HomeMy WebLinkAbout19-21989 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 21989
BUILDING PERMIT
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"PERMIT`INFORMATION LOCATION:INFORMATION <~
Permit Number: 21989 Address: 6152 SILVER OAKS DR
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lots) Block: Section:
Square Feet: Subdivision: SILVER OAKS
Est. Value: Parcel Number: 03-26-21-012A-00000-0070
Improv. Cost: 12,430.00 1 ; - OWNER INFORMATION - a
Date Issued: 10/30/2019 Name: HENDRICKS, GLENDA
Total Fees: 157.50 Address: 6152 SILVER OAKS DR
Amount Paid: 157.50 ZEPHYRHILLS, FL. 33542
Date Paid: 10/30/2019 Phone: (813)715-4211
Work Desc: REPLACE 3 WINDOWS S/S
CONTRACTORS APPLICATION FEES
RENEWAL BY ANDERSON WINDOW REPLA BUILDING FEE 157.50
Caw,
ections Required
F OTER 2ND ROUGH PLUMS_ M INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC I 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.
CONT CTOR SI ATURE PERMIT OFFI R
PERMIT E PIRES IN 6 MONTHS WITHOiUT 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 Permitting
owners Name • HENDRICKS GLENDA K owner Phone Number M S`715^" 1.11
Owner's Address 6152 SILVER OAKS DR ZEPHYRHILLS,FL 33542-4800 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
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Fee Simple Titleholder Address
JOB ADDRESS 6152 SILVER OAKS DRZEPHYRHILLS, FL 33542-4800 LOT#
SUBDIVISION is'I DO. 1 PARCEL ID# 03-26-21-0126-00000-0070
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED B NEW CONSTR a ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR 0 COMM = OTHER
rip
TYPE OF CONSTRUCTION = BLOCK = ST
FRAME = STEEL =
DESCRIPTION OF WORK �QCIh 1.�I Size— 3 -512.e,4+umCc tl
BUILDING SIZE SO FOOTAGE= HEIGHT
=BUILDING $ I (`.31J VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING $ q c/,
IpvJU /
- =MECHANICAL $ VALUATION OF MECHANICALiINSTALLATION
=GAS = ROOFING = SPECIALTY = 0THER O�J1
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO /L/JJ� y
.. /
BUILDER COMPANY ndefserref-Flerkda- Ali "fife,
SIGNATURE REGISTERED I IY/ N FEE CURREI Y/N
Address 987-ti-K RPR-dy Rlvrl r)rlanrin FI 324i4 - I License# 'GGG4-52J
\ ELECTRICIAN COMPANY
SIGNATURE REGISTERED I 'Y/ N FEE CURREN I YIN
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREA Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED I I Y/ N FEE CURREI. Y/N
Address License#
Iltlillllllltllllllllllllllllllllllllllllllltlllllltllllllttlllllll
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,Stonnwater 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#Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Slonnwater 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.
. . . . .'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .646
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
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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 IMPACTIUTILITIES 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 they"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. I
FLORIDA JURAT(F.S 117.03)OWNER OR AGENT ��ONTRACTbs a nd s r� (or ffir e b ore e t 5 rib savor or a d)bef r iO3 = o is/ a pe sonally known to me or hasthave produced Who tare er pally nown to me or hasihave produced ,as identification. as identification. x o a
c co 6�. rZ—
,� O d c Z W �D x�0_ uNotary Public i LILi lV �! } Notary Public 0
w W Commission No. Commission No. I nNi z
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4 W C a
c Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
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INSTIR#20191�7091 OR BK 9964 PG 2411 Page 1 of 1
08/29/2019 03:07 PM Rcpt:2085895 Rec:10.00 DS:0.00 IT:0.00
Nikki Alvarez-Sowl i s, Esq., Pasco County Clerk&Comptroller
Permit No. ParcellONa 03-26-21-012A-00000-0070
NOTICE OF COMMENCEMENT
Slaleot ��fiC`C° County ofiF�3
THE UNDERSIGNED hereby gives notice that Improvement YAR be made to certain real property and in accerdenre wtlh Chapter 113,Florida Statutes,
the following information is provided in this Notice of Commencement:
1. Description of Property:Parcel Identification No.03.26-21.012A-00000.0070
Street Address;
6152 SILVER OAKS OR ZEPHYRHILLS,FL 33542-4800
2. General Description of Improvement Replacing Windows and/or Doors Size for Size
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3. Owner Information or Lessee information If the Lessee contracted forthe improvement:
HENDRICKS GLENDA K
Name ZEPHYRHILLS FL
6152 SILVER OAKS DR
Address City Stale
Interest in Property. owner
Name of Fee Simple Titleholder:
(If different from Owner listed above)
Address / (r �j J1 (, / City State
4. Comractor. Rme ABrAndanin onrkrida / J C o,i t.,1 f•`�.� ) (.Ifs
ssrw u—
Name YYY Orlando FL
my erg.
Address r �^7 City Slate
ContraCoYs Telephone No.:
5. Surety.
Name
Address city Slate
Amount of Bond:$ Telephone No.:
i
6. Lender.
Name
Address City Stele
Lenders Telephone No.:
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7. Persons within the State of Florida designated by the owner upon whom n otres or other documents may he served as provided by
Section 713.130)(a)(7),Florida Statutes:
Name
Address City State
Telephone Number of Designated Person:
8, In addition to himself,the ownerdesignates of_
to recaive a copy of the Liences Notice as provided in Section 713.13(1)(b),Florid i Statutes.
Telephone Number of Person orFatity Designated by Ownen
i
E. Expiration date of Notice of Commencement(the a.Viration date may not be before the oompletion of construction and foal payment to the
contractor,but Wit be one year from the date of recording unless a different dale is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THc NOTICE OF COMMENCEMENT STATE OF FLORIDA, OUNTY OF PASCO
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1. SECTION 713A3, FLORIDA STATUTES,ANO CAN 1
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE THIS IS TO CERTIFY THAT THE FOREGOING IS A
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR ANATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEM i ENT. TRUE AND CORRECT COPY OF THE DOCUMENT
Under penalty of periury,I declare that I have read the foregoing figlice qf commencement and ft the facts stated therein are tme to the best ON FILE OR OF PUBLIC RECORD IN THIS OFFICE
of myknowledge andbefef. r WITNESS MY HAND AND OFFICIAL SEALTHIS'
STATE OF FLORIDA �+
COUNTY OF PASCO ., � �J lD DAY OF 6— 9—
SigriMureaf0wnerorLessee,orOwnefsorLessees thortzed CLER &COMPTROLLER
OtAeerl0lredorlPartnafMerrager
DEPUTY CLERK
Sig elOffiee �
The foregoing instrument was acknowledged before me INs day -
as (type of authority,e.g.officer,trustee,attomeyi in fad)for
InameofDariv=behalf of whom inshumem was execvled).
Persane0y Known❑OR Produced Idtent(calio Notary Signature i` 1 J1�'C I � c�^ g •��
Type of Identification Promced L` Name)Print) n n(jnFeZq 1►'1 11 f f 0 q
"fora' SHANNQNMELLICK �� dk 2y"r y
I`Commission#GG 300535 , �"
f ry` Expires February 11,2023
`rr1,. 'tea
gpW TMu Troy Fain Imaurane 800.W7019 YBrq 7
wpdatalbcsincticecommencemoMyc033048 I
FL_.�:
enewal .:..
byAndersen...
