HomeMy WebLinkAbout21-1584 ;a
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City Of ZephyrhillS PERMIT NUMBER
5335 Eighth Street
Zephyrhills, FL 33542 BAR-001684-2021
Phone: (813)780-0020
`. Fax: (813)780-0021 Issue Date: 03/17/2021
•
Permit Type: Add/Alter (Residential)
Property Number Street Address
10 26 210120 00000 0750 37413 Wedgewood Drive
Owner Information Permit Information Contractor Information
Name: WILLIAM&PATRICIA IRWIN Permit Type:Add/Alter(Residential) Contractor: HOME PERFORMANCE
Class of Work:Add/Alter Residential ALLIANCE INC
Address: 37413 Wedgewood Dr Building Valuation:$10,600.00
ZEPHYRHILLS,FL Electrical Valuation:$0.00
Phone: (813)355-4031 Mechanical Valuation:$0.00
Plumbing Valuation:$0.00
Total Valuation:$10,600.00
Total Fees:$139.50
Amount Paid:$139.50
Date Paid:3/17/2021 12:35:53PM
Project Description
REPLACE 7 WINDOWS S/S
Application Fees
Building Plan Review Fee $46.50 Building Permit Fee $93.00
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each subsequent reinspection.
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 permit required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner:Your failure to record a notice of commencement may result in your paying twice for
improvements to your property.If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATUR PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application F.813-780-0021 Ili , y'-0
Building Department
P
Date Received Phone Contact for Permitting
1 1 1 1 1 1 1 1 1 I 1 I t ry
Owner's Name ryLt/ W 1AJ Owner Phone Number O7/
Owner's Address 3 L 4 WC&ce W v— Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address A r�r
JOB ADDRESS I., w DL / ` LOT
tU
SUBDIVISION PARCEL ID# O• 6'L 2D-VDOtb- Mtn
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED n NEW CONSTR B ADD/ALT SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION p= BLOCK
FRAME �+ �� STEEL Q
DESCRIPTION OF WORK4°n71L
BUILDING SIZE g-w' SQ FOOTAGE IZS HEIGHT
BUILDING $ Go VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING $ t
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ]�
=GAS = ROOFING Q SPECIALTY = OTHER n�p J `
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 1 11 v �J ,
BUILDER COMPANY L7�11 N � PdI4 ffOA Q..
SIGNATURE ►y REGISTERED N FEE CURREN Y/N
Address 1� S_ b / License# I
ELECTRICIAN COMPANY
SIGNATURE F7 REGISTERED Y/ N FEE CURREN Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
"PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement Is required. (A/C upgrades over$7500)
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Copy of contract required)
Rercofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive
than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they
may be required to be licensed in accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and
contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009.
Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this
application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or
expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that
such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a"certificate of occupancy'or final power release.If the project does not involve a certificate of occupancy or final
power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that I,the applicant,
have been provided with a copy of the"Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of
Agriculture and Consumer Affairs.If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as
indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I
understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I
must take to be in compliance.Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone W"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or
other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a
period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to
exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered
abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and swom to(or affirmed)before me this t bs ribed and swo o ffir e e this
by I�Y
Who is/are personally known to me or has/have produced Who is/ar personally known to me or has/have produced
as identification. as identification.
Notary Public r� Notary Public
Commission No. Commission No. �G Z'4 q% 2
Name of Notary typed,printed or stamped Name of Notary typed,printed or stampey
Notary Public State of Florida
Frank Thompson
v My Commission GG 244192
Expires07131/2022
INSTR#20210321 65 OR BK 10281 PG 1739 Page 1 of 1
02/17/2021 12:32 PM Rcpt:2262222 Rec:10.00 DS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller
Permit No. Peed ID No 10-M21-0120.000040750
NOTICE of COMMENCIaENT
Stela of Florida c4"or Pasoo
THE UNDERSIGNED hmehy 911103 netloe"rat 101MMO rrentvd be made to amtain real Property.and'In acromdmee Wth Chapter 713,Florida Statutes,
the faDowl0l;i brandlon Is provided In fide Nolioe of Cammmm neat
1. Desaipflon of Pmpedy:Parcel idmtdleabon No.WEDGEWOOD MANOR PHASE I&II PB 27 PG 11-14 LOT 75
SbeetAd3asc 37413 WEDGEUIOOD DRW ZEPHYRHLLLS,FL 33542
2. Genmel Desmipft et lu prvvemaxd REPLACE WINDOWS AND OR DOORS SIZE FOR SIZE
3. Owner IMomxafian or Lessee idamndon ff fhe Lessee cmnbactad forthe inpmvennant
IRWIN WILLIAM H&PATRICIAA
Name
37413 WEDGEWOOD DRIVE ZEPHVRMWA FL
Addma CRY Staff
Interest In PmpW. 100% .
Nam of Fee Simple TfthoMer.
(if dtRererrt from Owner listed above)
Address CRY HOME PERFORMANCE ALLIANCE State
4. Contradoc .
1780102 ND %N SUITE wo ST PETERSBURG FL
Address ctly 94de
cordradnra Telephone No.: 9M 538i140
& &ady:
Name
Address Cfiy 8181e
Amazed of Sort i Tdvphom No.:
8. Lender:
Name
Address CIIy Slab
LendW3 Telephone No.:
7. Pwsmn witlthx the SM of Florida desWMad by the ovmw upon wham notices or other dommards may be send as prevdad by
Se eft 713.13(1ua)m,Florida Bfa b&
Name
Addmw City Stag
Telephone Number of Ddpruled Parson:
& In addition to hinself,the owner deagnates of-
to rown a copy of One Llenors Notice as pomaded it Section 713.13(1)(b),Florida Bmfubm
Tdeome Number of Pamon or Entity Dedpubd by Owner
S. Expiration date of Noft of Commenoemmd(Sa expiration data may rm1 be bdma One completion of consincfion and find pawned to tin
aonbador,butwm bs one year from fiu data of re=tb u lew a ddferent date le spadAed):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
REI1YDNGERIJEHYPPRT� NIT3OFEAND BE
RESULT
CONSIDERED IMPROPER
OVEMENTSTO OURP� ANOCE cER 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.
NT.
apegnoy decree filet 1 hale teed tin fma0obnp nofioe of conmeneemml and iMt tha fads sh I Saran are tore to fha best
ormylo-AaciSTATE OF FLORIDA aaxndd N
COUNTY OF PASCO /` 1 •-6 �/ / ,
Alipolure of Owner or Lessee orL=WsAuOarmed
OffxretiOeaderRebrerrMorxaper
8 a Tff1ef01fica '
The finepainp Uutnmerd versa adeaaladoed berme me Wo 1y of 20 z9 by P v/�d M br» &M
04AO&�- (typo of offodly,a.p.,al8ear,buttee.altonwy In fad)for
w-w—
--// (name a an b P whom erd>rffi exmarted).
Pwmu*Knower 132E Ptodxwd Idmd�etlan E Notary Sipne
Type d lam;h'B Pxodumd-t• l b So.. (o1. f t-40 0Nama(Pr a r
BAIRN COTHEM
1!Y COlNMFSStON> GG 2t46V
°`�a ��r Bmlded Pub6oEXPMEMIdaylOUrdenrr[en
19o053048 fry'
STATE OF FLORIDA, ,COUNTY OF PASCO
THIS IS TO CERTIFY THAT THE FOREGOING IS A
TRUE AND CORRECT COPY OF THE DOCUMENT
ON FILE OR OF PUBLIC RECORD IN THIS OFFICER`
!n Ga4C'lve Trust f `''
WITNESS MY HAND AND OFFICIAL SEAL THIS
p j
_ DAY OF ?—�
NIKKI LVAR=�fOW S, CLERK&COMPTROLLERS.
B DEPUTY CLERK {
William Irwin S20224
" :{ •_.'rem,' .... -��,...
n
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F
:4 `9
Last Revision Date:0918 Page 3 of 6
o moan doa sgned
Daperd=NOTsignedatSiteInspection aperdoasignedatS'rtelnspection
dots NOT signed at Site Inspection dots signed at Site Inspection
Date Approved: Wednesday,February 10,2021 Notes: 5.75i„oo
Date Measured:
Class In PSF 45(8.64) Wind Velocity in MPH 137 S20224
Ap icaoc + William Irwin J Frame Type
Applicant Phone/Email (813)355-4031 oscmgrou-ch56Cahotmail.com Exterior Siding
Co-A plOC n Loan, Patricia Irwin Year Built 1993
n N +
Co-Applicant Phone/Email Bucking Req
Contract Date&FOR 2/09/2021 2Qr13Q2®21 Color wi
Home Address 37413 Wedgewood Dr Grids
-------------------
City,State Zip Zephyrhills,Fl.33542 Frosted
County Pasco impact
Sales Rep John Ventura Non-Impact
Phone Number (727)678-1417 Window Shields
Email Address JVentura@hpawindows.com Door Shields
Branch SIIPe'ter's-mirg Custlnit i 'tatt-.cj '_su_
RAN3S✓
3 w � 1 35.171
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10
11
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17
19
20
Customer Signature: paw; ®Z/ (B Doyo6 have an HO • Yes or No
(Please dide one)
Measu red By;. - � � -
- Do you live in a Flood zone Yes or No
Date-Measured: �� J � (Pleasadrdeone)
Last Revision Date:0918 Page 1 of 6
uototi6n.
