-838A (5.5 In Mull. IMP).odf
Created by Independent Third Party: YesandEvaluationReportforcompletelistofLimitationsand
Conditions of Use.
back Next
Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Cenvrioht 2007-2013 State of Florida.:: Privacy statement ;; Accessibility Statement ;; Refund Seatemerrr
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do rat send
electronic mall to this entity. Instead, contad the office by plane or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees acersed under Chapter 455, F.S. must provide the Department withan email address if
they have one. The emalls provided may be used for onklal communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an eman address which can be made available to the public. To determine if you are a licensee under
Chapter 455, F.S., please dick he[L.
Product Approval Amepts:
ag Lwd- oCltx,
CreditC rd
W!%SkFE http://
www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvlHvmuJRWcZl... 5/6/2016
T l liT
UJ
1239 Jabara Ave.
North Port, FL 34288TTENGINEERING & Ph. 941-380-1574
CONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 836A
April 27, 2015
Product Description: PVC 3" Mullion H-1758
Manufacturer: Custom Window Systems, Inc. 1900 SW 44 h Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above -listed product per the requirements
of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the
requirements of the 5`h Edition (2014) Florida Building Code including the High Velocity
Hurricane Zone. The product testing standards performed are outlined below.
Technical Documentation:
1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL
2) Approval drawing CWS-836A, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3833-1, 4A, -2, -2A, -3, and -3A, from National Certified
Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: TAS 201/202/203-94, ASTM E 1886-02/04/05, ASTM E
1996-04/06/09, and AAMA 450-06
4) Supplemental Calcs. to support CWS-836A, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-836A.
Limitations of Use: This product:
May be used up to the sizes and design pressures as shown in CWS-836A, using clips as
shown in CWS-836A
Is Large Missile Impact Resistant and does not require the use of shutters
May be used in the High Velocity Hurricane Zone
May only be used with Custom Window System, Inc. windows, please see separate
individual window unit approvals for applicable design pressures and for more details.
The lower of the individual window design pressures and the mullion design pressures
shall apply to the entire assembly.
Requires 6063-T6 aluminum mullion and clip extrusions.
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a
financial interest in Custom Window Systems or in any company manufacturing or distributing
products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I
acquire, a financial interest in any other entity involved in the testing or approval process ofthis
product.
0111ierti0 %pREty"Otir+i
IV
No 58201 Z.
y ZZ
e
4/27/2015
0 -°
i
41tP•,:
Lucas A. Turner, P.E.
fiTAT14J FL PE #58201 Lucas
A. Turner 2015-
04-27 21:00-04:00
PVC MULL BAR - LARGE MISSILE
SHOWN WIDIFFERENT OPTIONS
ANCHOR CLIP
EXAMPLE HORIZ/,VERT. MULLION
FOR SECTION VIEW ONLY
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS ...... - ....... 1
DP CHARTS ................ ................................ 2-3
BOM & EXTRUSIONS-..............................:....4
EXTRUSIONS.. ........... . ... . . ...... .._...............5
SECTION VIEWS .-..... ................................ 0-7
CONFIGURATIONS & ANCHOR NOTES A
INSTALLATION DETAILS ..............----...... 910
Lk
GENERALNOTES:
1. THE PRODUCTSHOWN HEREIN ISDESIGNED AND MANUFACTURED TO COMPLY WITH
THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH
VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MGSILE LEVEL 1NO SW44TH AVE.
D IMPACTUSE AS DEFINED IN ASTM E 1990 PER THE FBC.' O
W
LA. FLORIDAFLOR34474 2.
CONFIGURATIONS (SEE SHEETS "): VERTICAL OR HORIZONTAL. 3.
SEE MULLION CHARTSFOR MAX. DESIGN PRESSURES AND LENGTH. 3n PVC REFERTOS14EF-TS2-3) MULL BAR 4.
ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT DESIGNOFTHISPRODUCT. SEE SHEETS 9-10 FOR ANCHOR DETAILS. W INDLOADDURATION
FACTOR Od-1.0 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5.
PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. a S.
DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED 8Y THE LESSER I DESIGN
PRESSURE OF THE MULLION OR THEINDIVIDUAL WINDOW UNITS, 7.