WINDOW WEPLACEIVIENT an Andersen Company
Change Order Form
Customer Name: Glenda Hendricks —Rep: Jason Britton
Original Contract Date: 8/1/19 Change Order Date: 8/1/19
Change in Scope of Work: Add Unit Subtract Unit Change Unit Change All Units (circle one)
Unit#: 104 ubtract/Change: Armor ScreenIf added,fill below:
New# Room rypc �W H Ratio Int Ext 'Glz Temp—
HW hocks Screen
Unit#: Add/Subtract/Change: If added,fill below:
New#—Room---Type—W—H— Ratio— Int—ExtG1z Temp HW Locks Screen
Unit#: Add/Subtract/Change: If added,fill below:
New#—Room Type_W_H_ Ratio_ Int_Ext Glz Temp HW_Locks_Screen
Change applied to all units:
Original Contract Total:$ 10830 New Contract Total: $ 12430
Increase OR Decrease(circle one)due to Change Order: $ 1600
Method of Original Paymen CC Auth Cash Check Financing (circle one)
Method of Payment/Refund for Change: CC Auth Cash Check Financing (circle one)
If added to original CC Auth/Financing,additional total is: L aid up frontJ Paid upon completion (circle one)
I hereby authorize Renewal by Andersen to make these changes to my project as stated above.
H/O Signature: Date: 8/1/19
000
RBA Signal e4l Date:1 8/1/19
Renewal '
byAndersen. Order Summary
$ dba:RENEWAL BYANDERSEN OF CENTRAL FLORIDA GLENDA HENDRICKS
Legal Name:Universal Roofing Group,Inc.I License#1 CGC1524135 6152 Silver Oaks Or
997 West Kennedy blvd I Orlando,FL 32810 Zephyrhills,FL 33542
wixoow aE �,cEMExr Phone:407-803-4723 1 Fax:407-386-8262 1 Customerservice@rbafla.com
Measure Tech:Jason Britton,(813)928-2733 H:8137154211 I C:
OO•• FLOOR
_ I ,
I
UNIT NOTES
SIDE
� .
{ ' vy
A,
03
Mom
102
FRONT4 »- fi".+` .'.ice•.pwF' :_ j f
I a•`+'., _::�s`'r'rr�';'3 d' �f i�,"-�tr.'�r1'�=2 ij _. r
BACK
_ _ - :�^'i'-.r��^»Y�„r ,, - Vic', •
• SIDE
. _ I
40BPHOTOS
7i:.r�.���:y3�i:T'•
Image 1
08/01/19
Page 3 / 9
Renewal Order Summary
Andersen.
dba:RENEWAL BYANDERSEN OF CENTRAL FLORIDA GLENDA HENDRICKS
Legal Name:Universal Roofing Group,Inc.I License#CGC1524135 6152 Silver Oaks Dr
997 West Kennedy blvd I Orlando,FL 32810 Zephyrhills,FL 33542
WIND, NE uCEMENT Phone:407-803-4723 I Fax:407-386-8262 I CustomerserviceCarbafla.com
Measure Tech:Jason Britton,(813)928-2733 H:8137154211 1 C:
.. ROOM
JOB
101 Bed 1 72" 60" Window: Gliding, Doubl , 1:1,Active/Passive, Insert Frame, Exterior White,
Interior White Glass: All ash: High Performance SmartSun Glass, No Pattern
Hardware: White Scree : Fiberglass Grille Style: No Grille Misc: None
Construction: None Material: None
102 Family room 109" 72" Window: Gliding,Triple, 1:1:1, Insert Frame, Exterior White, Interior White
Glass: All Sash: High Perfi rmance SmartSun Glass, No Pattern,Tempered Glass
Hardware: White Scree': Fiberglass Grille Style: No Grille Misc: None
Construction: None Material: None
103 Family room 106" 191, Specialty: Chord, Base Flame, Exterior White, Interior White Glass: All Sash:
High Performance SmartSun n Glass, No Pattern Grille Style: No Grille Misc:
None Construction: No he Material: None
PRODUCTS:3 WINDOWS: 2 PATIO DOORS: 0 SPECIALTY: 1 MISC: 0 Updated 811119
•: NO
Estimated Duration:
-f �1 tA�i�o`c — �Yi C C (�(�Oti''�C C C�rl� 0 i1 G•
- -- - - ----- -
08/01/19
Paget / 9
4/15/2019 Florida Building Code Online
OF
tl
Wofessional Regulation
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Florida
® Product Approval
dr .
� USER:Public User
Product Approval Menu>Product or Application Search>Pppl cation List>Application Detail
oFFict oF THrz FL# FL19562-R3
SECRETARY Application Type Revision
Code Version 2017
Application Status Approved
Comments
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Archived D
Product Manufacturer Andersen Corporation
Address/Phone/Email 100 Fourth Avenue North
Bayport,MN 55003
(651)264-5-.
alan.barstad@AndersenCorp.com
Authorized Signature AlawBarstab— �
alan.barstad@AndersenCorp.com
ALL WORK SHALL COMPLY WITH PREVAILING
Technical Representative CODES FLORIDA BUILDING CODE
Address/Phone/Email ,w- =` " �TIONAL ELECTRIC CODE
AND'-Tq CITY OF ZEPHYRHILL�
Quality Assurance Representative ,� ORDINANI ES
Address/Phone/Email REVIEW DATE �+ ' q q q
F' OCT' Is'� Gol9
Cate o
9 ry Windows' CITY OF ZEPHYRHI
,
Subcategory Fix't PLAN EXAMINE----------
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer '
E) Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero,P.E.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Locke Bowden P.E.
O Validation Checklist-Hardcopy Received
Certificate of Independence FL19562 R3 COI COI Andersen SS 2015-08-31.pdf
i
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2011
AAMA/WDMA/CSA 101/I.S.2/A440 2008
AAMA/WD A/CSA 101/I.S.2/A440 2005
Equivalence of Product Standards
Certified By
Sections from the Code
https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQWtDgs%2fmGF.y.6..—onPmV%2tPDOkVgJXWRvuYURETx%2bO6Ek2Ag%3d%3d 1/2
4/15/2019 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 12/17/2018
Date Validated 12/17/2018
Date Pending FBC Approval 12/20/2018
Date Approved 02/19/2019
Summary of Products
FL At Model,Number or Name Description
19562.1 Renewal Series Picture Windows Picture Window-Full Frame
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL19562 R3 II AWD092 SS 2018-12-17.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E. FL PE No.73778
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See Installation Instructions,AWD092,and Evaluation FL19562 R3 AE PER4163 SS 2018-12-17.pdf
Report,PER4163,for sizes,design pressures,and installation Created by Independent Third Party:Yes
requirements.
19562.2 Renewal Series Picture Windows Picture Window-Universal Frame
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL19562 R3 II AWD244 SS 2018-12-17.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E.FL PE No. 73778
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See Installation Instructions,AWD244,and Evaluation FL19562 R3 AE PER5899 SS 2018-12-16.pdf
Report,PER5899,for sizes,design pressures,and installation Created by Independent Third Party:Yes
requirements.
19562.3 Renewal Series Picture Windows Picture Window-Fixed Casement
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL19562 R3 II AWD094 SS 2018-12-17.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E. FL PE No. 73778
^Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
1 Other?See Installation Instructions,AWD094,and Evaluation FL19562 R3 AE PER4087 SS 2018-12-17.pdf
Report,PER4087,for sizes,design pressures,and installation Created by Independent Third Party:Yes
} requirements.,,
e
�d L'
19562.4 .:�:_ Renewal Series Picture Windows Picture Window-Insert Frame
ly Limits of Use Installation Instructions
Approved for use in HVHZ:No FL19562 R3 II AWD091 SS 2018-12-17.(�df
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E.FL PE No.73778
Impact Resistant:No Created by Independent Third Party: Yes
Design?Pressure:N/A Evaluation Reports
Other-See Installation Instructions,AWD091,and Evaluation FL19562 R3 AE PER4084 SS 2018-12-17.pdf
Report,PER4084,for sizes,design pressures,and installation Created by Independent Third Party:Yes
requirements.