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WINDOW SYSTEMS By:Gina Discianno Quote 1-9-7--85-04/1
1900 S.W.44th Avenue.Ocala, FL 34474
Ph:352-368-6922 Fax:352-368-2928
HOME PERFORMANCE ALLIANCE, INC
Route;HPA
SHIP TO Cust No.HOM450-P3 3 69
1780 102nd Ave.N. 9843 18th St.N.
ST PETERSBURG,FL 33716 ST PETERSBURG,FL 33716-4203 Cust PO#:William Irwin
Ph:727 538-4140 Fax:727 538-4212 Ph:727 538-4140 Fax:727 538-4212 Version I Job Name:William Irwin
Item No.7 Qty: I
Model: 650-DH Color: WHITE
Desc: 650 Series Double Hung DP:+50/-50,[FLANGE], LOW E 366 NEAT, Dimensions
[AUTO-LOCK],WHITE FRAME, 18 x1 4 Screen
Insulated, FLANGE TIP:53 1/4 x 50 3/4
ROLL FORMED Full Screen ACTUAL t2 49 1 2'---' 4k F
STANDARD GRIDS, SCREEN SCREEN: 14
AAMA Std. Gold Labeling
FPA#17235.1,WHITE,WHITE,WHITE
' F"
LIB : U I
Item No. 8 Qty: 1
Model: PVC VERTICAL MULL KIT Color: WHITE
Desc: PVC VERTICAL MULLBAR KIT, FPA#5777.2, [FLANGE], Standard"T"Clip for Dimensions
FLANGE or BOX frames,WHITE FRAME,3" FLAT MULL,STD HARDWARE H=49 5/8
AAMA Std, Gold Labeling,
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2/12/21 12:50:07PM
2/16/2021: Florida Building Code Online
BCIS Home1 Log In ( User Registration Hot Topics f Submit Surcharge Stats&Facts j Publications >Contact Us �, BCIS Site Map' Links 'Search .�
Florida
; fl Product Approval
USER:Public User
MIX�11, �(.
Product Approval Menu>Product or Application Search>Appllcatlon Lis t>Application Detail 1'7 Z3 T-
y;,• FL# FL17235-R6
Application Type Revision
Code Version 020
Application Status Approved
Comments
Archived i
Product Manufacturer (Custom W.,indo.w Svsteims)Imc Q.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474 ALL WORK SHALL.COMPLY WIT�I PREVAILING
368-6922 Ext 291
jlatterop@cws.cc CODES FLORIDA BUILDING CODE,
lathr .c
NATIONAL ELECTRIC COI)E,
Authorized Signature Jay Lathrop AND THE CITY OF ZZEPHYRI° US
jlathrop@cws.cc ORDINANCES
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc REVIEW/DOW 1
v 1 20
CI`t� vU
Quality Assurance Representative Jay Lathrop C O�EPIt'H i R- HI
R
Address/Phone/Email 1900 SW 44th Ave. 'vi E:R
Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Category indows
Subcategory tsatste ung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A.Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2028
Validated By Steven M. Urich, PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL17235 R6 COI EvalReport936C.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A440 2008
Equivalence of Product Standards
Certified By
Sections from the Code
hftps://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvOQpGQvtVmPYHm2Kjwf5PloAlHfPoK4FT6Hg5%2bvAgBBw%3d%3d 1/2
2/16/2021. Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 07/31/2020
Date Validated 08/02/2020
Date Pending FBC Approval 08/10/2020
Date Approved 10/13/2020
Summa of Products
FL# Model,Number or Name Description
7235'5 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 FL17235 R6 II CWS-936C.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner PE-58201
m ac esi nt: No Created by Independent Third Party:Yes
De 'gn ressure: +50/-50 Evaluation Reports
Other: DH-650 Equal Split or Oriel, Max size 53 1/8"x 76", FL17235 R6 AE EvalReport936C.pdf
Fin, Flange, DP+50/-50 PSF. Glass complies with ASTM E Created by Independent Third Party:Yes
1300.
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.CopUrright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
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 send electronic
mail to this entity.Instead,contact the office by phone 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 licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
provided may be used for official 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 email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
_.................................,.._._ ..
Credit Card
Safe
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtVmPYHm2Kjwf5PloA]HfPoK4FT6Hg5%2bvAgB8w%3d%3d 2/2
DOUBLE HUNG - NON-IMPACT GENERAL NOTES:
(SHOWN w/DIFFERENT OPTIONS) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND V(5(YA�1Ul!// •�]'H(
MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING WINDOW SYSTEMS
CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
2.GLAZING OPTIONS:(SEE SHEET 3) WWW.CWS.CC
54 3/8"FLANGE WIDTH 3.CONFIGURATIONS:"XOV. -
53 118"MAX UNIT WIDTH 53 13/16'FLANGE WIDTH 4.DESIGN PRESSURE RATING(SEE SHEET 2): 650 PVC
48 15/16'MAX UPPER SASH WIDTH 53 1/8"MAX UNIT WIDTH -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND DOUBLE,HUNG GLASS TABLES ASTM E-1300-04e01/09.
46"GLASS DLO 4815/16"MAX UPPER SASH WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, NON-IMPACT
CA WATER INFILTRATION TEST PRESSURE AND GLASS TABLES
46"GLASS DLO ASTM E-1300-04e01/09.
Z ¢Z�
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN o w O w w o 0
USED IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR w Z O Z of I=Z IL
ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS . O Q V)§}O W 3 m
_ USED FOR WOOD ANCHOR CALCULATIONS. LL F-w Z F-3 M_
O O�Oa¢w0a'
6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE O O(n I'j Z a a
B D X 1 DB F43 1/16" SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. Q 001
z V
77114" 35 15/16" MAX �/ 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM > Q 0 w O Oz O z
FLANGE I /� 40 1/2" O
HEIGHT MAX I 33" UPPER GLASS DLO FQ- of F}-}? O to
UPPER I GLASS DLO SASH SEALANT USED AT FIXED MEETING RAIL AND JAMB.
HEIGHT FLANGE SASH HEIGHT 8.SERIES/MODEL DESIGNATION DH-650. EE Z U)LU 0
HEIGHT 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: 0 _~w w= U)i
78" .-_ B X=OPERABLE SASH D- I- a w aw.
MAX 76'
UNIT I 8 MAX 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
HEIGHT C UNIT LOCATION.
I 8 HEIGHT \\\►111111f!//�
36 15/1s" i X I D 2913/16" ' ' 11.EXTERNAL WEEP SLOT=1/2 x 2-1/2"LOCATED 5"FROM BOTH
MAX I 8 MAX i X 2 11/4" ENDS. '�t� .�,IG�M✓►� �0�1
LOWER11
SASH j ( 33" SASH LOWER GLASS DLO `�*
No.58201
HEIGHT I GLASS DLO HEIGHT j j yam * W=
L Lucas Turner
A C 46"GLASS DLO 2020.07.27
6 A 11:26:57 /ltrlrul++\�
46"GLASS DLO 49 15/16"MAX LOWER SASH WIDTH -05'00,
4915/16"MAX LOWER SASH WIDTH ORIEL 7/23/2020
EQUAL SPLIT __ .
LUCAS A.TURNER,P.E.