DESIGN PRESSURESANDINSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY
ONLY TOTH w
Im E
MULLgN. WINDOWS APPROVAL.
MUST
BE APPROVED UNDER SEPARATE 2 ljoS.
RESPONSIIIL17Y OF SELECTING FENESTRATION PRODUCTSTO MEETANY N APPLICABLE
LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS
RESTS SOLEY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING
OWNER OR CONTRACTOR 0. 1 9.
SINGLE UNITS TOBE MULLED ARENOT LIMITED TO THOSE SHOWN IN THISHE IDRAWING.
SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM
WINDOW SYSTEMS, INC ANDMUST BE MADE OUT OFVINYL PVC OR o EXTRUDED
ALUMINUM, j
I a $ 1
D. VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE WIDTH
AND NOT EXCEEDED, AND MULLIONS ARE ANCHORED A SSUNITHOWNHEREIN. REIN. 11.
HORIZONTAL i "'V`IDREW''11, FMULLIONSHALLEXTENDTHEENTIREWIDTHOFTHEMULLEDUNIT. VERTICALMULLIONISUSEDTOJ': '• o i No
MULLSIDEBYSIDEUNITSTOGETHER. v f 58201 i
1
EXAMPLE
VERTICAL MULLION FOR PVC
WINDOWS FOR SECTION VIEWS ONLY Lucas
A. Turner 2015-
04-27 21:
00-04:00 LUCAS
A. TURNER, P.E. FL
PE* 58201 1239
JABARA AVE. NORTH
PORT, FL 34288 PH.
941-M-1574 GENERAL
NOTES AND ELEVATIONS
MAWNRY: '
BAT ADE
09/27/12 aw0s -
CWS-
836 A SHEET
125
1 OF10
Design Pressure Chart R TED Impact P 3' Mullion 14-175S, with 1522 dips using four ( 910 Screws into D or METAL or311 6' rrW Taperers or ELCOULTHAGONS Into SOLID ETE
or WOOD per each endof mullion. HOLLOW orGROUT -FILLED BLOCK require 1A" ELCO ULTRACONS.
OPENING Sf2E n
39 45 51 57 63 68 318 Of 61 87 _1 93 99 1D7 31S 114 120 126 132 138 145 3/8
37 80.0 80.0 80.0 80.0 80.0 no Ko no no 80.0 no Wo 80.0 Sol 80.0 BOA 80.0 80.0
c 42 314 80.0 80.0 80.0 80.0 no 80.0 80.0 80.0 80.0 Sao 0 no 80.0 80.0 80.0 80.0 60.0
80.0 80.0 80.0 80.0 80 0 no 80.0 no 80.0 80.0 no 80.0 80.0 0 80.0 65.0
53 US 60.0 S0.0 80.0 80.0 no 80.0 80.0 80.0 80.o no no Sao no 80.o no 85.0 65.0 85.0
z 80.0 0.0 Sao no 80.0 no Sao 80.0 no 80.0 SOLO 80.0 65.0 86-o. 65.096380.0 80.0 80.0 no no no 80.0 8Qo 78.9 76.6 74.8 72-5 65.0 85.0
65 65.0 4 65.0 65.0 85 0 65 0 8Ci0 85.0 85 0 65 0 65 0 BSO 86.0
68 65.0 65.0 65.0 S5.0 65.0 85.0 65.0 65.0 850 65.0 850 S3.5,__
72 65.0 65.0 65.0 65.0 65_0 1 85.0 1 65.0 64.9 1 61.7 1 59.1 56.9 53.7
DP CHART IS FUH:
NON -INTERSECTED IMPACT 3' MULLION 1758, HORIZONTAL OR VERTICAL, USING (PER END):
1522 CLIPS
4) 810 SCREWS INTO WOODor METAL
4) 3118' ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
4) 1 /4' ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK
Design Pressure Chart (PSF) for NON-WTERSECTEO ImpactPVC3' Mullion H-1768,vAth 1776 clipa with six (6) #16Smews Into WOOD or METAL or 3118' RW TapcorrsorELCOULTRXONS into SOLID CONCRETE or WOOD