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
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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:
® e_6h M
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Safe
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2fmGFoyT6raUonPmV%2fPDOkVgJXWRvuYURETx%2bO6Ek2Ag%3d%3d 2/2
ANDERSEN CORPORATION, INC Ande rsen.
INSTALLATION NOTES: Ka
1.THROUGH FRAME:ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION
RENEWAL SERIES PICTURE WINDOWS WI..iR -100RI
SHOWN. 100 FOimtH AVE NORTH
INSERT FRAME - NON-IMPACT B)26 Y,MN 39(651)26
2. INSTALL INDIVIDUAL INSTALIAT/ONANCHORS WITHINA TOLERANCE OFt1/21NCH OF THE PH:(6v)z64S130 Fx:(6st)zw-sees
DEPICTED LOCATION IN THEANCHOR LAYOUT DETAIL(LE.,WITHOUT CONSIDERATION OF
TOLERANCES).TOLERANCESARE NOTCUMUJATIVE FROM ONE INSTALLATIONANCHOR TO THE OQ a m
NEXT. ' Z Z#
3.THROUGH FRAME:FOR INSTALLATION INTO 2X BUCK USE#10 WOOD SCREWS OF SUFFICIENT GENERAL NOTES: w Z
LENGTH TO ACHIEVE I I/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE AND SHALL atw0
MAINTAIN MINIMUM 3/4"EDGE DISTANCE. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND =
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION O v
FLORIDA BUILDING CODE,EXCLUDING HVHZ.THE PRODUCT
4.THROUGH FRAME:FOR INSTALLATION INTO METALSUBSTRATES USE#10 HWH GRADE 5 H< w
SELF-D HAS BEEN EVALUATED TO THE FOLLOWING:
RIWNG ORSELF-TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS w F m w
• AAMA/WDMA/CSA 101/IS.2/A440-05/08
MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATE AND SHALL MAINTAIN MINIMUM mri II��
3/4"EDGE DISTANCE. TABLE OF CONTENTS v!� 'o Z<
2. ADEQUACY OF THE EXISTING STRUCTURAL _
S.THROUGH FRAME:FOR INSTALLATION THROUGH 1X BUCKTO CONCRETE/MASONRY,OR DIRECTLY CONCRETE/MASONRY,2X AND METAL STUD FRAMING AS A SHEET REVISION SHEET DESCRIPTION w< < p G<
...f w o- w a
INTO CONCRETE/MASONRY,USE ONE(1)3/16INCH ITW TAPCON OF SUFFICIENT LENGTH TO MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF mWITHSTANDING AND TRANSFERRING APPLIED PRODUCT 1- w m
1 A GENERAL 6INSTALI.ATION NOTES �-t a m ix�a,ACHIEVE 11/4 INCH MINIMUM EMBEDMENT AND SHALL MAINTAIN MINIMUM 2"EDGE DISTANCE.
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE Oc a
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 2 A ELEVATIONS 6 ANCHOR LAYOUTS ao
6.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT INSTALLATION. ¢I --�
LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. 3 A THROUGH FRAME INSTALLATION DETAILS S GLAZING DETAIL
7.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION 3. IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 4 A QUALIFIED SHAPES
RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE m
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE
B.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO RESPONSIBILITY ENGINEER OR ARCHITECT OF RECORD ,^
MORTAR JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR FOR THE PROTECTT O OF F INSTALLATION. v/
JOINT INTO FACE SHELL OF BLOCK. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC Z
9.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S AND MAY NOT REFLECTACTUAL CONDITIONS FOR A SPECIFIC 0
INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH SITE.IF SEE CONDITIONS CAUSE INSTALLATION LICENSED
DEVIATE Z
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. FROM THE RARC ARCHITECT
SIN,ALICIFIC DESIGN PRESSURE RATING I—� p
lO.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC I �'t <
DOCUMENTS FOR USE WITH THIS DOCUMENT. SIZE DESIGN PRESSURE i
MATERIALS WITH THE FOLLOWING PROPERTIES: ` p
S. APPROVED IMPACT PROTECTIVE SYSTEM I5 REQUIRED TO 48°X 48" +50.0/-50.0 PSF / U
A.WOOD-MINIMUM SPEGFICGRAVITY OF 0.55. PROTECT THIS PRODUCT INAREAS REQUIRING IMPACT -�-- ti---
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. RESISTANCE. 84°X 84° +35.0/-35.0 PSF p
C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90 106"X 62" +35.0/-35.0 PSF
D.STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM WALL THICKNESS OF 48 MILS(18 6.WINDOW FRAME MATERIAL:FIBREX6 AND PVC.
GAUGE).
E. ALUMINUM-MINIMUM WALLTHICKNESS OF 6063-TS ALLOY OR BETTER. 7.SEE SHEET 3 FOR GLAZING DETAILS.
&DESIGNATIONS"X"AND"0"STAND FOR THE FOLLOWING: O
X. OPERABLE PANEL
0: FIXED PANEL ///
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DWG#:Digitally signed by Hennes F.Norero,P.E. A W D09 1 y
Reason:I am approving this domment
Date:2018.12.17 18 27:17-0600' SHEET: 1 OF 4
i
UNIT MAX.
WIDTH 84" Andersen.
MAX.D.L.O. MWA
79"
A UNIT MAX. wino 71.0
a WIDTH 106"
goo FouanH Ave rroaTH
MAX.D.L.O. BAYPORT,Mw5500a-10s6
101° Pe:(65q 26aa150 FX(651)26+MOBS
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ANCHOR LAYOUT INTERCHANGEABLE FOR ALL SIZES a No _ Z
TYPICAL SHOWN HEREIN NOT TO EXCEED DWG#:
MAXIMUM QUALIFIED SQUARE FOOT q�/D091
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SHEET: 2-:OF 4
CONCRETE/MASONRY Andersen.
BY OTHERS
CAULK BETWEEN wVA
CONCRETE/MASONkY&2X
13/16"O.A.INSULATEDM11G.W...."N.
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8AY"T,MN 5500-1D96
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#10 PAN HEAD WOOD SCREW
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EXTERIOOTHERS SHIM SPACE
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HEIGHT 1 INSTALLATION ANCHOR
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By OTHERS r SHIM SPACE Q S,
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EXTERIOR FINISH METAL SUBSTRATE BY OTHERS ^ LL
BY OTHERS 0
1X WOOD BUCK 11/4"MIN. EXTERIOR J S HEATING BY OTHERS LLJ
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OR CONCRETE BY OTHERS WIDTH Lci V)
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BCIS Home 1 Log In I User Registration I Hot Topics I Submit Surcharge Sta &Facts I Publications I Contact Us I BCIS Site Map Links I Search
Florida
Y Product Approval
I USER:Public User
bu�a �em
Product Approval Menu>Product or Application Search>Application List>Application Detail
OF FL# FL19563-R3
SECRETARY Application Type Revision
Code Version 2017
Application Status Approved-.r'
Comments
Archived U
Er' �
Product Manufacturer Andersen Corporation
Address/Phone/Email 100 Fourth Avenue No th
Bayport,MN<55003
(651),264=5308
alan.barstad@AndersenCorp.com
Authorized Signature Alan Barstad
alan.barstad@Andersen Corp.com
Technical Representative
Address/Phone/Email
,yF
Quality Assurance Representative
Address/Phone/Email
Category Windows '1/
f:
Subcategory Horizontal Sl ider.r"
r
Compliance Method ^� :--------Evacuation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
O Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F.Norero,P.E.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Locke Bowden P.E.
