HomeMy WebLinkAbout18-19639 CITY.OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 19639
BUILDING PERMIT
PERMIT INFORMATION LOCATIONIN FORMATION
Permit Number: 19639 Address: 5503 10TH ST
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-11900-0050
Improv. Cost: 10,673.62 OWNER INFORMATION
Date Issued: 5/02/2018' Name: KELLY, BARBARA
Total Fees: 142.50 Address: 5503 10TH ST
Amount Paid: 142.50 ZEPHYRHILLS, FL. 33542
Date Paid: 5/02/2018 Phone: (813)340-5508
Work Desc: REPLACE 9 WINDOWS S/S
CONTRACTORS APPLICATION FEES
POWER HOME REMODELING GROUP LLC BUILDING FEE 142.50
C, c
Ins ections Required
FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
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 such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits 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 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.
CONTRAC OR SIGNATURE PERMIT OFFIgOR
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 Fax-813-780-0021
Building Department
Date Received Phone Contact for Permittingg 813 546 4496
1 1 1 1 1 1 1 1 1 1 1 7 1
Owner's Name Barbara Kelly Owner Phone Number (813)340-5508
Owner's Address 1 5503 10th Street Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 5503 10th Street Zephyrhills, FL 33542 LOT#
SUBDIVISION PARCEL ID# 11-26-21-0010-11900-0050
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED B NEW CONSTR B ADD/ALT = SIGN 0 Q DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL =
DESCRIPTION OF WORK Remove and replace 9 windows-size for size
BUILDING SIZE SO FOOTAGE HEIGHT
BUILDING $ 10 r U",2.1� VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ •/ 19 AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $ / n,
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION t / "C_
=GAS = ROOFING 0 SPECIALTY = OTHER \S
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO ?J
2- l
BUILDER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREK Y/N
Address 7 License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREK Y/N
Address I License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREK Y/N
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREK Y/N
Address License#
OTHER 'COMPANY Dan Price-Power Home Remodeling
SIGNATURE REGISTERED I Y/ N FEE CURREK LZI N
Address 4135 Crescent Park Dr Riverview 33578 License# FCRC1331654
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111111111111111111
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,Storrnwaler 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 Fortes.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsile,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)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
• 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"V"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 sworn to(or affirmed)before me this sc ib c(�d sworn to(o affirme before me this
by 11 by r� c
Who is/are personally known to me or has/have produced a personally known to me or has/have produced
as identification. as identification.
Notary Public �` /` (� Notary Public
Commission No. Commission No. l�al —1 _
Cat 11 ( y, -Ctnd
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
` q� Caitlin Fendler
Commission # GG157443
AA=
�- Expires:November 2,2021
�I„Fa'ti�;:F' Bonded thru Aaron Notary
P Ian Review
w
in do" Doors
1) .Need manufacturing installation specifications:.
2).. Must meet sections R308 and R612 of the 2017 F:B.C:
3),- If windows are to be installed inside.the historical district;-they:w.ill need-to be approved.'
by the historical committee. -
4) No other.work-shall be permitted (framing, plumbing;and mechanical) unless otherwise
specified.:-_ .
5 This is:for replacement lass for lass onl if.you wish to chan a from screen vinyl
). p. (g g ) Y Y g
windows o.glass;then additional information is required..
6) All windows to wall connections:shall be left,visible for. inspection. .
7) All labeling andstickers shall remain on,windows.until.fina.l inspection:
8.): No work shall start without permit first:.
Jacqueline Boges
From: Jacqueline Boges
Sent: Tuesday, April 17, 2018 10:52 AM
To: Gail Hamilton
Subject: plans need approval
Me again, S-S3 1
Replacement windows being done91 s need you to look at. Place in mailbox of mainstreet..
Thanks ...
Jackie Boges
313-790--0020 ext 3513
"A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed, a mere doctrine, but it is He
Himself we have." Dwight L. Moody
Florida has a very broad public records law. Electronic communications regarding most City
of Zephyrhills business are public records and available upon request. Your e-mail
communications may therefore be subject to public disclosure. If you received this message in
error, please do not read, forward, copy, etc. and delete immediately.
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Phone Contact for Permittingg 813 546 4496
11 1 1 1 1 1 1 1 1 i 7 1
Owner's Name Barbara Kelly Owner Phone Number (813)340-.
Owner's Address F 5503 1 Oth Street Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 5503 10th Street Zephyrhills, FL 33542 LOT#
SUBDIVISION PARCEL ID# 11-26-21-0010-11900-0050
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONS R ADD/ALT = SIGN Q Q DEMOLISH
INSTALL a REPAIR
PROPOSED USE = SFR Q COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL =
DESCRIPTION OF WORK Remove and replace 9 windows-size for size
BUILDING SIZE So FOOTAGE= HEIGHT
Q�BUILDING $ lO r u-I a.l. VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ J 1Y AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
W
=GAS = ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
l
BUILDER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License#
OTHER COMPANY =an Price-Power Home Remodeling
SIGNATURE REGISTERED I Y/ N FEE CURREN I Y/N
Address 4135 Crescent Park Dr Riverview 33578 License# I CRC1331654
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItitlllll
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. /v
—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)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII►►III
I
Rcpt:1943599 Rec: 10.00 I
DS: 0.00 IT:. 0.00
03/28/2018 L. K. , Dpty Clerk
Permit No. Parcel ID No" ;ICJ
NOTICE OF COMMENCEMENT \\
State of Florida County of Pasco
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 of Commencement:
1. Description of Property: Parcel Identification No. J
Street Address: �r-o3L./-A, /l ��'
2. General Description of Improvement e dn� edLvcrcf.PoG✓5
•q��r
3. Owner Information
�or Lessee information If the Lessee contracted for lh4%,.provemenl:
Eat VQrb` -.95-0 ` J-Y.Y 7 O NameO>z .��U-ye-�s.��.�.
Address fin'' - City Stale
Interest In Propsrty:/o/ 'lie- / R�� / �, Za,-,S — Y�?'-e- 5,
Name of Fee Simple Titleholder.
(If different from Owner listed above)
Address City Slate
4. contractor. Dan Price-Power Home Remodeling Group
Name
4135 Crescent Perk Dr Riverview FL
Address Cily State
Contractor's Telephone No.: 610.874.5000 x4016 PAULA S.O'NE I L,Ph.D.PASCO CLERK & COMPTROLLER
5. Surety: 03/28/2018 11:07am 1 of 1
Name OR BK 9M. PG 1946 )
Address City Stale
Amount of Bond: 3 Telephone No.:
6. Lander.
Name
Address City State
Lenders Telephone No.:
7. Persons within the Stale of Florida designated by the owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)(7).Florida Statutes:
Power Home Remodeling Grouo
Name
4135 Crescent Park Dr Riverview FL
Address City Slate
Telephone Number of Designated Person: 610.874.5000 ex 4016
8. In addition to himself,the owner designates of
to receive a copy of the Lienors Notice as provided In Section 713.13(1)(b),Florida Statutes.
Telephone Number of Person or Entity Designated by Owner:
9. Expiration dale of Notice of Commencement(the expiration dale may not be before the completion of construction and final payment to the
contractor,but will be one year from the date of recording unless a different date Is specified):
WARNING TO OWNER: 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,CONSUj T
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penally of perjury,I declare that I have read the foregoing notice of c mmencement and that the facts staled therein are true to the best
of my knowledge and belief. ,
STATE OF FLORIDA
COUNTY OF PASCO ���QQQ
rialure of Owner or Lessee,or Owners or Lessee's Authorized _
Officer/Director/Partner/Manager r/(irorr//�
Signalory4s Title/Office The foregoing instrument was acknowledged before me this,day of �iL�,20/Vby I ��a-�� �1/4
as (type of authority,e.g.,officer,trustee,allorne ct)for
�r (name n behalf o ho Inslrum as executed).