FL PE#58201
2428 Old Natchez Trc TH
Camden,TN 38320
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS CONFIG MAX. UNIT MEETING RAIL ELEVATIONS
GENERAL NOTES&ELEVATIONS.....1 . SIZE REINFORCEMENT DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE:
DP CHARTS..........................................2 ADE 08/04/14
GLAZING DETAILS...............................3 EQUAL 37"x 76" LIGHT
SECTION VIEWS&ALT FRAME......4-5 SEE COMPARATIVE DWG REV.:
EXTRUSIONS&B.O.M.........................6 EQUAL NONE cwS-936 C
ANCHOR SCHEDULE&NOTES..........7 53-1/8"x76" HEAVY ANALYSIS CHART, SHEET
INSTALLATION DETAILS.....................8 5 HI ORIEL SCALE: SHEET
1:20 1 OF8
Design Pressures(PSF)for Equal Split Configuration with Glass Types A,B,C,or D �]
Unit Unit Widths(in.) oi5(sgum•
Heights(in.) 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 WINDOW SYSTEMS
1900 SW 44TH AVE.
35 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 OCALA,FLORIDA 34474
39 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 WwW.CWS.CC
41 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-73.1
43 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-73.4 +50.0/-70.6 650 PVC
47 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-68.9 +50.0/-66.2 DOUBLE HUNG
51 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-72.7 +50.0/-65.2 +50.0/-62.6 NON-IMPACT
53 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-71.0 +50.0/-63.6 +50.0/-61.0
55 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-69.5 +50.0/-62.1 +50.0/-59.5 a z )Z
I= owo oo
59 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0, +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-66.8 +50.0/-59.5 +50.0/-57.0 w z JO z <�Z w
o avo�>Ow�m
63 1/2 +50.0/-75.0 +50.0/-72.9 +50.0/-72.0 +50.0/-71.6 +50.0/-71.6 +50.0/-71.6 +50.0/-71.6 +50.0/-71.6 +50.0/-64.6 +50.0/-57.3 +50.0/-54.8 u- I—w Z�-3::E_
Z Z=:E¢afwp0
65 1/2 +50.0/-73.2 +50.0/-69.1 +50.0/-68.0 +50.0/-67.4 +50.0/-67.3 +50.0/-67.3 +50.0/-67.3 +50.0/-67.3 +50.0/-63.6 +50.0/-56.4 +50.0/-53.9 0 O 1--0 v as=I-ly
67 1/2 +50.0/69.8 +50.0/-65.6 +50.0/-64.4 +50.0/63.7 +50.0/63.4 +50.0/-63.4 +50.0/-63.4 +50.0/-63.4 +50.0/62.7 +50.0/-55.5 +50.0/-53.0 z Z;S z z j Z)m
71 1/2 +50.0/-64.0 +50.0/-59.7 +50.0/-58.3 +50.0/-57.3 +50.0/-56.5 +50.0/-56.5 +50.0/-56.5 +50.0/-56.5 +50.0/-56.5 +50.0/-53.9 +50.0/-51.5 } a-o w 0 0 LLL z
74 3/4 +50.0/-59.9 +50.0/-55.6 +50.0/-54.1 +50.0/-53.0 +50.0/-51.8 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-50.4 re 0 vi
76 +50.0/-58.5 +50.0/-54.1 +50.0/-52.6 +50.0/-51.5 +50.0/-50.2 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 w oLL U)w ❑w m w
of
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Design Pressures(PSF)for Oriel Configuration with Glass Types A,B,C,or D in the Sash,and Glass Types C or D in the Fixed
Unit Unit Widths(in.) A.Tti7ji�
Heights(in.) 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 rNo.58201
a35 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.039 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.1 =q �=
41 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.2 +50.0/-71.3 okOF
?�++
43 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-71.6 +50.0/-68.9 ��op p11
47 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.8 +50.0/-67.2 +50.0/-64.6 ��/i��OIN
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51 1/2 +50.0/-69.0 +50.0/-68.4 +50.0/-68.4 +50.0/-68.4 +50.0/-68.1 +50.0/-67.4 +50.0/-67.4 +50.0/-67.4 +50.0/-67.4 +50.0/-63.6 +50.0/-61.1
53 1/2 +50.0/-64.4 +50.0/-63.4 +50.0/-63.4 +50.0/-63.4 +50.0/-62.4 +50.0/-61.2 +50.0/-61.1 +50.0/-61.1 .+50.0/-61.1 +50.0/-61.1 +50.0/-59.5
55 1/2 +50.0/-60.3 +50.0/-58.9 +50.0/-58.9 +50.0/-58.9 +50.0/-57.6 +50.0/-56.1 +50.0/-55.7 +50.0/-55.6 +50.0/-55.6 +50.0/-55.6 +50.0/-55.6 7/23/2020
59 1/2 +50.0/-53.6 1 +50.0/-51.6 +50.0/-51.3 +50.0/-51.3 +50.0/-51.3 +50.0/-51.0 +50.0/-50.5 +50.0/-50.1 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0
63 1/2 +50.0/-52.5 +50.0/-50.4 +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 +50.0/-50.0 LUCAS A.TURNER,P.E.
FL PE#58201
65 1/2 +50.0/-52.5 +50.0/-50.4 +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 +50.0/-50.0 2428 Old Natchez Trc Trl
67 1/2 +50.0/-52.5 +50.0/-50.4 +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 +50.0/-50.0 Camden,TN 38320
71 1/2 +50.0/-52.5 PH.941-380-1574+50.0/-50.4 +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 +50.0/-50.0 SHEET DESCRIPTION:
74 3/4 +50.0/-52.5 +50.0/-50.4 +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 +50.0/-50.0 DESIGN PRESSURE
76 +50.0/-52.5 +50.0/-50.4 +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 +50.0/-50.0 CHARTS
DRAWN BY: DATE:
ADE 08/04/14
DWG#: REV.:
NOTE: CWS-936 C
IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. SCALE: SHEET
1:1 2 OF 8
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
650 PVC
DOUBLE HUNG
NON-IMPACT
a Z aZ3
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518"AIRSPACE 518"AIRSPACE 1/2"AIRSPACE 1/2'AIRSPACE Z 0 Z U u-Z j U-
118"ANNEALED 1/8"TEMPERED 3/16"ANNEALED 3/16"TEMPERED <�0 w 0?O Z
QUANEX DURASEAL or, QUANEX DURASEAL or, QUANEX DURASEAL or, QUANEX DURASEAL or, F � H}0 O
CARDINAL XL EDGE or, CARDINAL XL EDGE or, CARDINAL XL EDGE or, CARDINAL XL EDGE or, W 0 O 0 5 w m w
KODISPACE 4SG TPS KODISPACE 4SG TPS KODISPACE 4SG TPS KODISPACE 4SG TPS Q: Z U)w O w rn w
I.G.SPACER I.G.SPACER I.G.SPACER I.G.SPACER D_ =D_ of O�0
wF a0, W2'cru)
SIKAFLEX 552 OR SIKAFLEX 552 OR6'U-RF'E
552 OR SIKAFLEX 552 OR w _
36 PURFECT GLAZE'H" 36 PURFECT GLAZE"H" GLAZE"H" 36 PURFECT GLAZE"H" d ~ D- of a
5/8'GLASS BITE 't- 5/8" SS SITESS BITE 5/8"GLASS BITE x J�p$At7UJ4
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GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D
7/23/2020
LUCAS A.TURNER,P.E.
FL PE#58201
2428 Old Natchez Trc Trl
Camden,TN 38320
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN BY: DATE:
ADE 08/04/14
DWG#: REV.:
CWS-936 C
SETTING BLOCKS PER FBC 2411.3.3.1 SCALE:
SHEET
1:1 3 OF 8
4 8 9 WINDOW SYsTEMS
19 9 1900 SW 44TH AVE,
OCALA,FLORIDA 34474
wWW.CwS.CC
650 PVC
r_1 DOUBLE HUNG
NON-IMPACT
4 Z 3:
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3 r:: :. D1 1[
FL PE#58201
13 L 8
r2428 Old Natchez Trc Tri
0 Camden,TN 38320
P 9 17
0 PH.941-380-1574
SHEET—DESCRIPTION:
SECTION VIEW A-A SECTION VIEWS
UP TO 37"WIDE
ALTERNATE FIN FRAME DRAWN BY, DATE:
ADE 08/04/14
DWG W REV.:
CW -936 C
SCALE:
SHEET
1:2 4 OF 8
WINDOW SYSTEMSffl
4 8 9 1 9 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.CwS.CC
650 PVC
DOUBLEHUNG
NON-IMPACT
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LUCAS A.TURNER,P.E.