O Validation Checklist-Hardcopy Received
Certificate of Independence FL19563 R3 COI COI Andersen SS 2015-08-31.p_df
Referenced Standard and Year(of Standard) Standard Year
AAMA/WD A/CSA 101/I.S.2/A440 2008
AAMA/WD A/CSA 101/I.S.2/A440 2011
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/17/2018
Date�lidated 12/17/2018 _ -- - ---_—__--- _ -
Da, Pending BC Approval 12/26/2018
ate Approved 02/19/2019
S'mmaa of P-oducts
FL# fil Model,Number or Name Description
19563.1 Renewal Series Renewal Glider Window
Limits of Use Installation Instructions
Approv4for use in HVHZ:No FL19563 R3 II AWD243 SS 2018-12-17.pddf,
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E.FL PE No.73778
4mpa6i:Resistant: No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See Installation Instructions,AWD243,and Evaluation FL19563 R3 AE PER5898 SS 2018-12-16.pdf
Report,PER5898,for sizes,design pressures,and installation Created by Independent Third Party:Yes
requirements.
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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.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 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.
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AN D E RS E N CORPORATION And�rsen.
RENEWAL BY ANDERSEN SERIES .GLIDER WINDOW +
lm wu1mtl��50avE Homes
(NON-IMPACT) (NON-HVHZ) ��m,M
PH:(651116E-5 FX:(6511160-SE65
DESIGN PRESSURE RATING z Fj B e
o a yI J vi
SIZE CONFIGURATION DESIGN PRESSURE SASH WIDTH RATIO H _ '
Ile
GENERAL NOTES: s rR+Z> z p O- $ S
72"X 80" XO +40.0/-40.0 PSF 1:1 TABLE OF CONTENTS w z 3F
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND 96"X54" KID +40.0/-40.0 PSF 1:1 SHEET REVISION SHEET DESCRIPTION 3O Z d
MANUFACTUREDTO COMPLY WITHTHE CURRENT EDITION Q p? z
A d
FLORIDA BUILDING CODE(FBC),EXCLUDING HVHZ AND HAS 96"X 72" XO +40.0/-40.0 PSF 1:1 1 - GENERAL NOTES&GLAZING DETAIL p a ]W
BEEN EVALUATED ACCORDING TO THE FOLLOWING: 108"X54" XO +25.0/-25.0 PSF 1:2 2 _ ELEVATIONS W 3 m co M
AAMA/WDMA/CSA 101/I.S.2/A410-08/11 0=
108"X 72" NO +20.0/-20.0 PSF � 1:2 3 - ELEVATIONS w
<q
2. ADEQUACY OF THE EXISTING STRUCTURAL 56"X80" ( XO +40.0/-00.0 PSF 1:2 ui
4
7 - ANCHOR LAYOUTS a
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING _
4"X 54" XO +40.0/-40.0 PSF 1:2
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF 5 - ANCHOR LAYOUTS F a
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT 74"X 72" XO +35.0/-35.0 PSF 1:2
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE 48"X48" XX +40.0/-40.0 PSF 1:1 6 - VERTICAL SECTIONS REMARKS BY DATE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 7 - HORIZONTAL SECTIONS
INSTALLATION. 72"X 80" XX +30.0/-30.0 PSF 1:1
96"X54" XX +35.0/-35.0 PSF 1:1 8 - ANCHOR DETAILS
3. 1%AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 9 - INSTALLATION NOTES&ANCHOR SCHEDULE
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 95"X60" XX +35.0/-35.0 PSF 1:1
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 96"X 72" XX +20.0/-20.0 PSF 1:1
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF orurxarRmr:RarnutmHonrorawRn.ahas
RECORD FOR THE PROJECT OF INSTALLATION. 144"%54" XOX +30.0/-30.0 PSF 1:1:1 pIE 0511E mxwnOHsuus[iHswunOHmOeaRre
FlI°M 111E R W IRFl.1FNf5 ORRIIID NERF W,A II<EHSED
144"X72" XOX +25.0/-25.0PSF 1:1:1 3/4"O.A.INSULATED FNGINRRORMdrtER9WLVREPARE5rtE5VEGnC
4. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A GLASS ralusEMRnITxaPo�SREsr.
TOLERANCE OF t1/4 INCH OF THE DEPICTED LOCATION IN 84"X 60" XOX +40.0/-40.0 PSF 1:1:1 Digitally si Rdrtd@.yy Norero,P.E
THE ANCHOR LAYOUT DETAIL(I.E.,WITHOUT 84"X80" XOX +35.0/-35.0 PSF 1:1:1 Reason 1V1RT s�6Eymant
CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT EXTERIOR INTERIOR Dat�'18 .62. 'VV/jam
CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE 144"X54" XOX +30.0/-30.0 PSF 1:2:1 `,� •,.•E ice'
NIXi _ 144"_X-72" XOX + .0/".0PSF 1:2:1
S. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 84"%60" XOX +40.0/-40.0 PSF 1:2:1 `�` * N 7 7
€ GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR 84"XSO" KOX +35.0/-35.O PSF 1:2:1 SILICONE
i ASPECIFICSITE.IF SITE CONDITIONS CAUSE INSTALLATION BACK BEDDING S /r OF ?or
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, DESIGN PRESSURE UPGRADE RATING i 1/2"GLASS 14j
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE I 1 BITE �iT - O 1
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN SIZE CONFIGURATION DESIGN PRESSURE SASH WIDTH RATIO
NON-HVHZAREAS. "� i ��/ O
56"X48" XO +61.0/-79.0 PSF 1:1 ` '7im #R11111gL1,ldc
6. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON 40"X 40" XO +81.0/-100.0 PSF 1:1 O�A PX_N.77
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
88"X"I XO +42.0/-43.0 PSF 1:1 GLAZING DETAIL �RAMU LSL
$ 7. WINDOW FRAME MATERIAL:FIBREX&PVC 74"%72" %O +50.0/-50.0 PSF 1:1 FBPE¢HT.0<AU11HU ATI N.2UM
IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD 74'XW' XO +50.0/-65.0PSF 1:1
GLAZING NOTES: FLU. FL19563
B.
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED 108"X 72" XOX +26.0/-26.0 PSF 1:1:1&1:2:1
g OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN 1. GLASS TYPE&THICKNESS SHALL COMPLY WITH ASTM E1300
CHAPTER 23. 120"%64" KOK +28.0/-28.O PSF 1:1:1&1:2:1 REQUIREMENTS AS WELL AS APPLICABLE SAFETY GLAZING DATE: 11.07.18
9. GLASS SHALL MEETTHE REQUIREMENTS OF ASTM E 1300 S6"X48" XOX +61.0/-79.OPSF 1:1:1&1:2:1 REQUIREMENTS PER THE FBC.TEMPER AND SAFETY GLAZING DWG.BY: CHK.BY:
GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. 74"X 64" XOX +50.0/-65.0 PSF 1:1:1&1:2:1 REQUIREMENTS SHALL BE REVIEWED ON A SITE SPECIFIC BASIS. RV I H FN
P 108"X"I XOX +40.0/-40.0 PSF 1:1:1&1:2:1 2. SETTING BLOCK DUROMETER HARDNESS OF 70-9D(SHORE A)AS SCALE: NTS
REFERENCED IN FBC CHAPTER 24.