Personally Known❑4$Produced Ida ' aticn n l Notary Sign
Type of Identification Produced Name(Print)
Michael George
f% Commission R GG158916
Expires:IVovember 8.2021
-,; 'X a4naeii tllru Aaron Notary
wpdala/bcs/noticecommencemenl_pc053048 Nt
. `
STATE OF FLORMA, COUNTY OF PAWO 02
THIS iSTUCEHTFYTH/Q-THE FOREGOING |GA
TRUE AND CORRECT COPY OF THE DOCUMENT
ON FILE OROF PUBLIC RECORD|N THIS OFFICE
WITN��MY HAND AND OFFICIAL�EAL THIS
iNavonai rleauquariers r\dll tulu ray nil lyt:1Y
2501 Seaport Drive,Chester, PA 19013 32-98801
888-736.6335
WWW.POWERHRG.COM
CRC1331654
"age,M0061- PROJECT AMENDMENT
Buyer(s)'Information and Description of the Property:. Project Number:3M8801 February 26,2018
Karl Kingery Date of Agreement
(727)326-2699(Karl's Cell) March 12,2018
Fay Kingery Date of Amendment
5714 19th St (813)479-8244(Work) fayk@yahoo,com
Zephyrhills, FL,33542 E-Mail Address 1
County:Pasco
Township:
This Amendment("Amendment") is to the CUSTOM REMODELING AND IMPROVEMENT AGREEMENT("Agreement")by and
between Power Home Remodeling Group, LLC ("Contractor"), and "Buyer(s)" listed above. Contractor and Buyer(s) hereby
agree to amend and modify the Agreement as indicated below. Other than'as specifically indicated below,all the terms and
conditions of the Agreement will remain in full force and effect.This Amendment is subject to the terms and conditions of
the Agreement.The following additions,alterations,or deletions to the products and services Buyer(s)ordered are being
made:
Previous Project Price: $24,324.02 New Project Price: $21,036.14
Previous Down Payments Required: $0.00 Additional Down Payment Required: $0.00
Previous Down Payments Collected: Additional Down Payment Collected:
Additional Down Payment Still Due: $0.00
It is agreed and understood by and between the parties that.this Amendment and the original Agreement constitute the
entire understanding between the parties,and there are no verbal understandings changing or modifying any of the terms
of this Amendment. Buyer(s)hereby acknowledges that Buyer(s)has read this Amendment and has received a completed,
signed,and dated copy of this Amendment on the date written below.
Additional Notes:
Removing the two picture windows in the kitchen from the project. I am giving the customer back$3,287.88 changing the
total cost of the project from$24,324.02 to a new total of$21,036.14.
I have read and received each page of this 3 page amendment.
Power Home Remodeling Group Buyer(s) Buyer(s)
J03/12/18 /03/12/18 /03/12/18
Signature of PHRG Representative Signature Signature
Michael George Karl Kingery Fay Kingery
March 12, 2018 17:42 111111 Illy 111111111111111 ME 1111111111111]HE
ivauonai rleaaquariers Nall W iu ray nmyei y
2501 Seaport Drive,Chester, PA 19013 32-98801
888-736-6335
p P WWW.POWERHRG.COM
CRC1331654
µ PI"ODPLIIID Amended Project Specifications
AMENDED
Windows: Living room 2 35.25"x61.25" 4' =-
WINDOWS: Models WinForce Impact Styles Double Hung Types None Configs None
OPTIONS: Color White/White: Grid Pattern : None I Removal Florida Flange I Additional Details None
Windows: Megan's room 1 35.5"x48.75" ,...�..
WINDOWS: Models WinForce Impact Styles Double Hung Types None Configs None
OPTIONS: Color White/White: Grid Pattern : None I Removal Florida Flange l Additional Details None
�d
AMENDED
Windows: Living room 2 2 51.75"x49.0" j
WINDOWS: Models WinForce Impact Styles Double Hung Types None Configs None (
OPTIONS: Color White/White: Grid Pattern : None I Removal Florida Flange I Additional Details None P
Windows: Pantry 1 35.5"x49.0" ,
WINDOWS: Models WinForce Impact Styles Double Hung Types None Configs None
OPTIONS: Color White/White: Grid Pattern : None/Removal Florida Flange/Additional Details None
i F�j;q
Windows: Kitchen 1 35.75"x37.0"
WINDOWS: Models WinForce Impact Styles Double Hung Types None Configs None
OPTIONS: Color White/White: Grid Pattern : None I Removal Florida Flange 1 Additional Details None
s
F
AMENDED
Windows: Garage 4 34.25"x48.75" 6
WINDOWS: Models WinForce Impact Styles Double Hung Types None Configs None Z�
OPTIONS: Color White/White: Grid Pattern : None I Removal Florida Flange l Additional Details None
E
March 12, 2018 17:42
ivanonai heaaquariers nai i dim ray nu iyei y
2501 Seaport Drive,Chester, PA 19013 32-98801
888-736-6335
WWW.POWERHRG.COM
CRC1331654
neuoaeiMc Amended Project Specifications
Windows: Family room 1 25.25"x61.75" (""
WINDOWS: Models WinForce Impact Styles Double Hung Types None Configs None
OPTIONS: Color White/White: Grid Pattern : None I Removal Florida Flange I Additional Details None
S
's
March 12, 201817:42 ���������IIIIII IIIII 1111111111 IIIII IIII IIE
VirinForce Double
K_orthcn-t Buildinc Prc)duct- Hung impact
Florida Product Approval No. Design ProqSuro Maximum Size
22300.1 ./_50 54x77
ceriffit.tion K.Y-t--C-ftlic-fl—,I—
Aqen.y.
AWS Std: AAfiAWDfWCSA 10111.8.2!A440-11
AWS CAR Jk 086-157
AWS Rating: H-LC-PO50 1372x1966(6407)
Olazing: V811 Annealed-Air Space-6A611 Laminated
4
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EN�RGY STAR""I11U4I0Iqd'in HI-9fifight4o 0016m ,
NOVIIIU ISI 11161djIll! 1'I'4)d1ICt-S
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WINFORCE DOUBLE HUNG WINDOW
VINYL FRAME DOUBLE GLAZED
LA .,.w4'
LOW F-SB70 I ARGON
National Fen$SttatiOn FRC NRP-K-34-0
Rating COUnd'
M-171002.04.03 ,00 019081 1/0 1 09
ENERGY PERFORMANCE RATINGS
I&n-F Till v rill 1111,117171M
030 0x20
ADDITIONAL PERFORMANCE RATINGS
Visible Tr�nsmlftaftce Air Leakage( S11-P)
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UGR=2711 BAG=816
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o�This is a acceptable Site plan submittal, to be if9u,**ith the proms®R cal cover sheet for windows; and can be obtained from
the Pasco County Property Appraiser web site -n�c
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1/16/2018 Florida Building Qode Online
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BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links i Search j
Horida
L#"N r :ail Product Approval
x' '�'USER:Public User
j Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL22300-R1
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Northeast Building Products Inc.
Address/Phone/Email 4280 Aramingo Ave
Philadelphia,PA 19124
(215)535-7110
L.Knowles@nbpmail.com
Authorized Signature Lucas Turner
Luke@TurnerEC.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Double Hung
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Scott Wolters,PE
d Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2011
ASTM E 1886 2005
ASTM E 1996 2009
TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 12/28/2017
Date Validated O1/07/2018
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPIxi6lKILNaUwjFbYC3vEIF7geadJ3C6vg%3d%3d 1/2
1/1 6120 1 8 Florida Building Code Online
Date Pending FBC Approval
Date Approved 01/10/2018
Summary of Products e
FL# Model,Number or Name Description
---..__........ ._..V..._._.._._...__......_._..............._......_........_...__._...._.._..—._.._......._...__........
�
22300.1 WinForce Double Hung Impact WinForce PVC Double Hung Window,Large Missile Impact €
Iml s ov Ose"g Certification Agency Certificate
Approved for use in HVHZ:Yes FL22300 R1 C CAC 86-157CAR.odf
Approved for use outside HVHZ:Yes FL22300 RI C CAC 86-164CAR.odf
Impact Resistant:Yes FL22300 RI C CAC 86-204CAR.Ddf EI
Design Pressure:N/A FL22300 R1 C CAC 86-211CAR.ndf I
Other:Please see Certifications,Installation Instructions,and FL22300 R1 C CAC 86-214CAR.odf
Evaluation Report for additional information,design pressures, FI7 300 RI C CAC 86-215CAR.Odf
and configurations that are approved for the HVHZ. FL22300 R1 C CAC 86-216CAR.ndf
FL22300 R1 C CAC 86-403CAR.Ddf
FI 2 300 RI C CAC 96-412 AR.odf
F 2 300 R1 C CAC 86-413 AR.Ddf !