3 FL PE#58201
13 2428 Old Natchez Trc TO
P-0 Camden,TN 38320
0 PH.941-380-1574
SHEET DESCRIPTION:
SECTION VIEWS
SECTION VIEW C-C OVER 37"WIDE
DRAWN BY: DATE:
ALTERNATE FIN FRAME ADE 08/04/14
DWG#: REV.:
CWS-936 C
SCALE SHEET
ITEM PART#I DESCRIPTION ARTS LIST MATERIAL FRAME CORNER
CONSTRUCTION
4 1/8"
1 H-6121 1HEAD,OUTERFRAME PVC C
2 H-6122 IJAMBS,OUTERFRAME PVC 1900SW44THAVE.
3 H-6123 ISILL,OUTERFRAME PVC OCALA,FLORIDA 34474
4 H-6130 IMP RAIL,UPPER SASH PVC 0 WWW.CWS.CC
5 H-6131 IBOTTOM RAIL,UPPER SASH PVC lto _
6 H-6132 ISASH SIDE RAIL,UPPER SASH PVC 4 1/16"
7 H-6133 I BOTTOM RAIL,LOWER SASH PVC - 650 PVC
8 H.61,34 I SASH SIDE RAIL,LOW ER SASH PVC /I IF 1 ER WELD
1116" 41116" Lj CORN SID ES) DOUBLE HUNG
9 1 H-6135 ITOP RAIL,LOWER SASH PVC 0 (ALLY
10 1 P-5615 ISETTING BLOCK RUBBER llq Li 0 - NON-IMPACT
11 1 P-3515 1#8 x 5/8 PHIL FLAT WHITE SMS STEEL
M JAMB
12 1 P4 PVC FRAE
146,1#SX3/4 PHIL FLATTEK. STEEL L H-6122 _j Z
4779 WEEP COVER NYLON < - 3: "1 Z 0
13 PVC FRAME HEAD t- 0wo I<wf3d
14 P-5085 WSTP,.355X333SULB VINYL H-6121 Z w Zj 0
W Z O Z cc-rg"2
15 P-5086 WSTP,.300 X 187BULB VINYL 0 0)§>-0 M 3:F3
16 P-3783 LOCKS w I_w ZF-S�H!
Z Z X:R<W w 0 0
17 1 P-3784 IKEEPERS 0 0 0)0 d<X I--Q�
19 P-5392 I SASH TILT LATCH NYLON 0 0 0) Z a-P In(L
4 3/16------j
20 P-5393 I PIVOT CARRIER NYLON Z O(D:3 --:)0-
< _Z0CnZO LL 0
21 P-5396 I PIVOT BAR Ss F--LL 2 0 Z
<3:0w_xO_
22 1 P-5412 IJAMB JACK STEEL 3 2 Iffi"— F-IZC6
0-
17/16' 53:L)m 24 1 P-3305 IWSTP.,.270 X 187 w< 00 (j)0 w co W
25 5-2001 I INTERLOCK RAIL ALUM (1)w 0
_G) M Z:F
ALUM a. LL a. W_0
26 5-2002 I REINF,BOT.RAIL,UPPER SASH,UPTO 3T' D 0 W F- 0- 0:
2 S-2003 REINF,BOT RAIL,UPPER SASH ALUM p! 1, 17116' 1 1/2* w w
7 cj� 2: CL
28 S-2004 REINF,TOP RAIL,LOWER SASH,UP TO 37" ALUM 3718. a.
29 S-2005 REINF,TOP RAIL,LOWER SASH,&SIDE RAIL LOWER SAS ALUM
30 S-2006 REINF,SASH SIDE RAIL,UPPER SASH ALUM
31 S-2010 REINF,BOTTOM RAIL,LOWER SASH ALUM a PVC BOT RAIL UPPER
ALUM
C FRAME SILL PVC SASH TOP RAIL H-6131
32 5-2027 REINF,TOP RAIL,UPPER SASH,UPTO 37' PVC H-6123 H-6130
33 S-6141 GLAZING BEAD _T
34 S-6142 SASH STOP
35 BALANCERS-CONSTANT FORCE RT o. 20
36 1 IPURFECT GLAZE H or SIKAFLEX552 SILICONE uj=
5 6
37 1 GLASS I SEE SHEET 2
2 1/8T' Z1
38 P-5425 IWSTP,.200 X5/8'X5/8'DUST PLUG 112"— 0%1
39 P-3218 SCREEN FRAME x_uUM
40 P4754 SCREEN CORNER K NYLON 7 8
41 P-3228 SCREEN SPLINE 115/16, 1 15116' 1 1 1/16"
42 P-3029 SCREEN LIFTS 17/16" 5
42 - —1 7/23/2020
1116"
43 P-3033 SCREEN SPRINGS 1/16, La� I
PVC SASH STILE UPPER PVC SASH LIFT RAIL PVC SASH STILE LOWER PVC SASH LOCK RAIL LUCAS A.TURNER,P.E.
H-6132 H-6133 H-6121 H-6135 FL PE#58201
2428 Old Natchez Tro TH
15/16" Camden,TN 38320
3/1 15116' 13/16"1 PH.941-380-1574
3/4' 1 3/16*1
Fflr 9 31 SHEET DESCRIPTION:
5116* 1,F6 L I 't=T-
5 6 91 r6E 1116" 32 BOM AND EXTRUSIONS
91 6" 9
6 1 iliv
062' 1/16" 1/16" '
.162" .)93* DRAWN BY: DATE:
INTERLOCK REINFORCEMENT REINFORCEMENT REINFORCEMENT REINFORCEMENT REINFORCEMENT REINFORCEMENT
S-2001 REINFORCEMENT ADE 08/04/14
S-2002 S-2003 S-2004 S-2005 S-2006 S-2010 S-2027 DWG#.' REV.:
CWS-936 G
LINE ITEMS NOT USED: SCALE: SHEET
23 NOTE:ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. 1:2 60F8
ANCHOR @ MIDPOINT
WINDOW SYSTEMS
6'MAX.(TYP.) 4'MAX.(lYP•) I L F78'MAX(TYP.) 1900 SW 44TH AVE.
6"MAX(TYP.) SEE NOTE 2 4-MAX.(TYP.) I SEE NOTE 2 OCALA,FLORIDA 34474
WWW.CWS.CC
650 PVC
DOUBLE HUNG
X 8"MAX.mP.> X NON-IMPACT
14 112' Q Z 3: ¢Z
MAX.O.C.
(TYP.) Z W J 0 ¢r wF❑W
I w ZOZ_ 0 rzw_
INSTALLATION ANCHORS((TYP.) 1 ANCHORS REQUIRED I I THROUGH FRAME Z Z w Z OF UJ 0_
z 0E-0 j<wp0
ON WINDOW WIDTHS O O F-O Q=FM
OVER37" U Uri-VaFEDa
3"(TYP 3-(TYP.) ❑ Z- Z Z h D w
3"(TYP.) Q 0�LL�DOLLZ
3-(TYP.) �3:0w-=0Z
X X Z ui
INSTALLATION W O 0 (0 O w to W
ANCHORS(TYP.) Z rn w O_j U)H
4
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AN NO SI
LL ANCHORS REQUIRED)
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RL LAYOUT ANCHOR LAYOUT-(F Nc RAIL
NOTE:THRU FRAME ANCHORS �
.o No.58201
awl :;'I*- 15=
�� STATEOtF �,Z��
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
7/23/2020
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8.
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 MUST LUCAS A.TURNER,P.E.
BE PROTECTED TO PREVENT REACTION. FL PE#58201
2428 Old Natchez Trc Trl
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 MINIMUM Camden,TN 38320
SPECIFIED IN TABLE 1,SHEET 8. PH.941-380-1574
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 ARE SHEET DESCRIPTION:
OPTIONAL. ANCHOR SCHEDULE AND
NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL.
DRAWN BY: DATE:
8.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. AIDE 08/04/14
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG M REV.:
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-936 C
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), FMA/WDMA250(BOX WINDOWS),FMA/AAMA/WDMA300(EXTERIOR DOORS) SCALE: SHEET
1:20 7 OF 8
MIN.EMBEDMENT SUBSTRATE (/ r/!7(� //� •
TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OTHERSV�J(5(ypvC4ltU
MIN.EDGE DIST. 1/4"MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE VVIPIDOW SYSTEPNS
SEE TABLE 1 SEE TABLE 1 BY OTHERS OCA A,FLORIDA
AVE.
114"MAX SHIM SEE TABLE 1 WW W.CWS.CC 34474
SUBSTRATE BY OTHERS
SEE TABLE 1 On MIN.EDGE DIST.