`yL -SEE FRAME DESCRIPTIONS ON SHEET 6&8 3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS DWG.a: AW D243
1. DP UPGRADE PRODUCT POSITIVE RATING IS DRIVEN WIDER THAN 36"AS PER FBC CHAPTER 24. SHEET:
BY STRUCTURAL ONLY.WATER IS NOT INCLUDED. 4. D.L.O.AND DESIGN PRESSURES MAY NOT EXCEED MAX VALUES IN
2. DP UPGRADE PRODUCT MUST BE INSTALLED DESIGN PRESSURE TABLES ON SHEET 1. �I
THROUGH FRAME ONLY,EXCEPT ON SILL WHERE llll
JAMB CLIPS MUST BE USED. OF 9
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€ Andersen.
UNIT MAX. UNIT MAX.
WIDTH 96" WIDTH 308"
MAX.D.LO. MAX.D.LO. MAX.D.L.O. MAX.D.L.O.
43 15/16" 43 15/16" 33 5/16" 66 3/8"
A B A B Im FOURTH AVE NORTH
6 6 6 6 BAYPORf, -11013-1096
PH:(6511264-5150�FX(651)264&48S
ZU W
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D A C F11 D A C F d�N 0B12
UNR MAX. 7 7 7 7 UNR MAX. 7 7 7 7 = z K m
MAX. D.L.O. MAX. D.L.O. _
HEIGHT HEIGHT ^X° Z Z a Z -
°0° HEIGHT HEIGHT ^X^ ^p^ -� Z
72" 65" 72^ 65" ¢�+z 1 `
7 7 Z3 j co
F w \
F a
ELEVATION ELEVATION NOTE: REMARKS BY DATE
96"X 72"XO UNIT 108"X 72"XO UNIT ALTERNATE MEETING STILE LOCATIONS
MAY BE USED SUCH THAT MAX.DLO
1:1 SASH RATIO 1:2 SASH RATIO DIMENSIONS SHOWN HEREIN ARE NOT
EXCEEDED.UNEQUAL SASH RATIO NOT
AVAILABLE FOR ACTIVE/ACTIVE()X)UNITS.
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UNIT MAX.UNITMAX .x 6�oan°�insra nm�"`oowax�r�`
WIDTH 72" \Intl/l�
WIDTH 96" MAX.D.LO. MAX.D.L.O. ���``II
3115/16" 3115/16"
MAX.D.L.O. M AX.MLO. '
4315/16" 4315/16" A B \)•E•• 'QO
A B 6 6 N 7 7
6 6
ii S A OF j
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UNIT MAX. ��i� L
6 D A C F MAX. D.LO. D A C Fg41d.E
UNIT MAX. HEIGHT HEIGHT 7 7 7 7 F No 73778
NG �
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MAX. D.LO. 7 7 7 7 80" 73" M r WI�1a tiM 3�
f HEIGHT HEIGHT "X" °X° °X" °X. FEE CEP OF u morAna N.20M
72" 65"
> FL# FL19563
DATE: 11.07.18
DWG.By !CHK 11 BY:
N
SCALE: NTS
DWG.#: AWD243
ELEVATION ELEVATION SHEET:
96"X 72"XX UNIT 72"X 80"XX UNIT
1:1 SASH RATIO 1:1 SASH RATIO
OF 9
UNIT MAX. �L�
WIDTHB4" Andersen.
MAX. MAX. MAX. UNIT MAX.
WIDTH 144"
D.L.O.
D.L.O. D.L.O.
UNA
245/8" 245/8" MAX.D.LO. MAX.D.L.O. MAX.D.LO.
44 5/8" 44 5/8" 44 5/8"
eamom,M ssona-lwsPH:(651 16b6150 F%:(651)269-540
UNIT MAX. D A 7 7 C F o f
o is pli
MAX. D.L.O. 7 7 7 7 w a x F �HEIGHT HEIGHT "O" W. UNIT MAX. 7 7 •X• " " •X" W Z Z s s"80" 73" MAX. D.LO. a ° `HEIGHT HEIGHT3c 72" 65" E Z9 mw E 7 7 s3 W
F a
REMARKS BY DATE
NOTE:
ELEVATION ELEVATION ocanONSMAYBEu ESES STILE
84"X 80"XOX UNIT 144"X 72"XOX UNIT THAT MAX.DLO DIMENSIONS
1:1:1 SASH RATIO 1:1:1 SASH RATIO SHOWN HEREIN ARE NOT
EXCEEDED. unurxmunlcrFcmumx"DroxsFwasP1
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UNITMAX. �wcwwl on" aauu�PivmesvF��
WIDTH 84" x"mMFrm raxugxroFlx¢max¢xr.
DUNT MAX
LO. D.L.O. D.O. W DITH 144"
18 7/16" 36 7/8" 18 7/16" •'
_MAX.D.LO._ __ MAX.D.L.O. MAX.D.LO. ���
— _A _ B 33 7/16" — 66 7/8" 33 7/16" - . .
�0
6 6 N 7 7
A B _*
S A OF a Z
D A '(CS
UN MAX. 7 7 7 7 � � O
MAX. D.LO. C F FE�bEilY WA<hk\aE
HEIGHT HEIGHT 1 7 7 a�i M Woo RE m we
80" 73" "X" "0" "X^ UNR MAX. 39a c DAKA 6EMN aW 135
MAX. D.L.O. "X" "O" X. FRPE C OFF DANIA BEAM xMAM W.29M
HEIGHT HEIGHT
72" 65" FL# FL19563
DATE: 11.07.18
DWGRV �HFN
SCALE: NTS
DWG.#: AWD243
ELEVATION ELEVATION SHEET:
84"X 80"XOX UNIT 144"X 72"XOX UNIT
1:2:1 SASH RATIO 1:2:1 SASH RATIO
OF 9
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i
j .
q� Andersen.
d TWO INSTALLATION ANCHORS(SEE �
@ MAX.O.C.SPACING TABLE ON SHEET 9)AT MEETING STILE
SEE SCHEDULE END LOCATIONS THROUGH HEAD,
SPACED 2.5"ON EACH SIDE OF MEETING RENEWAL SERIES GLIDER ANCHOR SPACING
STILE. .,.•o•F�.000•.