pereachend of mullion. HOLLOW orGROUT--FILLRDBLOCK require 1/4' ELCO ULTRACONS. OPENING
SIM (In.) 39
45 51 57 63 69 75 318 81 87 93 99 107 318 114 120 126 132 138 148 388 37
80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0SOLO Sao 80.0 0 80.0 80.0 8a0 80.0 0 80.0 c423/4 80.0 80.0 80.0 80.0 80.0 80.080=0 no 80.0 no 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48
3/4 80.080.0 80.0 80.0 80.0 80.0 80.0 no 80.080.0 Sao 80.0 80.0 80.0 8Qo 80.0 80.0 65.0 53118
80.0 80.0 0 80.0 80.0 80.0 80.0 80.0110.0 80.080.0 80.080.0 80.0 86.0 85.0 65.0 57
80.0 80.0 no 80.0 no no 80.0 BOX 80.080.0 80.0 80.0 80.0 65.0 65.0 66.0 63
80.0 80.0 no 80.0 no 80.0 80.0 80.0 Sao no 80.080.0 65.0 65
65.0 65.0 65.0 85.0 85.0 65.0 65.0 65.0 66 065 085 0 BSO 85 0 e 88
85.0 85.0 85.0 65.0 65 0 65.0 85.0 85 065.0 65.0 66.0 i ' _ iu 7265.0 65.0 85.0 85.0 65.0 B50 85.0 84.9 61.7 58.1 S&9 537 5'.•.. i. ur
UmAtl I IJ runt: NON -
INTERSECTED IMPACT 3' MULLION 1758, HORIZONTAL OR VERTICAL, USING (PER END): 1776
CLIPS 8)
N10 SCREWS INTO WOOD orMETAL SOLIDACONS
INTO6 /4- E OULTRACONSLNO HOLLOW or GROUT-FILLECONCRETE OCK
or
WOOD
TWINVERTICAL
MULLION
0 OPENING
SIZE _
TRIPLE VERTICAL
MULLION
L OPEJINO
SIZE
TRANSOM OVER
TWIN VERTICAL MULLION
7- T
J J
aJ Z
L
L
OPENING SIZE --
TRANSOM OVER
TRIPLE VERTICAL MULLION
OPENING SIZE
F TWIN NORIZONTAI
MULLION
W b
I~
MULLLENGTH -
4 rmwn a
arena o 1900 SW
44TH AVE. OCALA. FLORIDA
34474 W W
W.CWS.CC 3" PVC
MULL BAR
IMPACT iflp ,
A`
4/r NOTES: iFS. OP i. THE
MULL BAR IN FOCUS FOR ANY GIVEN 4 8 4 O
RON CONFIGURATION IS SHOWN
IN BOLD. 111111114 kn n` 2. ANINTERSECTEDMULLBARHASOTHERMULLBAR(S) ATTACHED
TO IT (SHOWN IN DASHES) x THROUGH THE USEOFMULLBARCUPS. AN 4127/2015 INTERSECTED MULL BARWILLALWAYSBEATTACHEDTOTHE
SUBSTRATE AT BOTH ENDS. LUCAS A. TURNER, P.E. 3. NON -INTERSECTED
MULL BARS CAN BE ATTACHED FL PE S 58201 TO THE SUBSTRATE
AND OTHER MULL BARS. 1239 JABARA AVE. NORTH PORT, FL
34288 TPOPLE TWINrrR0LE PH.
941380-1574 NORROMALMULLION HORRONTAL MULLIONSMEETOE3GRIPTION: T- DP CHARTS NON -
INTERSECTED OPENING MULLSze
oRFiJR 9V-_ _.
WE AIDE09/27/12
owa8, O CWS-836
A
I=+-MULL LENGTH --I
MULL LENGTH 4-i SHEET 1:1 2 OF10
Design Pressure Chah for INTERSECTED Impact PVC 3 0n 1758, wl8r 1522 dips using hour (4) p10 Screws Into WOOD or METAL or 3/16" I W Tapco m into SOLID MCAETE or WOOD, or 1776 dips
with sic (8) /r10 Screws Into WOOD or METAL or 3116" t)WTapcona Into SOLID CONCRETE or WOOD par each and at mullion. HOLLOW or GROUT -FILLED BLOCK requireIW ELCO ULTRACONS.