lL�f SEE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR 650 PVC
BYINSTALLER SEE TABLE I DOUBLE HUNG
INSIDE AND OUT - DD MIN.EMBEDMENT
SEALANT BEHIND b IUD SEE TABLE I NON-IMPACT
FLANGE BY INSTALLER - 1/4"MAX SHIM oD
O a Q Z <Zrn 3
Qoo - D a PERIMETER SEALANT Z w o a FW-0 w
O BYINSTALLER w
PERIMETER SEALANT Z O Z ,F-Z W,
Qooe INSIDE AND OUT to—}O
13 BYINSTALLER tl 1¢-w 3 Z,3 2_
INSIDE AND OUT INSTALLATION ANCHOR Z Z=2 Q
SEALANT BEHIND O SEE TABLE 1 O O 1--O U Q=O If
INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND O O 0 z Z
SEE TABLE 1 FIN BY INSTALLER Z ZO O: Z j V—
� F--W 2OOLLZ
I B 1 HORIZONTAL SECTION � HORIZONTAL SECTION Q Z Z U
8 TYPICAL JAMB ANCHORAGE B TYPICAL FIN ANCHORAGE <3 p w F-H O—
HEAD AND SILL SIMILAR FOR FIN INSTALLATION H F}-}?�ZO
4AR
US DBL 1/4"BEAD OF SEALANT NOTE:ADDITIONAL THRU-FRAME ANCHORS w Z U) co W O-1 U)
ERIMETER @ALL INDICATED - o_ —=a p—U
TWEEN FRAME AND SUBSTRATE (AS SHOWN IN DET.B/7)REQ'D AT MTG RAIL p w I-O a O�}
BYINSTALLER FOR UNIT WIDTHS OVER 37",SEE SHEET 7 _ W 3 w
ANCHOR LAYOUT1/4"MAX SHIM
SEALANT BEHINDAFLANGE BY INSTALLE - fit pCPxPERIMETER SEALANTND.58201BYINSTALLER INSIDE AND OUT =�` *SUBSTRATE BY OTHER -� STATE OF +Z►
SEE TABLE 1 q VERTICAL SECTION
S ICAL SILL ANCHORAGE
NOP SILL ANCHORS REQUIRED
oD
7/23/2020
TABLE I:APPROVED INSTALLATION FASTENERS -
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 1-1/8" PERIMETER SEALANT ID 2428 Old Natchez Trc Trl
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BYINS AND OUT TALLER [� Camden,TN 38320
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE HORIZONTAL SECTION
PH.941-380-1574
—�FLANGE GROUT-FILLED CMU(ASTM G90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" a BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1.3/8„ 7/8" SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY. DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: AIDE 08/04/14
FLANGE 7/16"
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
FLANGE
1/8'ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-936 C
1/8"STEEL(33 KSI MIN.) DRILLING SCREW _ THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE:
FIN 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SHEET
1:2 80F8
2/16/2024. Florida Building Code Online
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BCIS Home Log In I User Registration ( Hot Topics ' Submit Surcharge ( Stats&Facts ! Publications (+Contact Us Ir BCIS Site Map'I Links Searchr
FI rico
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FL
Product Approval Menu>Product or Application Search>Application List>Appllcatlon Detail
$ FL# FL5777-116
Application Type Revision
Code Version 2020
Application Status Approved
Comments Public comment;Remove proprietary note.11/18%20
Archived (w
Product Manufacturer Custom Window 5 sterns Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922 Ext291
jlathrop@cws.cc
REVIEW ®ATE MAR 20z1
Authorized Signature Jay Lathrop
jlathrop@cws.cc CITY OF�ZEPHYRHI
PLAN EXAMINER
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext291
jlathrop@cws.ccALL WORK SHALL COMPLY WITH PREVAILING
CODES FLORIDA BUILDING CODE,
Quality Assurance Representative Jay Lathrop NATIONAL ELECTRIC CODE,
Address/Phone/Email 1900 SW 44th AMD THE CITY OF ZEPHYRHILLS
Ocala, FL 344740RDINANCES
(352)368-6922 Ext 291
jlathrop@cws.cc
Category indos
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Ot Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A.Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2028
Validated By Steven M. Urich, PE
EJ Validation Checklist-Hardcopy Received
Certificate of Independence FL5777 R6 COI EvalReport245D.pdf
Referenced Standard and Year of Standard _
( ) Standard Year
AAMA 450-10 2010
AAMA/WDMA/CSA 101/I.S.2/A440 2005
TAS 202 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL5777 R6 Equiv Mull Equivalencypdf
hfps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs%2bZljLJBTNUNsVLNAVEUOevipBK%2bpcjwY%3d 1/3
,2/16/2021 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/24/2020
Date Validated 08/25/2020
Date Pending FBC Approval 09/14/2020
Date Approved 12/15/2020
Summary of Products
FL# Model,Number or Name Description
5777.1 Adjustable(Angled) Mull Adjustable Mullion for Alum. and PVC Windows.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5777 R6 II CWS-243C.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Not for use in HVHZ. See Mullion Product Evaluation FL5777 R6 AE EvalReport243D.pdf
Report for complete list of Limitations and Conditions. Created by Independent Third Party:Yes
5777.2 C- S-1758 Mull Ba 3"Mull Bar for PVC Windows.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5777 R6 II CWS-430D.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
mpac esisan . No Created by Independent Third Party: Yes
Design ressure.N/A Evaluation Reports
Other:See Mullion Product Evaluation Report for complete list FL5777 R6 AE EvalReport430D.pdf
of Limitations and Conditions of Use. Created by Independent Third Party:Yes
5777.3 CWS-1759 Mull Bar 4"Mull Bar for PVC Windows.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5777 R6 II CWS-431D.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See Mullion Product Evaluation Report for complete list FL5777 R6 AE EvalReport431D.pdf
of Limitations and Conditions of Use. Created by Independent Third Party:Yes
5777.4 CWS-1760 Mull Bar 5 1/2" Mull Bar for PVC Windows.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5777 R6 II CWS-432D.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See Mullion Product Evaluation Report for complete list FL5777 R6 AE EvalReport432D.pdf
of Limitations and Conditions of Use. Created by Independent Third Party: Yes
5777.5 CWS-1950 Mull Bar 2" Mull Bar for Aluminum Windows.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5777 R6 II CWS-245D.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure: +N/A/-N/A Evaluation Reports
Other: Not for use in HVHZ; See Mullion Product Evaluation FL5777 R6 AE EvalReport245D.pdf
Report for complete list of Limitations and Conditions of Use. Created by Independent Third Party:Yes
5777.6 CWS-1952 Mull Bar 3"Mull Bar for Aluminum Windows.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5777 R6 II CWS-244D.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure: +N/A/-N/A Evaluation Reports
Other: Not for use in HVHZ; See Mullion Product Evaluation FL5777 R6 AE EvalReport244D.pdf
Report for complete list of Limitations and Conditions of Use. Created by Independent Third Party:Yes
Beck Next
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.2/16/2021 Florida Building Code Online
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
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� � { )
3" PVC MULL BAR - NON-IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH WINDOW SYSTEMS
SHOWN w/DIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE.
2.CONFIGURATIONS(SEE SHEET 2):VERTICAL OR HORIZONTAL. OCALA,FLORIDA 3447.4
WWW.CWS.CC
3.SEE MULLION CHARTS FOR MAX.DESIGN PRESSURES AND LENGTH.
(REFER TO SHEETS 2-3)
3"PVC
———————— 4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE MULL BAR
DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINDLOAD
/ DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. NON-IMPACT
\ 5.NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS
O REQUIRED IN WIND BORNE DEBRIS REGION. i Z a z
6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER Z w_j C) Q 0 w
DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. w z w z O r m
ANCHOR CLIP ANCHOR CLIP rg
u' F w Z~ _
7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT z Z=.E a D'w 0 0
A C APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE 0 00�0 U a�Ff M
6 I I 7 APPROVAL. ¢ 0 Z V Z Co
U
p g p p 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY >, ¢-w w 0= Z
I 6 I REQUIREMENTS APPLICABLE OREST RESAL LAWS,TS WITH THE ARCHITG CODES, DECT,ENGINEER INANCES OR TOF RECORD, o:HER SAFTEY of a Y j?�p cd
BUILDING OWNER OR CONTRACTOR. Z U)w rn 00 w co w
9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS 0 w H O Dom.x w
Co
CUSTOMI WINDNGLE OW YSITS TO BE MULLED TEMS,INC.AND MUSTGETHER MUST BE BE MADE OUT OF VINYL PVC OR MANUFACTURED BY a F a
EL
EXTRUDED ALUMINUM.
10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE ,%ttt111111/
UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS ��� !/
Q I Q Q �LoPsA.IIJ4 ��i.
SHOWN HERE IN. y'cBM+� ii
G F E D ANCHOR CLIP 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. * 0 58201
10 10 9 9 VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. _'O�
EXAMPLE HORI7J.VERT.MULLION
FOR SECTION VIEW ONLY ETATEQF
ANCHOR CLIP Lucas Turner
2020.08.10
I 12:05:59
-05'00'
I I
p I p 08/06/2020
I I
LUCAS A.TURNER,P.E.