FL22300 RI C CAC 86-414CAR.odf
FL22300 R1 C CAC 86-415CAR.odf I
FI22300 R1 C CAC 86-4 4 .AR.pdf
FL22300 R1 C CAC86-4 4 AR.pdf
Quality Assurance Contract Expiration Date
02/16/2021
Installation Instructions
FL22300 111 II FPA-WinForce-DH-LM-A.odf
Verified By: Lucas A.Turner PE#58201 i
Created by Independent Third Party:Yes
Evaluation Reports
FL22300 R1 AE EvalRenort-WinForce-Di -LM-A.pri
Created by Independent Third Party:Yes
22300.2 WinForce Double Hung Non-Impact WinForce PVC Double Hung Window,Non-Impact
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes F1 7 300 Rl C CAC 86-156 AR.odf
Approved for use outside HVHZ:Yes FL22300 Rl C CAC 86-169CAR.Ddf j
Impact Resistant:No FL22300 Rl C CAC 86-404CAR.odf
Design Pressure:N/A FL22300 R1 C CAC 86-409CAR.odf f
Other:Please see Certifications,Installation Instructions,and FL22300 R1 C CAC 86-410CAR.odf
Evaluation Report for additional information,design pressures, FL22300 R1 C CAC 86-411CAR.odF
and configurations that are approved for the HVHZ. FL22300 R1 C CAC 86-417CAR.Ddf
FL22300 R1 C CAC 86-421CAR.odf
FL22300 R1 CCAC 86-422CAR.odf
Quality Assurance Contract Expiration Date
02/16/2021
Installation Instructions
FL22300 RI TT FPA-WlnForre-DH-NI-A.odf
Verified By: Lucas A.Turner PE#58201
Created by Independent Third Party:Yes i
Evaluation Reports !
FL22300 RI AE EvalReoort-WinForce-DH-NI-A.odf i
Created by Independent Third Party:Yes
Bact< Nazi
Contact Us;;2601 Blair Stone Road,Tallahassee FL 32399 Phone,850-487-1924
The State of Florida is an AA/EEO employer.Copyright 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 mall.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 hate..
Product Approval Accepts:
Credit Card
Safe
y �
https://www.floridabuilding.org/pr/pr_app—dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPIxi6IKILNaUwjFbYC3vEIF7geadJ3C6vg%3d%3d 2/2
GENERA
1.THEP PRODUCT
WINFORCE DOUBLE HUNG WINDOW
1.THE PRODUCT SHOWN HEREIN CONSTRUCTED FROM DECEUNINCK FL#22300
EXTRUDED RIGID PVC FRAMES HAS BEEN TESTED TO AAMANVDMA/CSA APPROVED CONFIGURATIONS LARGE MISSILE IMPACT
101/I.S.2/A440-08/11 AND ASTM E1886-05/E1996-09,AND MEETS THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE,6TH EDITION(2017). DESIGN
CONFIGURATIONS NOTED AS HVHZ APPROVED HAVE ALSO BEEN TESTED CONFIGURATION HVHZ PRESSURE IMPACT
APPROVED RATING
TO TAS201/202/203-94,AND ARE ACCEPTABLE FOR USE IN THE HIGH RATING LOCK NOTE: 1 LOCK ASSEMBLY
VELOCITY HURRICANE ZONE. 54"x77"EQUAL LITE YES +50/50 PSF (ITEMS 23-25)ALLOWED FOR
2.THIS PRODUCT IS LARGE MISSILE IMPACT RESISTANT AND DOES NOT 24"x77"EQUAL LITE YES +50/-50 PSF LARGE AND 24"X77"MAX.SIZE ONLY. ALL
REQUIRE THE USE OF IMPACT PROTECTIVE DEVICES(SHUTTERS)IN SMALL MISSILE OTHER CONFIGURATIONS
WINDBORNE DEBRIS REGIONS. THE 52"X86"SIZE MAY ONLY BE USED IN 45"x86"EQUAL LITE YES +50/-50 PSF REQUIRE 2 LOCK ASSEMBLIES
WIND ZONE 3 AND BELOW IMPACT LOCATIONS. 52"x86"EQUAL LITE WIND ZONE 3
NO +40/-50 PSF
3. THE DESIGN PRESSURES INDICATED IN THIS DRAWING ARE AS LIMITED W/FULL SCREEN MISSILE LEVEL D INSECT SCREEN NOTE: ALL
BY ASTM E-1300 GLASS TABLES,AND TESTED WATER,STRUCTURAL,AND 52"x86"EQUAL LITE NO +50/-50 PSF WIND ZONE 3 SIZES EXCEPT 52"X86"MAY USE
CYCLIC PRESSURES. W/HALF SCREEN MISSILE LEVEL D FULL SCREEN OR HALF SCREEN
4.THIS DOCUMENT ADDRESSES PRODUCT ANCHORAGE TO ACHIEVE THE 42"x82"ORIEL NO +50/-50 PSF WIND ZONE 4 AT FULL DESIGN PRESSURE
INDICATED DESIGN PRESSURES AT THE INDICATED SIZES,IN THE MISSILE LEVEL D
CONFIGURATIONS SHOWN IN THE ELEVATIONS. INSTALL PRODUCTS WITH 54"MAX.
MAXIMUM SHIM GAP,MINIMUM EDGE DISTANCE AND EMBEDMENT,AND 11"MAX.ON 24"MAX.WINDOW WIDTH
14"
WITH FASTENER TYPE AS SHOWN IN THE DETAILS AND AS INDICATED IN MAX.ON WINDOW WIDTH 6"MAX.
CENTER,
_ TABLE 1. FOR FULL PRODUCT CONSTRUCTION DETAILS SEE NCTL TEST FROM
---REPORTS 210-4067-02/02A/03/03A,AND CENTER,TYP. CORNER, TYP. 6"MAX.FROM
210-4083-02/03/04/04A/05/05A/05B/05C/06/06A/06B/06C TYP. CORNER,TYP.
5.APPROVED GLAZING IS AS SHOWN IN GLAZING DETAIL ON SHEET 2 AND
AS SPECIFIED IN ALLOWABLE CONFIGURATIONS TABLE ON THIS SHEET.
6.THE 4/3 ALLOWABLE STRESS INCREASE FACTOR(SHORT-TERM INCREASE
FACTOR)HAS NOT BEEN USED IN THE ANCHOR ANALYSIS FOR THIS OJ 00
SYSTEM. THE 1.6 Cd FACTOR WAS USED IN THE ANALYSIS OF ANCHORAGE p o p
�d
INTO WOOD SUBSTRATE. w C; F 01 ch f-
7.THE OPENING SUBSTRATE MATERIALS(FRAMING,MASONRY,BUCKS)AND " w `v) LL Cl)
ATTACHMENT OF BUCKS TO THE SUBSTRATE ARE BY OTHERS AND SHALL Z x w Z ' x W
BE VERIFIED BY THE ARCHITECT OR ENGINEER OF RECORD OR AS m ¢_ w ¢ = Lucas Tumer
APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). BUCKING, OZ } O co EL 0 O } 0 2017-12-28
OPENINGS,&BUCKING FASTENERS MUST BE PROPERLY DESIGNED& I— p 16:26+19:00
INSTALLED BY OTHERS IN ACCORDANCE WITH THE FBC TO TRANSFER - OJ Z �� Z
SUPERIMPOSED LOADS TO THE STRUCTURE. WITH MASONRY OPENINGS, Fw p p
WOOD BUCKS ARE OPTIONAL.
8.DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE COATED U Cl)g U "
OR OTHERWISE PROTECTED TO PREVENT GALVANIC REACTIONS. WOOD .............
G
BUCKS,IF USED,SHALL BE PRESSURE TREATED,WITH EITHER A SILL ANCHOR SILL ANCHOR
SPACING SPACING qo 59201 �y
TREATMENT OR COATING COMPATIBLE WITH THIS PRODUCT. SAME AS HEAD SAME AS HEAD
9.ALL ANCHORS USED SHALL BE OF A MATERIAL OR HAVE A COATING
Juf�
COMPATIBLE WITH THE PRESSURE TREATED WOOD BUCKS AND ALL OTHER 54"X77"EQUAL LITE ELEVATION 24"X77"EQ. LITE ELEV. -P STATE OF Pr`,`
WINDOW MATERIALS. FS•.<,a?�� i���
10.ALL HARDWARE&FASTENERS SHALL BE IN ACCORDANCE WITH THESE `'•.S�ONALtio```
�h�e„naa
DRAWINGS,ORAS APPROVED,SIGNED,AND SEALED BYA FLORIDA TABLE OF CONTENTS NORTHEAST BUILDING PRODUCTS
REGISTERED PROFESSIONAL ENGINEER ON A SITE-SPECIFIC BASIS. SHEET DESCRIPTION 4280 Aramingo Ave.,Philadelphia,PA 19124 Xx
11.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER 1 NOTES,ELEV., Ph.(215)535-7110 www.camelotwindows.com 12/27/2017
INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE CONFIG.TABLE Lucas A.Tumer,P.E.
RESPONSIBILITY OF OTHERS AND ARE NOTADDRESSED BY THIS SHEET DESCRIPTION: DATE DRAWN:
2 ELEV.,GLAZING NOTES,ELEVATION 4/13/2017 FL PE#58201
DOCUMENT. 3 VERTICAL SECT. 1239 Jabara Ave.