OPENING SIZE Qm)
39 1 45 51 57 W 69 75 3/8 81 87 93 99 1 110 3M 114
120K50.0
132 138 145 318
37 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 Solo 50.0 50.0 50.0 50.0
G 42 314 50.0 50.0 50.0 50.0 50.0 60.0 60.0 50.0 50.0 50.0 50.0 50.0 50.0 50,0 50.0 50.0 50.0
48314 50.0 50.0 50.0 50.o 50.0 50.0 50.0 50.0 60.0 solo 50.0 60.0 50.0 50.0 50.0 50.0 50.0
531/8 60.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0
57 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 0.0 50.0 50.0 50.0 50.0 48.1
63 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 47.3 i
68 50.0 0. L.'. 50.0 Solo Solo 60.0 60.0 60.0 50.0 0 0 488 478 I
y 72 Solo Solo Solo Solo 50.0 Solo 50.0 Solo Solo 60.0 Solo 46.4 44 0 i
75.375 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 1 50.0 1 40.8 1 ".0 1 40.0
DP CHART IS FOR:
INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING EITHER (PER END):
1522 CUPS
4) #10 SCREWS INTO WOOD or METAL
4) 3118" riW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
4) 1/4- ELOO ULTRACONS INTO HOLLOW or GROUT FILLED BLOCK
1767 CLIPS
6) 910 SCREWS INTO WOOD or METAL
6) 3/16" ITW TAPOONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
6) 1/4' ELCO ULTRACONS INTO HOLLOW orGROUT-FILLED BLOCK
TWIkr RIPLe HORIZONTAL MULLION
VERTICAL MULLION
T-
w
Im0 ISINGLEI
w z TWIN
J I OR
ITRIPLEJ
UNITS
BELOW
I II II
F--OPENING SIZE ---- I F - MULL LENGTH -
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.OWS.CC
3" PVC
MULL BAR
IMPACT
W+m;
t
zl
CL
F:oc.
I g jmoo:.
C I asQ'
LUCAS A. TURNER, P.E.
FL PE 8 68P01
1239 JABARA AVE.
NORTH PORT, FL 34286
PH. 941 -380-1574
DE3oR•rloN:
NOTES: OP CHART1. THE MULL BAR IN FOCUS FOR ANY GIVEN INTERSECTED MULLSCONFIGURATIONISSHOWNINBOLD.
2. AN INTERSECTED MULL BAR HAS OTHER MULL T&WWNN Erf' T€
BAR(S) ATTACHED TO IT (SHOWN IN DASHES) ADE 09/27/12THROUGHTHEUSEOFMULLBARCLIPS. AN
INTERSECTED MULL BAR WILL ALWAYS BE DWG F REV.:
ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-836 A
3. NON-WTERSECTED MULL BARS CAN BE ATTACHED SCALF-'
TO THE SUBSTRATE AND OTHER MULL BARS. 1;1
SHEET
3 10
USE WOOD SCREW SIZE (#10 OR R12). BPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT
1 3/4" 1.14'
1/Y1109
18'
1r16•
DRIP CAP &180
MULLION INTERIOR
COVER S-6018 FLANGE ADAPTI FI S-18M
r-- i 3/8, --1 T--
jxu_ I
1 L_
TOP VIEW
213I18' Ire•
21/16' L 7
1 3116" Ire3"MULLBAR H61758 I— F--
MULLION CLIP &1897
4E ITEMS NOT USED:
3,12
FRAMETYPE OPHUN1(i T' 61 CLIP
1522-
1" fdULLBAR CLIP
1787
NEW F-1522-013 F-17674)01FLANGE NDpyY yS
RETRO F-1522-M F-1767-001 1900 SW 44TH AVE.