I I I I ___FL PE#58201
2428 Old Natchez Trc Trl
I I Camden,TN 38320
PH.941-380-1574
X X SHEET DESCRIPTION:
I I
TABLE OF CONTENTS GENERAL NOTES AND I J I ,J ELEVATIONS
GENERAL NOTES&ELEVATIONS...............1 -- -- -- -- DRAWN BY: DATE:
OP CHARTS.................................................2-3 RS 04/13/09
BOM&EXTRUSIONS.....................................4 ANCHOR CLIP
EXTRUSIONS.................................................5 DWG a: REV.:
SECTION VIEWS.........................................6-7 EXAMPLE VERTICAL MULLION FOR
CWS 430 D
CONFIGURATIONS&ANCHOR NOTES PVC WINDOWS FOR SECTION VIEWS ONLY INSTALLATION DETAILS..........................9-10 SCALE: SHEET
1:25 1 OF 10
DESIGN PRESSURE CHART(PSF)FOR NON-IMPACT ALUMINUM 3"MULLION H-1758,HORIZONTAL OR VERTICAL,WITH 1522 or 1767 CLIPS USING FOUR(4)#10 SCREWS
INTO WOOD or METAL,3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONRETE WITH WASHERS PER CLIP. HOLLOW or GROUT-FILLED BLOCK REQUIRES FOUR(4) �T//7�afrimq'/(/{
1/4"ELCO ULTRACON WITH THE 1767 CLIP. Ill�jl�✓G,j
OPENING WIDTH(in.) WINDOW SYSTEMS
1900 SW 44TH AVE.
39 45 51 57 63 69 75 81 87 93 99 106 318 114 120 132 144 OCALA,FLORIDA 34474
37 120 120 120 120 120 120 120 120 120 116 109 102 96 91 83 76 WWW.CWS.CC
42 3/4 120 120 120 120 120 120 120 113 106 99 94 88 82 78 71 66
48 314 120 120 120 120 120 113 105 98 92 86 81 76 71 68 62 57 3" PVC
53 1/8 120 120 120 120 111 103 95 89 83 79 74 69 65 62 57 52 MULL BAR
57 120 120 120 112 103 95 88 82 77 73 69 64 60 58 53 49 NON-IMPACT
63 120 120 110 100 92 85 1 79 74 69 65 1 62 58 1 54 52 1 47 44
66 3/4 120 113 102 93 86 79 74 69 65 61 58 54 51 49 44 41 a w o
72 117 104 94 86 79 72 66 62 57 54 51 47 44 42 38 35 ¢ �
F 76 103 90 81 73 67 61 56 52 49 46 43 40 37 36 32 30 w z o z <r z w
Z 80 88 77 69 62 57 52 48 45 -42 39 37 34 32 30 28 25 0 LL F W§>.O w Fo
84 76 67 59 53 49 45 42 39 36 34 32 30 28 26 24 22 Z Z x 2¢D:w o 0
_j O OHO ¢
J
j 90 62 54 48 43 39 36 34 31 29 27 26 24 22 21 19 18 O 0 Cl)F-Z D.P w a
96 51 44 39 35 32 30 28 26 24 23 21 20 18 18 16 15 z 001—z I.-0
o`n
102 42 37 33 29 27 25 23 21 20 19 18 16 15 15 - - y a�0 w o 0 0 O
106 3/8 37 32 29 26 24 22 20 19 18 17 16 15 - - - - a O v~Z
114 30 26 23 21 19 17 16 15 - - - - - - - w Oowuu)owww
120 26 22 20 18 16 15 - - - - - - - - - - a z=52 a on'oww
wI—O D._w>-
126 22 19 17 15 - - - - - - - - - - - � x a 'ww� U)
132 19 17 15 - - - - - - - - - - - - _ a ~ D-
133 1 17 1 15 1 - - - - - - - - - - - - -
DP CHART IS FOR: �OXvL%pSA TUZ//�
NON-IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END):
1522 or 1767 CLIPS
-(4)#10 SCREWS INTO WOOD or METAL 4 No.58201
-(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD Z �'
1767 CLIPS STATE
-(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK ��i� '[Opp► t{p`���
ONAlt%.%t����
TRANSOM OVER TWIN TRANSOM OVER TRIPLE TWIN TRIPLE HORIZONTAL MULLION OB/06/2020
VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION r VERTICAL MULLION r
LUCAS A.TURNER,P.E.
FL PE#58201
x
2428 Old Natchez Trc Trl
r r O Camden,TN 38320
O ISIN�NGIN
Z Z Z PH.941-380-1574
~ ~
Z w J J w OR SHEET DESCRIPTION:
IL
J J 0 ITRIPLE1 DP CHART
UNITS I 1522 or 1767 CLIP
(BELOW( 4 ANCHORS
LI I LII II L I LII II LII I DRAWN BY: DATE:
I-- OPENING SIZE--I ---I OPENING SIZE F-- OPENING SIZE OPENING SIZE MULL LENGTH--I IRS 04/13/09
DWG#: REV.:
CWS-430 D
SCALE: SHEET
1:1 2 OF 10
DESIGN PRESSURE CHART(PSF)FOR NON-IMPACT ALUMINUM 3"MULLION H-1758,HORIZONTAL OR VERTICAL,WITH 1767 CLIPS USING SIX(6)#10 SCREWS INTO WOOD or
METAL,3/16"ITW TAPCONS or ELCO TAPCONS WITH WASHERS PER EACH END OF MULLION. HOLLOW or GROUT-FILLED BLOCK REQUIRE SIX(6)1/4"ELCO ULTRACONS // r//7tiv�'rim •j/F/,{
WITH THE 1767 CLIP. WVINIbt�ylillW(SYSTEMS
L��fj�LJj
OPENING WIDTH(in.) WINDOW
SW 44TH AVE.
39 45 51 57 63 69 75 81 87 93 99 106 318 114 120 132 144 OCALA,FLORIDA 3447.4
37 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 www.CwS.CC
42 3/4 120 120 120 120 120 120 120 120 120 120 120 120 120 120 115 106
483/4 120 120 120 120 120 120 120 120 120 120 120 120 115 110 100 92 3"PVC
53 1/8 120 120 120 120 120 120 120 120 120 120 119 112 105 100 91 84 MULL BAR
57 120 120 120 120 120 120 120 120 116 109 102 95 89 84 77 71 NON-IMPACT
63 120 120 120 120 118 108 99 92 86 80 76 70 66 63 57 52
663/4 120 120 120 109 99 91 83 77 72 68 64 59 55 53 48 44 a z a z o
72 120 107 95 86 79 72 66 62 57 54 51 47 44 42 38 35
I= 76 103 90 81 73 67 61 56 52 49 46 43 40 37 36 32 30 z w-1 o ¢r-z w
w ZOz o:_—I_-
80 88 77 69 62 57 52 48 45 42 39 37 34 32 30 28 25 O ¢co }oOf m
84 76 67 59 53 49 45 42 39 36 34 32 30 28 26 24 22 z z=2¢it w o o
0 O r-o a D:
90 62 54 48 43 39 36 34 31 29 27 26 24 22 21 19 18 0 0 m�z D.P Cn D.
96 51 44 39 35 32 30 28 26 24 23 21 20 18 18 16 - z p 0� z I.-
O—
102 42 37 33 29 27 25 23 21 20 19 18 16 15 - - - a I-- '20 O-z
106 3/8 37 32 29 26 24 22 20 19 18 17 16 - - - - - a _v F-z�i
114 30. 26 23 21 19 17 16 15 - - - - - - w a��r}i�owvO�iw
120 26 22 20 18 16 - - - - - - - a ?=m �o w
126 22Pq
17 15 - - - - - - - - _ _~� w WU)
132 19 - - - - - - - - - - - n ~ o_ of o_
138 17 - - - - - - - - I I - - - _
DP CHART IS FR:
NON-IMPACT PER END:
( )PACT 3OMULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER S TU /////
� `°��eeMa'�,�ref'
1767 CLIPS
(6)#10 SCREWS INTO WOOD or METAL 0 No.58201 �=
(6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD W=
-(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK �Q (✓/�
�•n srnTE OF .Z�
1111111%
TRANSOM OVER TWIN TRANSOM OVER TRIPLE TWIN TRIPLE HORIZONTAL MULLION 08I06/2020
VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION r VERTICAL MULLION r
LUCAS A.TURNER,RE.
FL PE#58201
r r F N 2428 Old Natchez Trc Trl
_ = Z Z �' Camden,TN 38320
(29 � J J z ISITNVVG�N PH.941-380-1574
OR SHEET DESCRIPTION:
Z Z Z
O ITRIPLE1 DP CHART
> > I UNITS 1767 CLIP
iBELOW i 6 ANCHORS
L I I L I I I I II II I DRAWN BY: DATE:
F-- OPENING SIZE--i OPENING SIZE F-- OPENING SIZE--I OPENING SIZE F--- F- MULL LENGTH--I RS 04/13/09
DWG#: REV.:
CWS-430 D
scALE: SHEET
1:1 3 OF 10
J
ITEM PART# DESCRIPTION "T"MULLBAR CLIP "L"MULLBAR CLIP
1 H-1758 1 3/8"x 3"MULLION TUBE FRAME TYPE OPENING (F-1522-XXX) (F4767 XXX)
2 #10 OR#12 HEX WASHER HEAD TEK SCREW'(see note below) NEW F-1522-013 F-1767-001 v" �� •
3 #10 x 1 1/2",PANHEAD PHILIPS ZINC FLANGE WINDOW SYSTEMS
4 #10 FLAT WASHER RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE.