12. FOR ADDITIONAL REQUIREMENTS SEE GENERAL ANCHOR NOTES, 4 HORIZ.SECTIONS SCALE: NTS REV:A North Port,FL 34288
SHEET4. 5 BOM,PART DWGS DRAWING:FPA-WINFORCE-DH-LM SHEET: 1 OF Ph.941-380-1574
• 4
WINFORCE DOUBLE HUNG WINDOW, LARGE MISSILE IMPACT
45"MAX. 52"MAX. 42"MAX.
WINDOW WINDOW
11"MAX. WIDTH 6"MAX. 12"MAX. WIDTH WINDOW
ON CENTER, FROM ON CENTER, FROM 14"MAX. WIDTH
6"MAX.
TYP. CORNER, TYP. —I TYP.
ON CENTER, FROM
TYP. CORNER,
TYP. TYP. J
TYP.
O zt U O Ux
LL CGo w
l) W�Qwf �Q w� NO
Q Z , Q ll..
Z W v U
p W p / W z
z a z a- C v W
z
CO } _ (o U = O Z �_
r
O~ O� �� coo O
�N co O
co oW W W
Z �0
Z
O _ O O
W `mW W °°Ji /
U U U CD m m
cr)� V)� N
SILL ANCHOR
SILL ANCHOR SILL ANCHOR SPACING
SPACING ... SPACING SAME AS HEAD
SAME AS HEAD SAME AS HEAD
45"x86" EQUAL LITE ELEVATION 52"x86" EQUAL LITE ELEVATION 42"x82"ORIEL ELEVATION
5/16"LAMINATED GLASS LITE:
SEE TYPICAL 20 22 17/32"GED 1/8"ANNEALED+0.090"TROSIFOL PVB . ' .
SEE LOCK STAINLESS STEEL ��.`PN9REty
GLAZING DETAIL INTERLAYER BY KURARAY+ ...........vs �Py%�
NOTE, INTERCEPT SPACER 1l8"ANNEALED
roc ss2o� x
SHEET 1 1/8"ANNEALED OR SIKAFLEX 552
o - TEMPERED GLASS vo; wars of .to
16 17 IFS t o R.9e���c`
�s/ON AL�;:<<`
36 34 ff"#,...1W
° NORTHEAST BUILDING PRODUCTS
D EXT. U 4280 Aramingo Ave.,Philadelphia,PA 19124 Z
8 9 N u)L Z Ph.(215)535-7110 www.camelotwindows.com 12127/2017
EXT. INT_ t- ao M SHEET DESCRIPTION: DATE DRAWN: Lucas A.Turner,P.E.
ELEVATIONS,GLAZING DETAIL 4/13/2017 FL PE#58201
MEETING RAILS DETAIL TYPICAL GLAZING 1239 Jabara Ave.
DETAIL SCALE: NTS REV:A North Port,FL 34288
DRAWING:FPA-WINFORCE-DH-LM SHEET. 2 OF 5 Ph.941-380-1574
WINFORCE DOUBLE HUNG WINDOW, LARGE MISSILE IMPACT SEE GENERAL ANCHOR NOTES,SHEET4.
MIN.EDGE DIST., SEE TYP.GLAZING
APPLIES TO BOTH DETAIL SHEET 2 9
SUBSTRATE EXT.AND INT.SIDES, z_W w wj 4
BY OTHERS, on m
SEE TABLE 1 SEE TABLE 1 �g a)Q 15 EXT. INT.
w CLEARANCE
SEALANT BY 36 HOLE AND PLUG
INSTALLER 1 Q O_. INSTALLATION
FASTENER,SEE
1 1 TABLE 1,SEE U
El LOCATIONS w
SHEETS 1-2 g Qa
15 0 � _� El0 co
g m Q SEALANT BY
El
8 ran INSTALLER
0
35
INSTALLATION
FASTENER,SEE -
TABLE 1,SEE MIN.EDGE DIST.,
LOCATIONS Z W w J SUBSTRATE APPLIES TO BOTH
EXT. INT. SHEETS 1-2 m w ao BY OTHERS,
W rn H SEE TABLE 1 EXT.AND INT.SIDES,
SEE TYP.GLAZING CLEARANCE SEE TABLE 1
DETAIL SHEET 2 HOLE AND PLUG
TYPICAL HEAD VERTICAL SECTION TYPICAL SILL VERTICAL SECTION
qo SB281 '':A^
TABLE 1:EQUAL LEG/FLANGE FRAME INSTALLATION ANCHOR REQUIREMENTS TABLE
NOTE: ALL ANCHORS ARE PAN HEAD OR HEX WASHER HEAD
vo_ state OF :fur
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBED. MIN.EDGE DIST. ioP
CONCRETE(2.0 KSI MIN) 3/16"ITW TAPCON 1" 1 1/8"
`•u
NORTHEAST BUILDING PRODUCTS
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" 4280 Aramingo Ave.,Philadelphia,PA 19124
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" Ph.(215)535-7110 www.camelotwindows.com 12127/2017
2X MIN.SOUTHERN PINE WOOD(G=0.55) #10 GRADE 5 WOOD SCREW 1-318" 1" SHEET DESCRIPTION: DATE DRAWN: Lucas A. #582 P.E.
HEAD/SILL INSTALLATION 4/13/2017 FL PE#5a Ave.01
16 GAUGE(0.060")MIN.STEEL STUD,33KSI #10-16 HILTI KWIK-FLEXOR ITW 1/2" 1239 Jabara Av
YIELD MIN.,OR 1/8"ALUM.6063 T5 MIN. TEKS SELF-DRILLING SCREW FULL SCALE: NTS REV:A North Port,FL 34288
DRAWING:FPA-WINFORCE-DH-LM SHEET: 3OF5 Ph.941-380-1574
- i.
WINFORCE DOUBLE HUNG WINDOW, LARGE MISSILE IMPACT
- 1/4"MAX.
1/4"MAX. INSTALLATION FASTENER, SHIM SPACE INSTALLATION FASTENER,
SHIM SPACE SEE TABLE 1,SEE SEE TABLE 1,SEE
LOCATIONS SHEETS 1-2 MIN.EMBED., LOCATIONS SHEETS 1-2
MIN.EMBED., SEE TABLE 1
SEE TABLE 1
CLEARANCE co CLEARANCE
W w= H: W HOLE AND PLUG W w= W HOLE AND PLUG
z
?rn oar' — mow
wQmas�m wamo° uim
z -o LU ❑ INT. z z o X w ❑ INT.
w (n o0 2fA wcoJ.
o0
0 �
o SEE TYPICAL o
GLAZING
DETAIL,
SHEET 2
SUBSTRATE EXT. SUBSTRATE EXT.
BY OTHERS, BY OTHERS, 5 SEALANT BY
SEE TABLE 1 SEE TABLE 1 INSTALLER
SEALANT BY 3 18 9 37
INSTALLER
TYPICAL JAMB HORIZONTAL SECTION TYPICAL OPTIONAL ADD-ON FLANGE SECTION,
JAMB SHOWN, MAY ALSO BE USED HEAD/SILL
,pay Ht+9RH....
GENERAL ANCHOR NOTES: F•
1.INSTALL ONE ANCHOR AS INDICATED IN DETAILS ON SHEETS 3 AND 4 AT EACH LOCATION =-�:' No 7 �73
SHOWN IN THE ELEVATIONS ON SHEETS 1 AND 2.
2.INSTALL SHIMS AT EACH ANCHOR LOCATION WHERE A GAP OF 1/16"OR GREATER EXISTS i:A'; srATE OF :'w
BETWEEN PRODUCT FRAME AND SUBSTRATE.
3.SHIMS SHALL BE LOAD-BEARING PLASTIC OR METALLIC AND CAPABLE OF ';�s',
TRANSFERRING LOADS TO SUBSTRATE. ) , o+A i �
4.SPECIFIED ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL FINISH OR NORTHEAST BUILDING PRODUCTS
STUCCO,BY OTHERS. FOR ATTACHMENT TO METAL SUBSTRATES ENSURE FULL THREAD 4280 Aramingo Ave.,Philadelphia,PA 19124 Z�
ENGAGEMENT THROUGH METAL WALL WITH MIN.3 THREADS BEYOND. Ph.(215)535-7110 www.camelotwindows.com 1 2127/2 0 1 7
5.FOR MASONRY WITH WOOD BUCKS LESS THAN 1-1/2"THICK,EMBEDMENT SHALL BE SHEET DESCRIPTION: DATE DRAWN: Lucas A.Turner,P.E.
BEYOND WOOD BUCKS AND INTO MASONRY. WOOD BUCKS ARE OPTIONAL WITH MASONRY JAMB INSTALLATION/ALT.FLANGE 4/1 312 01 7 FL PE#58201
INSTALLATIONS WHERE MASONRY EDGE DISTANCE CONDITIONS ARE MET WITH NO BUCKS. 1239 Jabara Ave.