OCALA• R-ORIDA 34474NEWF-1522-013 F-17rp.OU"R) FIN WWW.CWS.CCRETROF-1522-013 F-1787.OM"M
NEW NOTRECOMMENDED F-IM-00iBOX 3" PVC
MULL BAR
RETRO I F-1522-008 i F-1767-001
IMPACT
T—
I-•-17rse• s 7ns" --{ Q 113/
16• I11 1311 r 13/
YB' 2 7116'
1 114"
mPl
41I10- -- 2
7116"
L 1
I f--
1
I—
4127/
2015
2 V4'
WCAS A. TURNER, P.E. 15'-WB
FL PE# 5B21F QR0FL39 JABARAAVE. NORTH PORT, FL
4288 PH.941 80-
1-1574 4J 4718• . _ ThuE9CRIPTIDN: F-1522 - 013
NEW CONSTRUCTION r
FIN mTALLATION SOM AND EXTRUSIONS A SCORE, REND
AND BREAK — TO REMOVE FIN
FOR FRAME AWN BY: DATEri - ATTACHEMENT TO MULLBARADE09/27/12 DETAIL A TVP.
FIN FRAME
3:1 o o4: REV.: CWS-836 A
NOTE: ALL EXTRUSIONS
ARE ALUMINUM 8063-T6 UNLESSOTHERWISE NOTED. SCALE: SHEET1 4 OF
10
114' (TYP) ----I — t-- 7116" (TYP)
3T---CD
1
1 23/4•---I
R- ANGLE 3- MULL CUP. FIN (LEFT) F-1707-OW
OUTSIDE
V ANGLE T MULL CUP, FIN (RIGHT) F-1787-004R
FRAMETYPE OPENING F1XXX
FLANGE NEW F-1522-013
RETRO F-1522-006
FINNEW F-1522-013
PIETRO F-1522-013
BOX NEW NOTRECOMMEI
RETRO F-1522.ODS
1 618" 12 3/B1
7f18- THRU (TYP)
F-1797-001
2
1K' THRUa"
OUT DE
9f'
II ,
a
V ANGLE 3- STANDARD MULLCUP - F-1767-001
VVRJDOW S13TLM5 t
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WW W.CWS-CC
Sv' INC
MULL BAR
IMPACT
Y,..
o;
z:1-
4127/2016
LUCAS A. TURNER, P.E.
FL PE * 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH- 941,380-1574
SHEET DEWRIPTIM:
EXTRUSIONS
URA aYY: Mr
ADE 09/27/12
D" r. ..
CWS-836 A
86ALE: SHEET1:2 5 OF10
SEAL BEHIND FL/
PRIOR TOATTAG
TO MULLION
PA H_ OflfZONTAL MULL BAR SECTIONEiGEFRAMEWINDOW
C
E
SEAL BEHI
PRIOR TO
TO MULLK
FIN MUST BE F
WHERE V
CONNECT
HORIZONTAL MULL BAR SECTION
6 FIN FRAME WINDOW
APPLY SEALANT ALONG FL
LENGTH OF WINDOW FRAI
GROOVE PRIOR TO ATTACHII
CON
0ERTICALMORIZONTAL MULL BAR SECTION
OX FRAME WINDOW
71 2 APPLY SEALANT ALONG FULL --
LENGTH OF MULLBAR GROOVE jPRIORTOATTACHINGDRIP1ADAPTOR
FIN MUST BE REMOVED
WHERE WINDOWS I
CONNECT TO MULL S
n II r-
CiNosmems
19M SW 44TH AVE.
OCALA. FLORIDA 34474
WWW.CWs.CC
3" PVC
MULL BAR
IMPACT
I FFo
DETAIL A Z -
4/27/2015SEALBEHINDFLANGE -
SEAL BEHIND FLANGE (SEE DETAILS) PRIOR TO ATTACHING i (SEE DETAIL B) i LUCASA. TURNER, P.E. PRIOR TO ATTACHNG TO MULLION APPLY SEALANT ALONG FULL - FL PE III 5=1TOMULLIONIOAOGROOVE1239JABARAAVE. ADAPTOR
NORTH PORT, FL 34288 11t)<ALIC LA MULL 1R SECT10 1 rat VERTICAL MULL BAR SECTION PH. 941-WO.1574 SFLANGEFRAMEWINDOW `9,/ FIN FRAME WINDOW HEFT pE3CRIP SECTION
VIEWS MULLS
o
o bpi VpQ BP TE I
ADE 09/27/12 1Dwc !