CORNER DIST. EXCLUDES UNff55 36"X 48" FROM MAX O.C. MAX O.C. MAX O.C. 100 FOURTH AVE NORM
SEE SCHEDULE INSTALLATION CONFIG. METHOD CORNERS HEAD SILL I JAMBS INSTALLATION NOTES: BAYPORT 55003-1096
PH:1551116b5150 FX ISM)2E5495
(IN) (IN) (IN) (IN) FOR THROUGH FRAME INSTALLATIONS,
L
INSTALLATION CLIPS MUST BE USED AT THE SILL l7 uR
O NAILFIN 3.5 3.5 3.5 3.5 zE
IN UEU OF FASTENERS THROUGH FRAME,SPACED IN ACCORDANCE WITH THE ' a e
INSTALLATION INSTALLATION CLIP SPACING REQUIREMENTS ; OMAX.O.C.SPACING O O ¢ CLIP 5.5 15.25 15.25 16 LISTED IN THE ABOVE TABLE. M"lz>SEE SCHEDULE O O '^ FOR CUSTOM SASH RATIOS,USE WORST CASE wiTHROUGH SEE ANCHOR SPACING BETWEEN EQUAL SASH AND oFRAME 5.5 10.125 NOTES 15.25 1:2 OR 1:2:1 SASH RATIOS FROM TABLE ABOVE. ¢o? zO d
REFER TO SHEET 1,SEE TABLE ON SHEET9 FOR g o a
ANCHOR TYPE DEPENDENT ON INSTALLATION zzO NAILFIN 3.5 3.5 3.5 3.5 METHOD AND SUBSTRATE.o c = INSTALLATION 5.5 IS 15 16 K a a
W
Q CLIP F a
CORNER DIST. X THROUGH 5.5 11.25 SEE 17.25 REMARKS BY DATE
SEESCHEDULE TYPICAL ANCHOR LAYOUT FRAME NOTES
XO OR OX GLIDER
1:1 SASH RATIO
D MAT NOEX DMONS IWLCDNORIONSFOXASPEGFI
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SEE SCHEDULE END SPACED 2.2.5 ON EACH SIDE OFTIONS THROUGH AMEETING `,,```Lr,L 0����j�'
STILE. RENEWAL SERI ES DP UPGRADE GLI DER ANCHOR SPACI NG
CORNER DIST.SEESCHEDULE EXCLUDES " ��, •E.. ��i�
� r UNITS 5 36 X 48 � ;•N ?••• 'PO �
INSTALLATION FROM MAX O.C.MAX O.C.MAX O.C. INSTALLATION NOTES: _ 7
CON FIG.&SIZE CORNERS HEAD SILL JAMBS
METHOD • DP UPGRADE PRODUCTS WHEN ANCHORING
(IN) (IN) (IN) (IN) � •D $ A OF
WITH*rrw TAPCON FASTENERS THE JAMB
x THROUGH FRAME O
• o v SHIM MUST BE USED BETWEEN THE FRAME T� O 10
•a x JAMB CUP INSTALL 5.5 9 9 9 ANDTHE141NCHSHIMSTACK.JAMBSHIM
MAX.O.C.SPACING x m v (SILLONLY) NOT REQUIRED WHEN USING JAMB CUP FOR
SEE SC i;
SILL FASTENING. rt #�y YMYAA.La.[.HEDULE o ¢ v THROUGH FRAME& FLORIDA PE N.757/e
•b o ?� JAMB CUP INSTALL 5.5 9 9 9 MMDM OFD�NO
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p w THROUGH FRAME& FL N:
a •a x JAMB CUP INSTALL 5.5 9 9 9 FL19563
a I
x W n (SILL ONLY)
p W THROUGH FRAME& DATE: 11.07.18
•5 x JAMB CUP INSTALL 5.5 12.5 12.5 12.5 DWG.BY: CHK.BY:
CORNER DIST.� x (SILL ONLY) RV HFN
SEESCHEDULE
O W e THROUGH FRAME& SCALE: NTS
TYPICAL ANCHOR LAYOUT
•� x JAMB CLIP INSTALL 5.5 15.25 15.25 15.25 DWG.#: AWD243
ALL METHODS OF INSTALLATION REQUIRE 1:2 SASH RATIO
SASH R RATIO x (SILLONIY) SHEET:
A CONTINUOUS%"BEAD OF SILICONE
BELOW THE SILL
OF 9
TWO INSTALLATION ANCHORS(SEE Andersen.
INSTALL NOTES SHEET 1)AT EN
MEETING STILE END LOCATIONS WMA
THROUGH HEAD,SPACED 2.5°ON EACH RENEWAL SERI ES GLI DER ANCHOR SPACI NG
SIDE OF MEETING STILE. ...I......
CORNER DIST. MAX.O.C.SPACING FROM MAX O.C. MAX O.C.MAX O.C. •�+
SEESCHEDULE� r rr SEESCHEDULE EXCLUDESUNff55 36°X48° INSTALLATION INSTALLATION NOTES:
METHOD
CONFIG. CORNERS HEAD SILL JAMBS 110 POU AVENORiN
(IN) (IN) (IN) (IN) • FOR THROUGH FRAME BarPOLLNN ssm3-iws
INSTALLATIONS,INSTALLATION PH:ISM)264-su0 F (ssi)264-SM
0: F NAILFIN 3.5 3.5 3.5 3.5 CLIPS MUST BE USED ATTHE SILL IN u
LIEU OF FASTENERS THROUGH t7 Z
FRAME,SPACED IN ACCORDANCE ?
= INSTALLATION o¢ vi
'a 5.5 14.5 14.5 16 WITH THE INSTALLATION CUP
MAX.O.C.SPACING G CLIP SPACING REQUIREMENTS LISTED IN (D = o
SEE SCHEDULE x .+ THROUGH SEE THE ABOVE TABLE. 'u_Z z>
ri 5.5 10.375 21.5 • FOR CUSTOM SASH RATIOS,USE w Z . c C9
FRAME NOTES WORST CASE ANCHOR SPACING _Z o
p BETWEEN EQUAL SASH AND 2:2 OR a 30? u c w d
F NAIL FIN 3.5 3.5 3.5 3.5 1:2:1 SASH RATIOS FROM TABLE ,o
o ABOVE. Z i m
0 = INSTALLATION REFER TO SHEET I,INSTALLATION �3 0
X `a CUP 5.5 12.125 12.125 16 NOTES 411 FOR ANCHOR TYPE
1 p ,y DEPENDENT ON INSTALLATION W \
lair 112O n THROUGH SEE METHOD AND SUBSTRATE. F'
FRAME 5.5 10.5 NOTES 22 F a
CORNER DIST. F REMARKS BY DATE
SEE SCHEDULE
TYPICAL ANCHOR LAYOUT
XOX GLIDER
1:1:1 SASH RATIO
RENEWAL SERI ES DP UPGRADE GLI DER ANCHOR SPACI NG Nur xor.rs EcrAcnuimxomGNswBAsvc
? TWO INSTALLATION ANCHORS(SEE sncDvrtmxOmaruwa60u»DAnONroOwun:
MAX.O.C.SPACING INSTALL NOTES 7-9,SHEET 1)ATao. .0 ui.�.E.xAuymum
MEETING STILE END LOCATIONS °D°"A°iSfO"'�`YRH1X600O1A1"
SEE SCHEDULE INSTALLATION FROM MAX O.C.MAX O.C.MAX O.C.
THROUGH HEAD,SPACED 2.5"ON EACH CON FIG.&SIZE CORNERS HEAD SILL JAMBS
SIDE OF MEETING STILE ♦♦C```,11 L 1 I/!//////'
CORNER DIST. METHOD (IN) (IN) (IN) (IN)
SEESCHEDULE r EXCLUDES UNITS 5 36°X 48° ,♦♦♦ .• �i�,
-- -- x -W-a--THROUGH FRAME& - - _``_ �`•E..
X : x JAMB CUP INSTALL 5.5 9 9 9 N 7 7
(SILLONLY) 3
S A OF O
INSTALLATION NOTES: i Q/�
n ccTHROUGH FRAME& �i�T O IDP•'
MAX.O.C.SPACING 0 0 a x JAMB CUP INSTALL 5.5 9 9 9 • DP UPGRADE PRODUCTS WHEN ��i��S C��♦♦♦�
SEESCHEDULE .7 (SILLONLY) ANCHORING WITH j ITW TAPCON ��i// 0 LE?CC♦♦
FASTENERS THE JA98SHIM xD( Egawlta�dF.