WOOD BUCKS 1-1/2"THICK OR GREATER SHALL HAVE EMBEDMENT INTO THE WOOD BUCKS. I SCALE: NTS REV:A North Port,FL 34288
6. ENSURE 3"MIN.ON-CENTER SPACING BETWEEN ANY TWO INSTALLATION ANCHORS. DRAWING:FPA-WINFORCE-DH-LM SHEET. 4 OF 5 Ph.941-380-1574
BILL OF MATERIALS WINFORCE DOUBLE HUNG WINDOW,
ITEM DESCRIPTION PART NO. SOURCE MATERIAL LARGE MISSILE IMPACT
1 HEAD 10005160 DECEUNINCK PVC
2 SILL 10005161 DECEUNINCK PVC 432 432"
3 JAMB 10005162 DECEUNINCK PVC
4 SILL EXTENSION 10005131 DECEUNINCK PVC
5 ADD-ON FLANGE 10008341 DECEUNINCK PVC
6 SASH STOP 10008483 DECEUNINCK PVC
0 MN
8 WEATHER STRIPPING .187 BK X 220 HT ULTRA FAB FIN PILE NNc� Q 0 TIC
9 WEATHER STRIPPING .187 SK X 290 HT ULTRA FAB FIN PILE O JM
0 WEATHER BALANCE CLIP LE FILLED
SILL ROL 11 R TILT RT562 CALDWELL BULB AMESBURY FOAM/POLYETH. 1 2 ❑ ❑
12 FRAME SCREWS-SILL TO JAMB #8 X 1/2"PPH-SS MERCHANTS ST.STEEL O r
13 BALANCE SCREWS #8 X 7/8"PFH -SS MERCHANTS ST.STEEL 27.
14
15 TOP/BOT.LIFT RAIL 10005541 DECEUNINCK PVC
16 KEEPER RAIL 10005543 DECEUNINCK PVC ❑�0
17 LOCK RAIL 10005542 DECEUNINCK PVC 1 " "
18 TOP/BOT.STILE 10005540 DECEUNINCK PVC 32 �2
19 BULB SEAL 10008206 DECEUNINCK PVC
20 GLAZING BEAD-V IG (IMPACT) 10005464/10005144 DECEUNINCK PVC MINb=q 21 PIVOTBAR 16Y513 STAINLESS STEEL CALDWELL ST.STEEL Nc� —IN
0
22 PIVOTBARSCREW #6 x 5/8"PPH TEK-SS MERCHANTS ST.STEEL D ���
23 LOCK D2100AL-XX ASHLAND TIN-ZINC 35 36 15
24 LOCK SCREW #8 X 1"PAINTED PFH MERCHANTS STEEL
25 KEEPER 13999-999-XX ASHLAND TIN-ZINC
26 KEEPER SCREW #6 X 3/4"PAINTED PFH MERCHANTS STEEL a
27 VENTSTOP 1760 VISION VINYL
28 TILT LATCH-UPPER SASH 7397 FC-R/7397 FC-L VISION VINYL O
29 TILT LATCH-LOWER SASH 20F0041(LH)/20F0042(RH) CALDWELL VINYL 1,
30 TILT LATCH SCREW-LOWER SASH #8 X 3/8"PPH TEK MERCHANTS STEEL 120� 11
31 TILT LATCH THUMB BUTTON 20F000501/502 CALDWELL VINYL o 16"
32 W'STRIP V STRIP @ KEEPER INPLCK .270 BK.x.270 HT.ADHESIVE ULTRA FAB FIN PILE
34 LOCK 10300266 ASTRO SHAPES 6005-T5 ALUM.
NFORCEMENT
35 TOP LIFTIRAILIRE REINFORCE ENT 10300159 ASTRO SHAPES 6005-T5 ALUM. r{N .� `` cOF.NSF� y�r
36 KEEPER/BOTTOM LIFT RAIL REINF. 16300159 ASTRO SHAPES 6005-T5 ALUM. roo 58241 t�P:
1 37 ISTILE REINFORCEMENT 10300166 ASTRO SHAPES 6005-T5 ALUM.
o;:
N 123"32 1 23
32" 1 ��•../otiA�ti�..
1g" NORTHEAST BUILDING PRODUCTS
= O 4280 Aramingo Ave.,Philadelphia,PA 19124 z�
—rN MIN Ph.(215)535 7110 www.camelotwindows.com 1?l27/2017
23" ❑ r1N N coSHEET DESCRIPTION: DATE DRAWN: Lucas A.Tumer,P.E.
32
O 16 17 BILL OF MATERIALS,PART DWGS 4/13/2017 FL PE#58201
SCALE: NTS REV:A 1239 Jabara Ave.
North Port,FL 34288
DRAWING:FPA-WINFORCE-DH-LM SHEET: 5 OF 5 Ph.941-380-1574
4/11/2018 Florida Building Code Online
BCIS Home Log In User Registration f Hot Topics Submit Surchargi Stats&Facts Publications FBC Staff BCIS Site Map Links Search
`�f}fldd _
tt :' Product Approval
�� USER:Public User
Cam:,,._-�:':mi.•s�
ProductARDroval Menu>Product or ARolicagga Search>Boolication List>Application Detail
Div
FL'I FL17472 R3
Application Type Revision
Code Version 2017
Application Status Validated
Comments
Archived
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft.Myers,FL 33912
(800)432-2204 Ext4305
jflesher@easternmetal.com
Authorized Signature James Flesher
jflesher@easternmetal.com
Technical Representative Timothy J.Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
(800)432-2204 Ext4314
thoard@easternmetal.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Keystone Certifications,Inc.
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
TAS201 1994
TAS202 1994
TAS203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 02/14/2018
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC%2bOtoUJ5%2fT7NaD9SzMxXWfpyvfrXvrA%3d%3d 1/2
4/11/2018' Florida Building Code Online
Date Validated 04/04/2018
Summary of Products
...
_...........
...._..--
FL# Model,Number or Name Description
17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion
Mullion
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL17472 R3 C CAC EAS 622-104CAR.PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/22/2021
Design Pressure:N/A Installation Instructions
Other:See drawing set for mullion size,angle and design FL17472 R3 II PA-On04 SS 2018-02-14.pu
I pressure rating Verified By: Hermes F.Norero,P.E.73778
Created by Independent Third Party:Yes I
Evaluation Reports i
FL17472 R3 AE PER5504 SS 2018-02-14.pjff
Created by Independent Third Party:Yes i
17472.2 HVHZ Clipped Aluminum Tube HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal,T
Mullion and X Configurations
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL17472 R3 C CAC EAS 622-101CAR.PDF
Approved for use outside HVHZ:Yes FL17472 R3 C CAC EAS 622-1n2CAR.PDF
Impact Resistant:Yes FI.17472 R3 C CAC FAS 622-103CAR.PDF
Design Pressure:N/A FL17472 R3 C CAC EAS 622-105CAR.PDF
I Other:See drawing set for mullion size,configuration and FL17472 R3 C CAC EAS 622-106CAR.PDF
design pressure rating Quality Assurance Contract Expiration Date
07/18/2021 j
Installation Instructions i
I FL17472 R3 II PA-0003 SS 2018-02-14.pd f
i Verified By: Hermes F. Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL17472 R3 AE PFR5505 SS 2018-02-14.pdf
Created by Independent Third Party:Yes
P.ae!< taexe '
Contact Uc;;2601 elalr StnngRoaA Tallahacc FI z�z o Phoney 850-487-1824
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https://www,floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC%2bOtoUJ5%2ff7NaD9SzMxXWfpyvfrXvrA%3d%3d 2/2
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
GENERAL NOTES: Wl 'W2'� r'Wl'-r'W2'1
4 1. THE PRODUCFSHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION(2017) p E
7
FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE.
3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 4 ' / j MULL
INDIVIDUAL UNITS ATTACHEDTO MULLIONS MUST BE IMPACT RATED. p SPAN'V
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRYAND 2X FRAMING AS A MAIN WIND FORCE ANCHOR CLIP,
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE TYP p p
FOUNDATION IS THE RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. VERTICAL SPAN
S. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE VERTICALMULL
STRUCTURE.BUCK DESIGN AND INSTALLATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT`OF RECORD 4 SPAN'L' SMULPAN'L'
FOR THE PROJECT OF INSTALLATION.
6. THEINSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A MUL TT O P �/ �/ p�
SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, WY
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN �� pro
NON-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMI-DADE FIER. p
7. MULLION&CLIP MATERIAL:ALUMINUM 6005-TS&6063-T6(AS NOTED)
}I " B. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL 0 / W1'
.-9. SEESHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION p p
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CUP, A
10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING TYP 4
SHALL BE PROTECTED IN ACCORDANCE WITH THE 6TH EDITION(2017)FLORIDA BUILDING CODE. TYPICAL MULLION ASSEMBLY HORIZONTAL TIT" MULL SPAN
MULL
INSTRUCTIONS: SPAN'L'r
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. E
2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 'W2'
TABLE OF CONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: l_f
• ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF p
SHEET REVISION SHEET DESCRIPTION ONE-WAYMUWONS.
• ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH
1 - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. p
• SEE SHEET 11 FOR ASSEMBLYAND LOAD EXAMPLES. p ,Wll
2 - MULLION DETAILS IF ASSEMBLYTYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART.
3 - ANCHOR CUP DETAILS 4. VERIFYTHAT MULLION DESIGN PRE55URE MEETS OR EXCEEDS REQUIRED DESIGN
PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10.
4 - MULLION SECTIONS S. QUALIFIED CUP TYPES APPEAR ON SHEETS 6-10.MULTIPLE ANCHOR
TYPE/SUBSTRATE/CUP COMBINATIONS WITHIN AN OPENING ARE ALLOWED.
5 - TYPICAL MULLION&CUP ASSEMBLIES 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCTWILL HORIZONTAL SPAN
GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING.
6 - 1"X 3-1/6"(LIGHT)MULLION DESIGN LOAD TABLES
7 - 1"X3-1/8"(HEAVY)MULLION DESIGN LOAD TABLES
8 - 1"X4"MULLION DESIGN LOAD TABLES `S1 REVISIONS FAs1EexAluxnEcnmAlsaTErrs
`NS �$F. O �i� ��►rEas tQ ADry M F
9 - 2"X4"MUWON DESIGN LOAD TABLES rn
`�� I Ftiv'Ex"xt:Tr�svPP�r
lv', A1 1CC •( M t IDOMC=Av
10 - 2"X 6"MULLION DESIGN LOAD TABLES � ��. '7 O �^ a ,,,, p o•T;p,oe o�'a„�, crracas,n11eu
J•• tarr�BtateD
11 - MULLION ASSEMBLY AND LOAD EXAMPLES �$ TxtE
HVHZ CLIPPED ALUMINUM TUBE MULUONS
-• ;T _ VERTICAL AND HORIZONTAL CONFIGURATIONS
GENERAL AND INSTALLATION NOTES
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Reason:l am approving this document 16'S PA-0003 N.T.S. €c;e1� AumoBDAnox Ro.>es7e
Dee EAST DIH BI ,sn:119 s�Er: BEv:
Date:2018.02.14 15.50A9-OS'00' DAwA aFAm n..—
FBFE cn>.or AumaarzAnw no.1es>e � °A� D��ON F� 1 OF 11 -
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--I 2.000" I—
0.250" I I
1.000^ —.1 2.000^ �
1.000^ --{ f--- 1.aoo^
0.250" 0.250" 6.000"
0.125" 0.125" 4.000" 4.000"
3.125" 3.125"
0.375" 0.625" 0.250" 0.250" 0.250"
1"X 3-1/8"(LIGHT) 1"X 3-1/8"(HEAVY) 1"X 4" 2"X 4" 2"X 6"
MULLION MULLION MULLION MULLION MULLION
SEE SHEET 6 FOR SEE SHEET 7 FOR SEE SHEET 8 FOR SEE SHEET 9 FOR SEE SHEET 10 FOR
QUALIFIED CUPS QUALIFIED CLIPS QUALIFIED CUPS QUALIFIED CLIPS QUALIFIED CLIPS
NOTE:SEE SHEET 3 FOR SPECIFIC CUP
TYPES AND DIMENSIONS.
o- , REVISIONS Eastern
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HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLION CROSS SECTIONS
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0 0 2.25" 0 7 2.25" ' o 0 0
2.25"
2.625" 3.375" 0 2.25" 0 0 2.25" o
4.625" 5.375"
0 0 0.12.5" 2'
2.25" � 0.125" � J1
0.�5 2^ � � � L-0 0
2.25"
A
1 2"X 5"X 21/4" L-CLIP 2"X LUMINUM 6063-T6 0.125"
MI 13/4" L-CLIP
2"X 4"X 3 3/8" L-CLIP ALUMINUM 6063-T6 AL 2"
ALUMINUM 6063-T6
2"X 4"X 5 3/8" L-CLIP
10.46" ALUMINUM 6063-T6
zso" oa2z"--j �---
' 2.2�2.25�
o 0.722"� �--- 10.4fi"
2.25' o 0 02.25' 0 2.25" R
2.25" o 0 1.75"
� 0 2.335" 0 2.25" o
+ flB„ H-T _ i
1.25" ... �2,25"
2.25" 0 2.25" 0
2.125" 2.125"
0.188"
T 1015/32"X 21/4" H-CLIP 1.25"
21/4 U-CLIP 13/4 U-CLIP
ALUMINUM 6063 T6 ALUMINUM 6005-T5 ALUMINUM 6005-T5 n "
1015/32 X 13/4 H-CLIP
ALUMINUM 6063-TS
8.25"
2.25° 2.25" 2.25"
0 0 0 0
2.625"
' REVISIONS � AorvlswNs
a.. , /Eiasteres �NBAB Ff N,� BYP0.B YTS
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0.125" $_�- HVHZ CLIPPED ALUMINUM TUBE MULLIONS
0.875"�� __* / =* = VERTICALAND HORIZONTAL CONFIGURATIONS
CLIP DETAILS
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8 1/4n X 3 3/8u H-CLIP ;�� •. 0• 02 Os 13 TRH
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INSTALLATION ANCHOR
(SEE NOTES SHE INSTALLATION ANCHOR INSTALLATION ANCHOR
6-10) 21/2"MIN. (SEE NOTES SHEETS 11/2"MIN. (SEE NOTES SHEETS HORIZONTAL
EDGE DIST. 6-10) EMBEDMENT 6-10) MULLION,TYP.
CONCRETE OR—
MASONRY MASONRY BY OTHERS
CAULK BETWEEN a d 3 4"MIN. EXTERIOR MULLION CLIP
CONCRETE/MASONRY&1X �''° d e ,° EMBEDMENT EDGE DIST. .o P.
WOOD BUCK BY OTHERS E ___
'U'CLIP
a TYP.
1 X WOOD BUCK CONCRETE OR ° EXTERIOR INTERIOR
BY OTHERS MASONRY BY OTHERS
CAULK BETWEEN I I
MULLION CUP CONCRETE/MASONRY&2X VERTICAL
TYP. WOOD BUCK BY OTHERS '° MULLION,TYP. I I
I I
2X WOOD BUCK °.
EXTERIOR i I INTERIOR BY OTHERS a . MULLION INTERIOR TYP. p_HORIZONTAL SECTION
MULLION T-MUWON INTERSECT DETAIL
TYP. 4
HORIZONTAL SECTION SIDE VIEW
VERTICAL SECTION JAMB-2XWOODBUCK
4 HEAD-CONCRETE/MASONRY SIDE VIEW-HORIZONTAL I I
SIDE VIEW-VERTICAL INSTALLATION ANCHOR
(SEE NOTES SHEETS I I
6-10)
HORIZONTAL
MULLION,TYP.
EXTERIOR i I INTERIOR
I I MULLION EXTERIOR INTERIOR
I I TYP. NOTE
MULLION CLIP
' DETAILS SHOWN ARE TYPICAL FOR ALL ® ® TYP.
MULLION&CLIP ASSEMBLIES.SEE
VERTICAL
SHEETS 6-10 FOR ALLOWABLE MULLION
I MULLION,TYP.
CONFIGURATIONS,SIZES,AND DESIGN
I I MULLION CLIP I PRESSURES.
I I TYP.
HORIZONTAL SECTION
X-MULLION INTERSECT DETAIL
'^ 1 1/4"MIN. SIDE VIEW
d ° EMBEDMENT
1 I/
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INSTALLATION ANCHOR
(SEE NOTES SHE 21/2'MIN. =�. : �$":'�.