REV - DETAIL
B CWS-Ss6 A Le
SHEET 12
8 OF 10
SEE NOTE 1
TOP VIEW
FIN FRAME
6' MULLBAR (H-1760)
SEE SEPARATE APPROVAL FOR
PPROPRIATE DP CHARTS)
i SEE NOTE I
Mr MAX EDGE DISTANCE
PPROVAL FOR
CHARTS)
LAW MAX. EDGE DISTANCE
SEE NOTE 1
SECTION VIEW A -A
DISTANCE
1900 SW 44TH AVE.
OCALA. FLORIDA 34474
W WW.CWS.CC
T' PVC
MULL BAR
IMPACT
I;
N tZ%
i
oao i
a.0z:
I I I j 1 SEE NOTES 1 d 2 u--' I I I U 1 SEE NOTES 1 8 2ISEENOTES162 (1 EA./CLIP) (1 EAICU P)
1 EAICUP) 9EE NOTE 4 SEE NOTE 4
412712016
5t
SEE NOTE 4
C' C 5' HORIZ TO 3" VERT. MULLSAR SECTON C 4' HOR11 T03' VERT. MULLBAR SECTION 3' HORIZ TD 3' VERT. NpJLLRAR SECTION LUCAS A. TURNER, P.E.
F 7 FLAN FFRAIEWIR FL PE 5B20T
1239 JABARA AVE.
NOTES I NORTH PORT, FL 34288
PH. 941380.1874
1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19 (OTY 1) AND 20 (CITY 1), AS DESHOWNABOVE3NEET
SECTION VIEWS2PRE -DRILLED HOLES (THRU HN CUP 897), BYTHE INSTALLER,
MAYBE LOCATEDAS NEEDEDWHILE MAINTAINING AMINIMUM CLIP EDGE DISTANCE MULL INTERSECTIONS
OF O W ANDAMINIMUM CENTER TO CENTER SPACING DF 1!7'. DRAWN BY; 7 : " —
9. THE ABOVE SECTIONS APPLYTO ALL MULLBAR-TOWULLBAR CONNECTIONS, ADE 09/27/12
REGARDLESS OFORIENTATION p.a., HORIZONTAL OR VERTICAL). THE FULLLENGTH Rev.: MULLMUSTBETHE SAMEDEPTH, OR GREATER, THAN THEINTERSECTING MULL. CWS-836 A
A INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL SHEETEECLIP. PREDRILL PILOT HOLE THRU ALL MATERIAL _ j 1.2 _ 7 10
TWIN
9
TRIPLE
OPENRNGSIZE--. OPENING SIZE F_
TWIN
HORIZONTAL MULLION
MULL LENGTH --
TRANSOM OVER TWIN
VERTICAL MULLION
OPENING SIZE --
TRIPLE TWINITRIPLE
HORIZONTAL MULLION HORIZONTAL MULLION
OPENINGSZE
W J
z
a
OT- I-— MULL LENGTH — 4 MULLLENGTH
TRANSOM OVER TRIPLE
VERTICAL MULLION
OPENING R17E
NOTES:
1. THE MULL BAR IN FOCUS FOR ANY GIVEN
CONFIGURATION IS SHOWN IN BOLD.
2. AN INTERSECTED MULL BAR HAS OTHER MULL WiNDOVV 6YSTEl45
BAR(S) ATTACHED TO IT (SHOWN ON DASHES) 1900 SW 44TH AVE. THROUGH THE USE OF MULL BAR CUPS. AN OCALA, FLORIDA 34474INTERSECTEDMULLBARWILLALWAYSBEWWW.CWSCC
ATTACHED TOTHE SUBSTRATE AT BOTH ENDS.