HDWGA PL N.7377L
MUST BE USED BETWEEN THE BOLDING ONOM INC
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p x FRAME AND THE 1 4 INCH SHIM DANOA DE FL
JAMB CUP INSTALL 5.5 10.5 12.125 13.75 STACK.JAMB SHIM NOT rePE CM OF AGMCFMY N Na 20M
x '+ E (SILLONLY) REQUIRED WHEN USING JAMB FL ((]] c
CLIP FOR SILL FASTENING. FL17S63
o c n THROUGH FRAME& DATE: 11.07.18
99 x JAMB CUP INSTALL 5.5 10.5 12.125 19.25
x m DWG.BY: CHK.BY:
(SILLONLY)A RV HFN
CORNER DIST.
SEESCHEDULE a 5CALE: NTS
TYPICAL ANCHOR LAYOUT x •N W x THROUGHFRAME&
X . m o IAMBCUPINSTALL 5.5 50.5 12.125 17.5 DWG•# AWD243
XOX GLIDER .7 0 N (SILLONLY) SHEET.
ALL METHODS OF INSTALLATION REQUIR 1:2:15ASH RATIO
A CONTINUOUS 34"BEAD OF SILICONE
BELOW THE SILL
OF 9
Andersen.
a .xDD Dox
0
NTERIOR IDO FOU9TH PVE NOgFiI
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SHEET 1 SHEET 1 v�z j G D S
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MAX. MAX. EXTERIOR INTERIOR MAX' Mom' EXTERIOR INTERIOR
FRAME D.L.O. EJ SILL FRAME FRAME D.L.O.
HEIGHT HEIGHT HEIGHT HEIGHT
ALTERNATE EJ FRAME
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FLq: FL19563
g$ DATE: 11.07.18
" DWG.BY: CHK.BY:
VERTICAL SECTION HFN
THROUGH FRAME AND THROUGH CLIP INSTALLATION VERTICAL SECTION
SCALE: NTS
6 6 NAIL FININSTAUATION AWD243
DWG.k:
NAIL FIN/FLANGE IS REVERSIBLE,SEE SHEET:
ORIENTATION DIFFERENCE BETWEEN
HEAD AND SILL
OF 9
is
� Andersen.
MAX. ....�.o....
D.L.O.
WIDTH
SEE GLAZING DETAIL
SEE GLAZING DETAIL INTERIOR SHEET 1_—�,, m m
SEE GLAZING DETAIL aAYPo ,mg55t'ims
SHEETS ' - SHEET Q PH: FA:(651)2663laS
SEE GLAZING DETAIL
ik
SHEETI -- c�E z
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EXTERIOR EXTERIOR - a 3 z o a LL
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MAX. w x m m
D.L.O.
WIDTH a
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FRAME a
WIDTH
REMARKS BY DATE
HORIZONTAL SECTION g HORIZONTAL SECTION C HORIZONTAL SECTION
' THROUGH FRAME AND THROUGH CUP INSTALLATION 7 ACTIVE/PASSIVE MEETING STILE 7 THROUGH FRAME AND THROUGH CUP INSTALLATION
1MYNOf P6IERACNALmNDD1ON5 FOIIASIE
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WIDTH
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WIDTH FLN:
MAX. FL19563
FRAME WIDTH DATE: 11.07.18
BY.3p
HORIZONTAL SECTION E HORIZONTAL SECTION F HORIZONTAL SECTION DWG.
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NAIL FIN INSTALLATION 7 ACTIVE/STATIONARY MEETING STILE 7 NAIL FIN INSTALLATION SCALE: NTS
E DWG.#: AWD243
SHEET:
OF 9
1/4"MAX.
SHIM SPACE Andersen.
MIN.
EDGE
MIN. MIN* SUBSTRATE MIN SUBSTRATE DISTANCE
EDGE DISTANCE SPACING'BY OTHERS EMBEDi�ENT BYOTHERS MIN. ...... ......
SPACING 1—..URMZVE.MH
55003 ON
INTERIOR
'(651)264-548S PH:(6=FlXloll
MIN.
MIN. z
EMBEDMENT ,*1 '..• I B<
EDGE DISTANCE SUBSTRATE '2
f Lo 2—N
1/4"MAX. BY OTHERS o
•
1�4"MAX. mz' tj cc
PERIMETER SEALANT PERIMETER SEALANT SHIM SPACE 20� 0
SHIM SPACE z;i .
BY OTHERS BY OTHERS a 0
z =
EXTERIOR BY 0 u
INTERIOR ga— =3
EXTERIOR INTERIOR NOTE: z C3
EXTERIOR w
NOTE: SILL&JAMB DETAILS a
'§l—LL—&JAMBDETAILSIMILAR. PERIMETER SEALANT MIN.
BY OTHERS EMBEDMENT
VERTICAL SECTION VERTICAL SECTION <
VERT NAIL FIN(HFAD) [_NOTE-
THROUGH FRAME(READ) &HEAD SILL IETAILSIMILAR] REMARKS BY I DATE
HORIZONTAL SECTION
THROUGH CLIP(JAMB)
f9rDITMMIND—
MD—pENE—WWDMOM—WaM
0.462" SASH REINFORCEMENT REQUIREMENTS M. _'. 'A DHERMNAU—
.0 1.350"
SIZE REINFORCING
1.175" 1.294- REQUIRES STEEL REINFORCEMENT IN ACTIVE
UNIT HEIGHT>54" AND PASSIVE OR STATIONARY SASH MEETING
ACTIVE SASH MEETING STILE PASSIVE/STATIONARY SASH MEETING STILES
REINFORCEMENT DETAIL - : N o
STILE REINFORCEMENT DETAIL UNIT NOT REQUIRED 7
SA OF
A, o
119/32" 6.5 INSTALLATION CUP ANCHOR REQUIREMENTS: 0 L
WOOD SUBSTRATE:USE TWO#8 PAN HEAD WOOD SCREWS PER CUP,IN ROW k%Z
NUMBER ONE OF PREDRILLED HOLES SHOWN BELOW. FLOFM PM-No 7377a
F-1 I HO DM INC
399 E.DABULDM BEMNRO BLVD. 339
MCK FL&
1.5001.
0 METAL SUBSTRATE:USE TWO#8 HWH SMS ANCHORS PER CLIP,IN ROW FM CERT.OF AUTHORZATION Na 29M
0 0 NUMBER ONE OF PREDRILLED HOLES SHOWN BELOW.
u-+0110 DMAFL#:
J—�11/32"� --11.287" W L2j L3] CONCRETE/MASONRY:USE TWO 316"ITWTAPCON ANCHORS,WITH ONE FL19563
1/4" SOW IN ROW NUMBER ONE AND ONE ANCHOR PLACED IN ROW
NUMBER TWO F PREDRILLED HOLES SHOWN BELOW.ANCHORS MUST BE DATE: 11.O7.1H
T PLACED DIAGONALLY ACROSS THE CLIP. DWG.BY: CHK.BY:
JAMB SHIM INSTALLATION CLIP DETAIL DO NOT INSTALL ANCHORS THROUGH ROW NUMBERTHREE. RV HFN
SCALE:
NTS
DWG.#: AWD24!3
SHEET:
so
,
0 0
F J9
Andersen.
INS"
100 FOURTH VE NORTH
011YPORi,M SSW3-1096
PH:(651)264-5LS0 RL(651)26454E5
ZC Z
Ca F� a� Re
iJz z� 0
z0 0� L7
INSTALLATION NOTES: Q 2 F= G ,.
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION,UNLESS OTHERWISE SHOWN.