HVHZ CUPPED ALUMINUM TUBE MULLIONS
6-10) j
EDGE DISTANCE — VERTICAL AND HORIZONTAL CONFIGURATIONS
-0 �STP`Ti INSTALLATION DETAILS
q VERTICAL SECTION ���"� 02 os 13 T1H
4 SILL-CONCRETE/MASONRY F ......... B RDINGDB II'N.L
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VERTICAL MULLION
U{LIP TO MULLION
CONNECTION
HORIZONTAL MULLION
H-CLIP
a
SUBSTRATE BY OTHERS
SUBSTRATE VARIES,SEE
NOTES SHEETS 6-10
H-CLIP ANCHORS
ALL INSTALLATION HOLES
MUST HAVE AN ANCHOR
INSTALLED IN THEM
MULLIION AND CLIP ASSEMBLY
TYPICAL ASSEMBLY SHOWN WITH 1"x 31/8"MULLION
AND H-CLIP.OTHER MULLIONS AND CLIPS ARE APPROVED.
SEE INDIVIDUAL MULLION SHEETS
F. o RE%nSIONS .,._ Eastern
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VERTICAL AND HORIZONTAL CONFIGURATIONS
MULUION AND CLIP ASSEMBLY DETAILS
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DESIGN PRESSUREUMITS FOR MULLION:1"x3-1/8" LIGHT-ONE-WAY MULLIONS I 1.000" MULLION
MULLION
SPAN'L' TRIBUTARY WIDTH'W'(IN.)
(IN.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 2..0 200.0 200.0 0.125"
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 3.125"
60 200.0 200.0 181.0 158.0 143.3 134.3 129.8 129.3 127.6
72 161.6 123.7 301.5 87.3 77.7 71.1 67.2 66.7 63.8
84 101.0 76.9 62.7 53.5 47.1 42.6 39.7 39.3 36.9
96 67.4 51.1 41.5 35.2 30.8 27.6 25. 225.2 15.9 ONE-WAY MULLION DIAGRAMS
108 47.2 35.7 28.9 24.4 21.3 19.0 17.5 17.2 35.9
0.375"
DESIGN PRESSURE LIMITS FOR MULLION:1"x3-7/B"(LIGHT)-TWO-WAYMUWONS V X 3-1/1 (LIGHT) MULLION
SPAN'L' TRIBUTARY WIDTH'W(IN.) ALUMINUM 6005-TS MULLION
(IN.) 18 24 30 36 42 48 53.125 54 fi0 MULLION
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0
48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5
60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4 W 1+W2
72 157.6 118.2 94.5 78.8 67.5 59.1 53.4 52.5 47.3 TRIBUTARY WIDTH= 2
84 99.2 74.4 59.5 49.6 42.5 37.2 33.6 33.1 29.8
96 66.5 49.9 39.9 33.2 28.5 24.9 22.5 22.2 19.9
308 46.7 35.0 28.0 L.3 20.0 17.5 15.8 15.6 14.0 ^
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS ISALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS.
QUALIFIED ANCHOR CLIPS S. ANCHOR REQUIREMENTS:
•WOOD:N34 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
•CONCRETE:1/4"TTW TAPCONS
•METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
0 0 0 6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G:0.55.
o •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
0 o O o BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
0 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
2"X 5"X 21/4" L-CLIP MIN.40DO PSI.
21/4" U-CLIP •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
ALUMINUM 6063-T6 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
ALUMINUM 6005-TS "MUST BE USED IN PAIRS
U-CLIP FOR USE ONLY IN
MULLION-TO-MULLION
CONNECTIONS \,% F ' REVISIONS fwsrfn"""c""ec,wwsYs,Era
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NOTE:SEE SHEET 3 FOR SPECIFIC CLIP o 0 0 _* f�f * - mom. HVHZ CLIPPED ALUMINUM TUBE MULLIONS
TYPES AND DIMENSIONS. _ -0 T/lT.� _ VERTICALAND HORIZONTAL CONFIGURATIONS
7U+ 1"x318"LIGHT MULLION
1015/32"X 21/4n H-CLIP ?o�= p� P; �� ; a,E DN�YmBY: PPEPN E9 BY:
ALUMINUM 6063-T6 �i�COSY•••••• ••.. G�\� 02 OS 13 T1H onnwma uu BO BUIMND DPs.INC
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MULLION
DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(HEAVY)-ONE-WAY MUWONS
SPANV TRI BUTARY WIDTH'W'(IN.) -�{ 1.000" MULLION
-
(IN.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 2000. 200.0 200.0 200.0 2D0.0 200.0 200.0 200.0 200.0 0.125"
60 2000. 200.0 200.0 191.4 176.7 167.5 162.2 161.6 159.4
72 200.0 154.5 126.8 109.1 97.1 88.9 84.0 83.3 79.7 3.125"
84 126.2 96.1 78.4 66.8 58.9 53.2 49.6 49.1 46.1 - -
96 84.2 63.9 51.8 44.0 38.5 34.5 3L9 31.5 29.3 ONE-WAY MULLION DIAGRAMS
108 58.9 44.6 36.1 30.5 1 26.6 1 23.7 21.8 21.5 19.9
DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(HEAVY)-TWO-WAY MULLIONS 0.625"
SPANV TRIBUTARYWIDTH'W'(IN.) 1"X 3-1/811 (HEAVY) MULLION �•�
(IN.) 18 24 30 36 42 48 53.125 54 60 MULLION 1 MULLION
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 ALUMINUM 6005-TS
36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0
48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5
60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4
72 196.8 147.6 118.1 98.4 84.4 73.8 66.7 65.6 59.1 W1+W2
84 124.0 93.0 74.4 62.0 53.1 46.5 42.0 41.3 37.2 TRIBUTARYWIDTH= 2 -IL
96 83.0 62.3 49.8 41.5 35.6 31.1 28.1 27.7 24.9
108 58.3 43.1 35.0 29.2 25.0 2L9 39.8
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
QUALIFIED ANCHOR CLIPS S. ANCHOR REQUIREMENTS:
0 •WOOD:#14 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
o •CONCRETE:1/4"ITW TAPCONS
o •METAL:1/4"SELF-DRI W NG SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
13/4" U-CLIP o o •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G:0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
ALUMINUM 6005-TS BE MEDIUM WEIGHT CONFORMINGTO ASTM C90.
0 0 0 0 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
U-CUP FOR USE ONLY IN MIN.4000 PSI.
MULLION-TO-MULLION 2"X$"X 13/4" L-CLIP •METALANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METALSTRUCTURE.STEELSHALL BE MIN.
CONNECTIONS 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-TS.
ALUMINUM 6063-TG
**MUST BE USED IN PAIRS
ARDHIiED1UlUl srs�sMs
REVISIONS Eastern ADMSx"�
/'0
EASiENN METAL SYPPLY
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NOTE:SEE SHEET 3 FOR SPECIFIC CLIP =* � '7f"•; * T w HVHZ CLIPPED ALUMINUM TUBE MULLIONS
TYPES AND DIMENSIONS. 0 0 0 - 9 - VERTICAL AND HORIZONTAL CONFIGURATIONS
TA 2 1"x 3 1 8"HEAVY MULLION
1015/32"X 13/4" H-CLIP 'gs. .....+.�P: � � DAIE:pR NDY: PREPARED T.
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MULLION
DESIGN PRESSURE UMITS FOR MUWON:1"x4"-ONE-WAYMULUONS 1.000"
MULLION-
SPAN I! TRIBUTARY WIDTH'W'(IN.) I
(IN.) 18 1 24 30 36 1 42 48 53.1251 54 60
24 200.0 1 200.0 200.0 200.0 1 2WD 200.0 200.0 1 200.0 200.0
36 200.0 200.0 200.0 M20-O.0
200.0 200.0 200.0 200.0 200.0 0.250"
48 200.0 zoo.o zoo.o 2oD.o 200.0 200.0 200.0 200.0
60 200.0 200.0 200.0 2 00.0 200.0 2-0 200.0 200.072 200.0 200.0 200.0 161.6 14T9 139.7 138.6 132.6 4.000"84 200.0 159.9 130.4 98.0 98.5 82.5 81.7 76.7 ONE-WAY MULLION DIAGRAMS
96 140.1 106.3 86.3 64.1 57.4 53.1 5258108 98.1 74.2 60.1 44.3 39.5 36.3 35.9 33.1
DESIGN PRESSURE U MITS FOR MULLION:1"x 4"-TWO-WAY MULLIONS r-
SPAN'L' TRIBUTARY WIDTH'W'(IN.) 0 250" MULLION
(I N.) 18 24 30 36 42 48 53.125 S4 60 MULLION
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 1"X 4" MULLION J
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.5 ALUMINUM 6005-T5
48 200.0 200.0 200.0 2D0.0 200.0 186.1 168.1 165.4 148.8
60 200.0 200.0 200.0 198.5 170.1 148.8 134.5 132.3 119.1
72 200.0 200.0 196.6 263.8 140.4 122.9 111.0 109.2 98.3 W 1+W2
84 200.0 154.7 123.8 103.2 88.4 77.4 69.9 68.8 61.9 TRIBUTARYWIDTH= 2
111 Ell
96 138.2 103.7 82.9 69.1 59.2 51.8 46.8
108 97.1 72.8 58.2 48.5 41.6 36.4 32.9 32.4 29.1
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS ANDSPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
S. ANCHOR REQUIREMENTS:
•WOOD:#14 WOOD SCREWS
-CMU:1/4"ITW TAPCONS
•CONCRETE:1/4"ITW TAPCONS
QUALIFIED ANCHOR CLIPS 6 •METAL:1/4"SELF-DRILLING SCREWS(GRADES)
. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
0 0 0 0 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
0 0 0 0 MIN.4000 PSI.