7 S-1897 MULLION CLIP,INTERSECTING MULL FIN NEW F-1522-013 F-1767-004(L&R) OCALA.FLORIDA 34474 `
8 SEALANT RETRO F-1522-013 F-1767-004(L&R) WWW.CWS.CC
9 S-1895 DRIP CAP,HORIZONTAL MULL NEW NOT RECOMMENDED F-1767-001
10 S-1896 FLANGE ADAPTER,VERTICAL MULL BOX RETRO F-1522-006 F-1767-001 3"PVC
11 S-6018 MULLION INTERIOR COVER,ENT FIN/BOX CLIP
14 F-1522-013 3"SLOTTED NEW CONTRUCT10N FIN MULL CLIP MULL BAR
15 F-1522-006 3"SLOTTED T-CLIP NON-IMPACT
16 F-1767-001 L-ANGLE 3"MULL CLIP,FLANGE/BOX
17 F-1767-004L L-ANGLE 3"MULL CLIP,FIN,LEFT
18 F-1767-004R L-ANGLE 3"MULL CLIP,FIN,RIGHT ~ p w p <w p
19 #10 HEX WASHER HEAD TEK SCREW O Z w�o ¢ w
w ZOZ D �ZH
acne}0Of
LL F_w ZH3:2x
Z Z=2<ww00
'USE WOOD SCREW SIZE(#10 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT O 0 O V a aF- ? F�
Z � Z OO::) 50-�1 3/4"—�{ 1/2" 11/16" 9/32" �1 7/16" (2") 1 7/16"-�{ 9/32" af g J�F-O
7/16'� �� 1/2" la-
w LL U) U)0 W to w
1t 1 t/4" 10 1/16" 7/16" 7/16" a ?_O w JO
-- 1/16" 1/16' DRIP CAP S-1895 1 13/16" 1 13/16" 3/W w _~ w w m
MULLION INTERIOR 1 3/16" (1 15l16 1 D_ F o_ w wo-
COVER S-6018 FLANGE ADAPTER S-1896
2 7/16" 1 4L'
111/16" (17/8'1
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MULLION CLIP 5-1897 L '
08106/2020
14 � 4 7/8' -i
21/4" LUCAS A.TURNER,P.E.
F-1 522-006 FL PE#58201
FLANGE
RETRO/FLANGE CLIP 2428 Old Natchez Tcc Trl
♦ Camden,TN 38320 i
L i PH.941-380-1574
4 7/8 SHEET DESCRIPTION:
F-1522-013
OA SCORE,BEND AND BREAK NEW CONSTRUCTION/FIN INSTALLATION BOM AND EXTRUSIONS
TO REMOVE FIN FOR FRAME
I' ATTACHMENT TO MULL BAR
DRAWN 9Y: DATE:
DETAIL A RS 04/13/09
TYP.FIN FRAME 3:1 DWG#: REV.:
CWS-430 D
SCALE: SHEET
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 10
FRAME TYPE OPENING "T"MULLBAR CLIP "L"MULLBAR CLIP
FLANGE NEW F-1522-013 F-1767-001 WINDOW SYSTEMS
NOTE:IF USING CLIPS WHICH REQ.FOUR(4)ANCHORS PER END(REFER TO ( RETRO F-1522-006 F-1767-001
SHEET 2),THE MIDDLE HOLE(CIRCLED)MUST BE USED WITH ANY OTHER I 1900 SW 44TH AVE.
HOLE AS REQ'D PER EDGE DISTANCE. NEW F-1522-013 F-1767-004(L&R) OCALA,FLORIDA 34474
FIN RETRO F-1522-013 F-1767-004(L&R) WWW.CWS.CC
NEW NOT RECOMMENDED F-1767-001
BOX RETRO F-1522-006 F-1767-001 3" PVC.
MULLBAR
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08/06/2020
6 7/8"
LUCAS A.TURNER,P.E.
2 3/4" 2 3/4" I "L"ANGLE 3"STANDARD MULL CLIP-F-1767-001 FL PE#58201
5" 5- I 2428 Old Natchez Trc Trl
Camden,TN 38320
"L"ANGLE 3"MULL CLIP,FIN(LEFT)F-1767-004L "L"ANGLE 3'MULL CLIP,FIN(RIGHT)F-1767-004R i PH.941-380-1574
OUTSIDE I SHEET DESCRIPTION:
EXTRUSIONS
I '
DRAWN BY: DATE:
RS 04/13/09
DWG#: REV.:
CWS-430 D
SCALE: SHEET
1:2 5 OF 10
V15WaW SYSTEMS
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
aW W W.CW S.CC
3" PVC
MULLBAR
SEAL BEHIND FLANGE C� APPLY SEALANT ALONG FULL o NON-IMPACT
SEAL BEHIND FLANGE l� ! PRIOR TO ATTACHING LENGTH OF WINDOW FRAME
PRIOR TO ATTACHING TO MULLION 2
TO MULLION - 2 2 GROOVE PRIOR TO ATTACHING
1 COVER 1 Z Q
9 O
11 9 11 11 11 F- OWU aFw~00
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WHERE ONNECT O MULLOWS Z Z 2�Q���=
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PRIOR TO ATTACHING DRIP
ADAPTOR No.58201
OA► STATE OF i=��
FIN MUST BE REMOVED 1 --�i��
WHERE WINDOWS R� �+
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DETAIL A 08/06J2020
SEAL BEHIND FLANGE 10 (SEE DETAIL B) LUCAS A.TURNER,P.E.
SEAL BEHIND FLANGE 10 (SEE DETAIL B) PRIOR TO ATTACHING APPLY SEALANT ALONG FULL
PRIOR TO ATTACHING TO MULLION FL PE#58201
TO MULLION i LENGTH OF MULLBAR GROOVE 2428 Old Natchez Tn;Tit
TO ATTACHING FLANGE Camden,TN 38320
B VERTICAL MULL BAR SECTION �B1 VERTICAL MULL BAR SECTION ADAPTOR 1 PH.941-380-1574
s FLANGE FRAME WINDOW 6 FIN FRAME WINDOW SHEET DESCRIPTION:
SECTION VIEWS
MULLS
DRAWN BY: DATE:
RS 04/13/09
DWG#: REV.:
10
i DETAIL B CWS 430 D
SCALE SHEET
1:2 6 OF 10
1 1 18VCy(l�pvl4l4//�•L`%J
WINDOW SYSTEMS
1900 SW 44TH AVE.
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(SEE SEPARATE APPROVAL FOR (H-1759)
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• � APPROPRIATE DP CHARTS)
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1 19 SEE NOTES 1 8 2 (2 EA./CLIP) (2 EA./CLIP) pg/06/2020
(2 EAJCLIP)
3"HORIZ.TO 3"VERT.MULLBAR SECTION
t-�5"HORIZ.TO 3"VERT.MULLBAR SECTION �C1 4'HORIZ TO 3"VERT.MULLBAR SECTION LUCAS A.TURNER,P.E.
7 FLAG FRAME WINDOW 7 F NGE FRAME DO 7 FLANGE FRAM WIND FL PE#58201
2428 Old Natchez Trc Trl
Camden,TN 38320
PH.941-380-1574
NOTES: SHEET DESCRIPTION:
1.SLIDE CLIP INTO LOCATION AND SECURE WITH ITEM 19(QTY 2),AS SHOWN ABOVE. SECTION VIEWS
2. PRE-DRILLED HOLES(fHRU HIV CLIP 1897),BY THE INSTALLER; MULL INTERSECTIONS
MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM'CLIP EDGE DISTANCE DRAWN BY: DATE:
OF 9/32"AND A MINIMUM CENTER TO CENTER SPACING OF 1/2".
RS 04/13/09
3.THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, DWG#: REV.:
REGARDLESS OF ORIENTATION(i.e..HORIZONTAL OR VERTICAL). THE FULL LENGTH
MULL MUST BE THE SAME DEPTH,OR GREATER,THAN THE INTERSECTING MULL. CW S-430 D
SCALE: SHEET
1:2 7 OF 10
WINDOW SYSTEMS
WINDOW SYSTEMS Il�✓/I
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
TRANSOM OVER TWIN TRANSOM OVER TRIPLE TWIN TRIPLE HORIZONTAL MULLION
VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION 3" PVC
MULLBAR
I NON-IMPACT
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NOTES: til III% `�\\
1.AT MULLION LOCATION,ATTACH WINDOW UNIT(S)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL
DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(#10 OR#12)AS THE
WOOD SCREW INDICATED IN THE WINDOW APPROVAL.TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 08/06/2020
2.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 9.
LUCAS A.TURNER,P.E.