3. NON -INTERSECTED MULL BARS CAN BE ATTACHED
TOTHE SUBSTRATE AND OTHER MULL BARS, 3" PVC
MULL BAR
IMPACT
TWINITRIPLE HORIZONTAL MULLION
VERTICAL MULLION T-
SINGLE]
TWIOR
TRIPLE)
L
UNITS
E II }
BELOW
OPENING SIZE ---( F— MULL LENGTH —
NOTES:
1- AT MULLION LOCATION, ATTACH WINDOW UNIT (5} TO MULLSAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVALDOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING AMEX WASHER HEAD TEK SCREW OF THE SAME SIZE (#10 OR #12) AS THEWOODSCREWINDICATEDINTHEWINDOWAPPROVALTEKSCREWSSHALLBELONGENOUGHTOENSURETHREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR,
2 MULL CLIP INSTALLATION ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 9.
3. ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATEDWOODMUSTBEPROTECTEDTOPREVENTREACTK)N.
4. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THEMINIMUMSPECIFIEDINTABLE1, SHEET 9.
5. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETVCMU OPENINGS. EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE • 1X BUCKSAREOPTIONAL
8. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE -DRILLED HOLES AS SHOWN IN THECLIP LAYOUTS ON SHEETS 4-5.
7. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURESUBSTRATESSHALLMEETTHEMINIMUMSTRENGTHREQUIREMENTSASSHOWNINTABLET, SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
B. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: PMAIAAMA 100(F1N WINDOWS), FMA/AAMA 2D0(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS), FMAIAAMAANOMA 300(EXTERIOR DOORS)
IL
d'Q.
7 r
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-38D-1574
CONFIGURATIONS AND
ANCHORAGE NOTES
D 11WN'AP'—
ADE 09/27/12
1 GWS-836 1 A
1:1 1 8 OF 10
L—
AMID PIT
MULL SAFI CLIP
4
INSTALLATION ANCHOR
SEE TABLE i
SEALANT ALONG ____ ACID STRUCTURAL ELEMENTS
AS REO'D TO MAKE LEVEL FOR SEALANTALONG -
WTSIDEEXPOSED MULL BAR OUTSIDE EXPOSED
EDGE BY INSTALLER EWE 13Y INSTALLER
PERIMETER SEALANT PERIMETER SEALANT
IN
INSTALLER
INSIDE AND OUT MIN. EMBEDMENT BY INSTALLER
INSIDE AND OUTSEETABLE1
SUBSTRATE BY OTHERS^ SUBSTRATE BY OTHE
SEE TABLE 1 ! \ SEE TABLE 1
MIN, EDGE DIET.
SEE TABLE 1 p VERTICAL SECTION
TYPICAL FLANGE (RETRO FIT) ANCHORAGE
HEADANDJAMBS SIMILAR FOR FLANGE INSTALLATION
TABLE1: APPROVED MULL CUP INSTALLATION FASTENM
URSTRATETYPE ANCHOR TYPE MIN. EMMMENT MIN. EIM LAST.
CONCRETE 2.
RM ETE (2.85 KSI MIN.) 3118' ELCOULTRACON 1-3f4' 1'
2-11T
2XMIN. SOUTHERN PINE (G=0.55) 3116' TTW TAPCON 1-w 7ArORELODULTRACXNN
2XMIN. SOUTHERN PINE (Cm0.55) 10 WCOD SCREW 1-w 7B'
iS GAUGE (QOSO") MIN. STEEL STUD 10-16 HTLTI KW IK-FLEXOR RW FULL THREAD
33 KSI YELD MIN) TEKS SELF -DRILLING SCREW THRU 0.060' 7116'
118' ALUM. (6063-T5 MIN.) OR 10 GRADE S SELF -TAPPING ! FULL THREAD
1f8' STEEL (33 KSI MIN.) DRILLING SCREW THRU 0.125 7l18'
V ANGLE MULL BAR CUP
TWO REO'D PER EACH END OF MULL
MULL BAR
r -- INSTALLATIONANCHOR
SEE TABLE 1
ADD STRUCTURAL ELEMENTS
AS REM TO MAKE LEVEL FOR
MULL BAR
i
R
MIN. EMBEDMENT
JJJJ SEE TABLE 1
E VERTICAL SECTION
TYPICAL FLANGE ('L' ANGLE) ANCHORAGE
HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION
1900 SW 44TH AVE.
OCALA. FLORIDA 34474
WWW.CWS.CC
3" PVC
MULL BAR
IMPACT
Tr
m
g
a(
v ; G
a1F-'IQi{tia
m'
f fftlfifli,.
z
4f27f2U15
NOTES:
LUCAS A. TURNER, P.E.
1. BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. FL PE# 58201
1239 JABARA AVE.
2. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT, FL 34288
AFTER INSTALLATION. PH.941-MO-1574
3. RECESS RETRO MULLION CUP 3/8' MAX. FOR CLEARANCE OF WINDOW
8HEET D
UNIT AS NEEDED. INSTALLATION DETAILS
FLANGE
4. FOUR (4) ANCHORS REQUIRED PER MULL CLIP, SEE SHEETS 2-3,
THREE (3) ANCHORS REQUIRED PER -L' MULL CUP, SEE SHEETS 2.3, b ATNN .
ADE 09/27/125. SEAT MULLION TK3HT TO MULL CLIP. o #: R y
6- FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW CWS-836 A
SPECIFIC INSTALLATION DETAILS. SHEET
1:2 9 OF 10
RETRO FIT
MULL BAR CLIP
MULL BAR
INSTALLATION ANCHOR
SEE TABLE 1, BHT 9
SEALANTALONGE
OUTSIDE EXPOSED
EDOEBY INSTALLER oe's
EXTERIOR FINISH MIN. EMBEDMENT
BY OTHERS 4 •I SEE TABLE 1, BHT 9
PERIMETER SEALANT
BY INSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1, SHT9
MIN. EDGE DIST.
t-F-\ VERTIICALSECTION SEE TABLE 1, BHT 9
10. TYPICAL FIN (RETRIOFIT) ANCHORAGE
HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION
U ANGLE CLIP
TWO R 0 PER EACH END OF MULL
j- MULL BAR
I =`
FNSTAUATION ANCHOR
SEE TABLE 1, SHT 9
SEALANT ALONGE-
OUTSIDE EXPOSED qe•. EOOE BY INSTALLER ae
RKmEXTERIORFINISHI EMBEDMENT
BYOTHERS' SEE TABLE 1, SHT 9
PERIMETER SEALANT IBYNVSTALLER
INSIDE AND OUT 4SUBSTRATEBYOTHERS
SEE TABLE 1. SHY 9 e•
MIN. EDGE DIST.
O vERTICALsECTION
SEE TABLE I,SHT9
IV TYPICAL FIN (-L- ANGLE) ANCHORAGEHEADANDJAMBSSIMILARFORFININSTALLATION
NOTES:
1. SILL STOOL MUST BE FLUSH AGA64ST INSIDE OF MULLED WINDOWS
AFTER INSTALLATION.
2. RECESS RETRO MULLION CLIP 3/81 MAX FOR CLEARANCE OF WINDOW
UNIT AS NEEDED.
3. FOUR (4) ANCHORS REQUIRED PER T' MULL CLIP. SEE SHEETS 2-3.
THREE (3) ANCHORS REQUIRED PER -L• MULL CLIP, SEE SHEETS 2.3.
4. SEAT MULLION TIGHT TO MULL CUP.
5. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW
SPECIFIC INISTALLATION DETAILS.
20OWMrEMSW
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.00
3" PVC
MULL BAR
IMPACT
CLi
3::. w,M.
i0
lww:Q"LL
o+—rusrr;
gIn
zz
4/27/2016
LUCAS A. TURNER, P.E.
FL PE 4 5B201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941380-1574
SHEET IPT1
INSTALLATION DETAILS
FIN
6HAWN BY: DATE; -
ADE 09/27/12
1DWG t REV-
CWS-836 A
SCALE SHEET
12 10 OF 10
REQUIRED INSPECTION SEQUENCE
Bp# I I - ZQ(- -4
BUILIDING PERMIT
Min Max . Inns ection Description
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: 1 to Spec- ` Ack.A
ELECT.RICAL P. 1ERM[IT
Min Max Ins ection I<Descri Lion
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
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Y i....s.' i{q?r wT'S',;
A.
min Maxi Ins ection Descri ti®n
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
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Min Maxi Ins ection IIDescri tion
Mechanical Rough
Mechanical Final
min Max ]Irns ection I[Descri Lion
Gas Underground
Gas Rough
Gas Final
REVISED: June 2014