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METALSTRUCTURE.STEEL SHALL BE MIN.
18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
0 0 0 0
0 0 0 0
" 11 IE `S�YY�S F. O'''7�i REVISIONS `� EASiFAN AusNnEclurk srsiEws
2 X 4 X 3 3/8 L-CLIP 81/4" X 3 3/8" H-CLIP `�¢�• .F '; ® Er'iPSt4'f'lD """�'"s
•• ': n.-urn•H ur nNo 163E1 WM611CRVF.
ALUMINUM 6063-T6 1 ErnrcEns,Eunsv
-MUST BE USED IN PAIRS ALUMINUM 6063-T6 = Z /7 �:•O Irtlr= ,�,-:%'^•^^"'"'"F"^"^^'v"•�"" ansDlzlao
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
p= Tp? J ry 1"x4"MULLION
O'•n'(p'R(gP;' �U� wtE DRavm sr. a+FO sr:
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP '�`
�<S,•• Cj\; 02 05 13 TJH RUIIEUN Fll ING
TYPES AND DIMENSIONS. � r1 ♦ DRnwwDNo: scuE: '
� FlIFE EE nON NTE OF
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DESIGN PRESSURE UMITS FOR MULLION:2"x4"-ONE-WAY MULLIONS MULLION
SPAN TRIBUTARY WIDTH'W IN. 2.000"
(IN.) 18 24 30 36 42 48 53.125 S4 60 I MULLION
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 2000
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.250"
72 200.0 200.0 200.0 200.0 200.0 297.0 188.0 196.8 190.1
84 200.0 200.0 195.1 166.4 146.6 132.5 123.5 122.2 114.8
96 200.0 159.0 129.1 109.5 95.9 85.9 79.5 78.5 73.0 4.000"
108 146.7 11L1 89.9 16.0 66.2 s9.1 s4.a S3.7 49.5 ONE-WAY MULLION DIAGRAMS
DESIGN PRESSURE LIMITS FOR MULLION:2"x 4"-TWO-WAY MULLIONS
SPAN'L' TRIBUTARY WIDTH'W(IN.)
(IN.) 18 24 30 36 42 48 53.125 54 60 MULLION
R72
200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.2511 MULLION
200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 " 4"
MULLION
X 4 MULLION
200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6
200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1 ALUMINUM 6D05-T5
200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1
200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1
200.0 155.1 124.1 103.4 88.6 77.6 70.1 68.9 62.0 ]Ell
W 1+W2
308 145.2 108.9 87.1 72.6 62.2 54.5 49.2 48.4 43.6 TRIBUTARY WIDTH= 2 -��-�
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS.
S. ANCHOR REQUIREMENTS:
•WOOD:#14 WOOD SCREWS
TAPCS
QUALIFIED ANCHOR CLIPS CO CM
1 4"IITW APCONS
•METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2•.HOLLOW CMU SHALL
0 0 0 o BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
MIN.4000 PSI.
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-TS.
0 0 0 0
2"X 4" X 3 3/8" L-CLIP _
ALUMINUM 6063-T6 � E$F. O�C� REVISIONS Eastern
1N � SB
**MUST BE USED IN PAIRS
��.• ' ..��",".:.`.:,�::a�'.;; EBNIDOM6TI<�VE
%.�O � Tom,w nMrcxs.nyasss
.� an+oiaiw
NVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP = TA? qF .•• 2"x 4"MULLION
TYPES AND DIMENSIONS. O,n••:9( (oP;'=YU wre oRamer. vnEcnBwmar.
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2.000" MULLION
DESIGN PRESSURE LIMITS FOR MULLION:2"x 6".ON E-WAY MUW ONS
SPAN'
L' TRIBUTARY WIDTH'W'(IN.) MULLION
(IN.) is 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 2..0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.250"
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 1s6.8
84 200.0 200.0 200.0 191.0 171.5 157.6 14&7 147.5 140.1
96 z00.0 200.0 18&8 161.6 144.1 1313 123.0 121.8 114.6 ONE-WAY MULLION DIAGRAMS
108 200.0 197.0 162.7 140.1 124.2 112.6 104.9 103.8 97.0 6.000"
DESIGN PRESSURE LIMITS FOR MUWON:2"x6"-TWO-WAY MUWONS MULLION
SPAN V TRIBUTARY WIDTH W(IN.) MULLION
(IN.) 18 24 30 36 42 1 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 197.0 17&0 175.1 157.6
60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1
72 200.0 200.0 200.0 175.1 150.1 13L3 118.7 116.7 305.1 0250"
84 200.0 200.0 180.1 1..1 128.7 1126 101.7 300.1 90.1 . -��-�
96 200.0 197.0 157.6 131.3 112.6 98.5 89.0 87.6 78.8 2n X fi��MLILLION
108 200.0 175.1 140.1 116'7 100.1 87.6 79.1 77.8 70.0 ALUMINUM 6005-TS TWO-WAY MULLION DIAGRAMS
TRIBUTARY WIDTH= Wi+W2
2
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
QUALIFIED ANCHOR CLIPS 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS.
S. ANCHOR REQUIREMENTS:
•WOOD:#14 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
0 0 0 0 •CONCRETE:1/4"17W TAPCONS
•METAL:1/4"SELF-DRIWNG SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL BE MEDIUM
WEIGHT CONFORMING TO ASTM C 90.
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE MIN.4000 PSI.
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.18 GA.(0.D45"
THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
0 0 0 0
LL FF " \\\\� ..F // REVISIONS -.►- p�r ea`'Tuw IwcN� sYs��vs
2 X 4 X 5 3 8 L-CLIP EaSt`Sl7l
S o
F�s,EMN MErryM.m�.
a..
ALUMINUM 6063-T6 , 0� ]6MC1 DOM611C RVF.
**MUST BE USED IN PAIRS `
� "-:• HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
NOTE:SEE SHEET 3 FOR SPECIFIC CUP 11 -..�y r / 2"x 6"MULLION
TYPES AND DIMENSIONS. (dR1VA;'
02 OS 13 TJH BUIWINGDROMINC
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U.FIST 0 BL SlE]]M SNFtT; MEy;
n-E ai or�imd�omRUTW N0.mu � °A� °E�P�ON PE" 30 OF 11
:r
EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES
MULL {.�
L
SPAN'12 Wi, ,W2, �{I I SPAN L'
MULL 1 I
SPAN'L'
Wl'
'W1'
'Wi'
MULL
SPAN'L' 'W2'
'W2'
J—
HORIZONTAL MULLION HORIZONTAL MULLION
TRANSOM OVER MULTIPLE UNITS MULTIPLE UNITASSEMBLY
VERTICAL MULLION HORIZONTAL MULLION
'Wi' 'W2'
MULL MULL
SPAN'L' SPAN'L'
,WI11 'WI 11
oz i
MULL
SPAN T'
'W2' 'W2'
LLt:==fjll' Lt===�Jll
—�
VERTICAL MULLION HORIZONTAL MUWON HORIZONTAL MULLION
HINGED DOOR W/SIDEUTE /�stern
r p /�
NOTES: Oi' REVISIONS Eifa7�V�/r Er�+x ur srsr�us
1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT
SPECIFICALLY SHOWN MAYBE EXTRAPOLATED FROM THOSE SHOWN. z 7$__:., '"
2. IF THE LOADING TYPE CANNOT BE DETERMINED,USE TWO-WAY ASSEMBLY HVHZ CLIPPED ALUMINUM TUBE MULLIONS
CONFIGURATION VALUES. _ TA
NmP6C6AlIVERTICAL AND HORIZONTAL CONFIGURATIONS
3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. I MULLION ASSEMBLYAND LOAD EXAMPLES
O'-9l P: �u w�auASSE v
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iHPE�T�.wK w�ixomun'w wo.ns�e °A� OEP"ON "� 11 OF 11
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City of Zephyrhills UV
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received:
Site: V y/
Permit Type:
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
�f
I
This comment sheet shall be kept with the permit and/or plans.
/,,61167xz��
Kalvin Swit —Plans Examiner Date Contractor and/or eowner
(Required when c ents are present)