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 TREATED FL PE#58201
WOOD MUST BE PROTECTED TO PREVENT REACTION. 2428 Old Natchez Trc Trl
Camden,TN 38320
4.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 PH.941-380-1574
MINIMUM SPECIFIED IN TABLE 1,SHEET 9. SHEET DESCRIPTION:
5.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 CONFIGURATIONS AND
ARE OPTIONAL. ANCHORAGE NOTES
6.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE-DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-5. DRAWN BY: DATE:
RS 04/13/09
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 STRUCTURE. DWG#: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
CWS-430 D
8.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), FMAfWDMA250(BOXWINDOWS),FMA/AAMA/WDMA300(E)(TERIORDOORS) 1:1
80F10
WIYdQOlN SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
3" PVC
MULL BAR
NON-IMPACT
RETRO FIT "L"ANGLE MULL BAR CLIP
MULL BAR CLIP TWO REQ'D PER EACH END OF MULL JQ Z .Q Z
I- ❑WO U)W00
MULLBAR MULL BAR Z W J❑ Q -
W ZOZ =ZW
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INSTALLATION ANCHOR d INSTALLATION ANCHOR U =H
SEE TABLE 1 I SEE TABLE 1 o Z rp Z Z P in a
ADD STRUCTURAL ELEMENTS ADD STRUCTURAL ELEMENTS Z O O U S U-
SEALANT ALONG SEALANTALONG Q Z Z
OUTSIDE EXPOSED , AS REQ'D TO MAKE LEVEL FOR OUTSIDE EXPOSED J - AS REQ'D TO MAKE LEVEL FOR } -—LL 2 O O LL Z
EDGE BY INSTALLER MULL BAR EDGE BY INSTALLER MULL BAR - of 2 g< Ix O H F-F Z—
PERIMETER SEALANT O PERIMETER SEALANT I w O 0 v2 O w 9 W
BYINSTALLER BY INSTALLER � Z w O w rn F
li
INSIDE AND OUT MIN.EMBEDMENT INSIDE AND OUT MIN.EMBEDMENT D. =o_ D:O—rn
SEE TABLE 1 SEE TABLE 1 O =F. 0-
of =
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SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS
SEE TABLE 1 SEE TABLE 1
MIN.EDGE DIST. MIN.EDGE DIST.
SEE TABLE 1
SEE TABLE 1
-
D VERTICAL SECTION �E1 VERTICAL SECTION �\`JCpSA.IIJ4 JJ��
9 TYPICAL FLANGE(RETRO FIT)ANCHORAGE 9 TYPICAL FLANGE("L"ANGLE)ANCHORAGE �� .GBN0`• �i�
HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION
zz"o No,58201 �c
Ex * w=
till till
08/06/2020
NOTES:
LUCAS A.TURNER,P.E..
TABLE 1:APPROVED MULL CLIP INSTALLATION FASTENERS 1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. FL PE#58201
2428 Old Natchez Trc Trl
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 2.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS Camden,TN 38320
CONCRETE.(2.0 KSI MIN.) 3/16"ITV TAPCON 1" 3" AFTER INSTALLATION. PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1-314" 1" 3.RECESS RETRO MULLION CLIP 3/8"MAX.FOR CLEARANCE OF WINDOW SHEET DESCRIPTION:
HOLLOW or GROUT-FILLED CMU(ASTM C-90) 1/4"ELCO ULTRACON 1-114" 2-1/2" UNIT AS NEEDED. INSTALLATION DETAILS
3116"ITW TAPCON 4.FOUR4( FLANGE
OR ELCO ULTRACON
2XMIN.SOUTHERN PINE(G=0.55) 1-3/8" 7/8" DRAWN BY: DATE:
)ANCHORS REQUIRED PER"T"MULL CLIP,SEE SHEET 2.
2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" TWO(2)or THREE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3.
IRS 04/13/09
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD 7/16" 5.SEAT MULLION TIGHT TO MULL CLIP. DWG#: Rev.:
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060"' CWS 430 D
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW
11W STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" SPECIFIC INSTALLATION DETAILS. SCALE: SHEET
1:2 9 OF 10
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA M474
W W W.CWS.CC
3"PVC
MULL BAR
NON-IMPACT
a z aZ�
RETRO FIT "L"ANGLE CLIP H p w 0 W W O p
MULL BAR CLIP TWO REQ'D PER EACH END OF MULL Z Z-J Z O K Z m
Q �} �_
MULL BAR ,,_�) MULL BAR O O H O a w w 0 0
U�HZn.FU)a
INSTALLATION ANCHOR 1`r�= i INSTALLATION ANCHOR Q O Z U u)Z o U U
SEE TABLE 1,SHT 9 II SEE TABLE 1,SHT 9 } 4�LL 0 W O 2 O_
Z
H D:�I-�� .0u)
SEALANT ALONGE = , - SEALANT AL
ONGE w o of O w in w
OUTSIDE EXPOSED OUTSIDE EXPOSED •• Z u)w O_j rn(-
EDGE BY INSTALLER oo o; EDGE BY INSTALLER O o o�:o, p w H O a O= }
.a•.., .o••,
EXTERIOR FINISH) "•• __ MIN.EMBEDMENT EXTERIOR FINISH •o�; MIN.EMBEDMENT = d w w
........ ....... a.
BY OTHERS oi. - -`" SEE TABLE 1,SHT 9 BY OTHERS "i - SEE TABLE 1,SHT 9 0_
PERIMETER SEALANT PERIMETER SEALANT
BY INSTALLER BY INSTALLER
INSIDE AND OUT INSIDE AND OUT
SEE TABLESUBSTRAT HT
BSH 9 ERS " SEE TABLE 1,SHTSUBSTRATE BY T9 OTHERS �`J%G0.Tlim±
MIN.EDGE DIST. MIN.EDGE DIST. O
`�. \)*eta
SEE TABLE 1,SHT 9 SEE TABLE 1,SHT 9No.58201F VERTICAL SECTION VERTICAL SECTION. O
L0 TYPICAL FIN(RETRO FIT)ANCHORAGE 10 TYPICAL FIN("L"ANGLE)ANCHORAGE �� * fy-,
HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION 0
i4� ETATEOF �.ZS
lei �QR�� •' ``��.
08/06/2020
LUCAS A.TURNER,P.E.
NOTES: FL PE#58201
2428 Old Natchez Trc Trl
1.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS Camden,TN 38320
AFTER INSTALLATION. PH.941-380-1574
2.RECESS RETRO MULLION CLIP 3!8"MAX FOR CLEARANCE OFWINDOW SHEET DESCRIPTION:
UNIT AS NEEDED. INSTALLATION DETAILS
3.FOUR(4)ANCHORS REQUIRED PER"T-MULL CLIP,SEE SHEET 2. FIN
TWO(2)or THREE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3. DRAWN BY: DATE:
IRS 04/13/09
4.SEAT MULLION TIGHT TO MULL CLIP. DWG M REV.:
5.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-430 D
SPECIFIC INSTALLATION DETAILS. SCALE: SHEET
12 10 OF 10
William Irwin
S20224
V
d�Q .1
T -..
7,P r..
Last Revision Date:0918 Page 3 of 6
l+ oan doa signed
(]Paper d=NOTs'ned at Site Ins Zemke lg pection aper dots signed at She lrupectian
docs NOT signed at Site Inspection dots signed at Site Inspection
Date Approved: Wednesday,February 10,2021 Notes: s.75/7700
Date Measured:
m m
Class In PSF 45(8.64) Wind Velocity in MPH 137 S20224
µ v
x d''� a i 'Ms.•" 0 D 0 e
tk? }l,: irli+fi4,e,�i.ti :::yr •" �.a;c�W.:,•.Qi..• ,.'T+ .,.tf rl,. _ - .c'.a,,.,. a.'�r. r-C, i c. t, ,fit'' .rt�:6',`:...` '.CJ:;•';:,%''t �•xr.;°4r
Ap ican + a William Irwin Frame Type
nNOC Applicant Phone/Email (813)355-4031 oscerrouch560 otmail.com Exterior Siding _57(or��
Co-A plicantOC + n Ilan Patricia Irwin Year Built 1993
n N
Co-Applicant Phone/Email Bucking Req
Contract Date&FOR 2/09/2021 2/as/2®2a Color
Home Address 37413 Wedgewood Dr -_-_-_-_-_-_-___- Grids
City,State Zip Zephyrhills,Fl.33S42 Frosted gj
County Pasco Impact
Sales Rep John Ventura Non-impact rL
Phone Number (727)678.1417 Window Shields
Email Address JVentura@hppawindows.com Door Shields
Branch S2 S,G`��I�m ii� CusL Init Castcr� .
.r. RK,�'-i '�t0 4.-a as� `
Witt- •�
1 14.0 U-'•�5 �•�A �i� 1���IpLol4Q�
3 ! � 35.1f L.,�
jkd�-a—v- f.w c,
7 60 DR ly
e '
9
10
11
12
13
14
16
16
17
18
19
20
Customer signature: i Y Date: ®z/ A / Q Do you have an HOA Yes or No
(Ple drdo one)
Meazured By '
Do you live in a Flood zone: Yes or No
Date Measured: (Please drdo one)
Last Revision Date:0918 Page 1 of 6