Zz i4 I..mM
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF
THE MAXIMUM SIZE LISTED. ANCHOR SCHEDULE
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t1/4INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR MEDGIN.DISTANCE
a
LAYOUT DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT D DISSTANCTANCE a
TO THE NEXT. WOOD:MIN.SG=0.55 #10 WOOD SCREW 1.5' 0.75'
FLAT HEAD REMARKS BY DATE
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACKTO BE iJd INCH. THROUGH FRAME 3 THREADS MIN
SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. METAL:18 GAUGE #10 TEK SCREW PENETRATION BEYOND 0.5'
Steel,MIN.Fy-33KSI FLAT HEAD METAL
S. FOR MASONRY OR CONCRETE OPENINGS,A IX WOOD BUCK MAY BE USED(OPTIONAL)AS LONG AS THE MINIMUM EMBEDMENT AND EDGE CONCRETE: 3116'ITW TAPCON
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET I FOR MORE MIN.PF3000PSI FLATHEAD 1.25' 2.5
INFORMATION. THROUGH FRAME
THROUGH CLIP MArxrnunlaAcnulcoxomoxswnA
MASONRY:CMU per 3/16'17W TAPCON sncmunt4oxvmaxswrse xHr4uAnoxmonnAn:
5. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT UM[TEO TO STUCCO,FOAM,BRICKVENEER, ASTM C90 MIN.2000 FLATHEAD 1' Z25 nmMnrc u0mur4wrsoaAnloxewx.Aurnam
AND SIDING. PSI FnWxllxaxAxauncrvrulrnmAal.srtl srlmx
ooctneEmsFa,uscxsrxixamanaxr.
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION WOOD:MIN.SG-0.65 #8 WOOD SCREW 1.5, 0.75' \
RESISTANT COATING. NAIL FIN& FLAT HEAD �`\ +• . O
THROUGH CLIP—-- —3-THREADS-MIN—
FIT
8. FOR HOLLOW BCOCKANDGROt1TFIUdD1:0CK,DO NOTINSTALLINSTRUATION PCbASINTOMOAR101NT5.EDGE DISTANCE IS METAL:IBGAUGE #$TEK SCREW PENETRATION BEYOND 0.5' •�
MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. Steel;MIN.Fy=33KSI FLAT HEAD METAL N ] ]
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND +
ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BYTHE ANCHOR +"11 8 A OF Tr
MANUFACTURER. p
d Ho dit10 k%X
BULilOR D O O C )NC
SGS DMA M,UK F ♦3W
nWE SAT.OF AUiH0i87A SW0ift 2W=
FL a:
FL19563
DATE: 11.07.18
DWGRV ICHKHFN
SCALE: NTS
DWG.#: AWD243
SHEET:
$ �I
I OF 9
4/11/2019 Florida Building ode Online
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Product Approval Menu>Product or Application Search>[application List>Application Detail
e'
• FL# FL17734- 2
Application Type Revision
Code Version 2017 _
Application Status Approved
Comments
Archived % Ci
r
Product Manufacturer Armor Screen Corp.
Address/Phone/Email 2744 Hillsboro Road
West Palm Beach,FL 3340;
(561)841 8890
dougt@ar orscreen�com
Authorized Signature Douglas T,mer
dougt@armorscreen.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Impact Protective Systems
Subcategory Removable
Compliance Method -Evaluation Repm IFoWm a Florida Registered Architect or a Licensed Florida
Professional Engineer
O Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Theodore Berman,P.E.
Evaluation Report
Florida License PE-09814
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2019
Validated By Simon Segal,P.E.
Li Validation Checklist-Hardcopy Received
Certificate of Independence FL17734 R2 COI Certification of Independence.SS.Rdf
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
hftps://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQvADgs%2bbt23mL8HoTWp%2fh8PaoUEdalUwlAeiuH5sTbvgBp9Qg%3d%3d 1/2
4/11/2019 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 12/18/2017
Date Validated 12/18/2017
Date Pen-ding FBC Approval 12/20/2017
Date Approved,, 02/13/2018
i
„Summary of Products
l% u:
FL# ��� Model,Number or Name Description
17734.1 % Armor Screen ProBond Series Fabric Hurricane Protection System
Limits of Use' Installation Instructions
I Approved for use in HVHZ:Yes FL17734 R2 II FL17734 Inst.Armor Screen ProBond
Approved for use outside HVHZ:Yes Series.pdf
Impact Resistant:Yes Verified By:Theodore Berman,P.E. 09814
Design Pressure:+60/-60 Created by Independent Third Party: No
Other:Glass separation is required for installations within Evaluation Reports
Wind Zone 4,High Velocity Hurricane Zone and on Essential FL17734 R2 AE FL17734 Eval Report Dec 17.pdf
Facilities'.The un-breached envelope criterion is met since the Created by Independent Third Party:Yes
system is considered'non-porous'outside of the High Velocity
Hurricane Zone and remains intact under impact and air
pressure loading.The system is to enclose the protected
opening all around.
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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.Cooy_right 2007-2013 Slate 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:
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https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs°/a2bbt23mLBHoTWp%2fh8PaoUEdalUwlAeiuH5sTbvgBp9Qg%3d%3d 2/2
w
ARMOR SCREEN PROBOND SERIES W Z o
0
GENERAL NOTES: LIMITATIONS OF USE: o F= c v E
a This Flexible Wind Abatement/Impact Protection System is for use within and outside Maximum Span 113" Z W o o
the high velocity hurricane zone(HVHZ-Miami-Dade&Broward Counties).Separation Maximum Non Span Unlimited,Utilizing side overlapping details,page 3 m0 ut o" Go
from glass is required only when system is installed within wind zone 4,high velocity Maximum Design Pressure +60 /-60 PSF W W W `o 6
to
hurricane zone and on essential facilities. •Span(anchor span)equals the distance between the primary rows of anchors on ° n U w (D o
Z w 0)co .
•The design loads are calculated in accordance with ASCE-7 per the Florida Building opposing sides of the screen and when calculated with negative wind pressure, u1 ZLu = r
Code 6th Edition(2017)and ASCE/SEI 7-10 per allowable stress design(ASD).Testing determines fastener size and spacing. "Opening Span"is equal to the opening size of the 0 O fLO
O
•meets the current Florida Building Code;TAS 201;TAS 202;TAS 203 and fulfills its protected opening and when calculated with the positive wind pressure,determines the a
N
requirement for opening protection. deflection for HVHZ applications. Refer to page 8 for Deflection Table. <
•The unbreached envelope criterion is met when this approved wall component encloses
the protected opening all around. INSTALLATION NOTES:
•The open areas in the Armor Screen Fabric are small enough that the surface tension a Deflection is the minimum glass separation measured at mid span of the screen and <
of water causes the barrier screen to become solid in the presence of rain,and in actual subject to interpolation between listed spans(see tables on page 8).Separation
hurricane conditions has been shown to prevent damaging voluminous water intrusion, offset may be achieved alone or by any combination thereof,Natural Deflection, U
even from torrential rains. Angled Style Screens,Stone Bars and Pneumatic Devices. J a
•Has satisfied checklist#0445 for resistance to burning,smoke,ignition,temperature, •Screen may be mounted with opposing primary anchored perimeters(span)in vi LO c
and weathering and qualifies as a permanently installed building component;ASTM vertical,horizontal,or any alignment appropriate to the structure being protected. a? N m o E
G155-ASTM-D638-ASTM-C158,-ASTM-D635-C1,-AST-M-131929.--- •If the-screen does-not-retum to-the structure-it-should-extend-past-protected opening —
U 00 Mh
by distance equal to or greater than 1 Y2 times the offset. For trapped openings the 0 ch C >
�� screen should extend complete to fill the opening. y CO LL � a
•ASTM D63B •The screens may be installed at any height on the structure as long as the design Q o m
•ASTM D635-C1 pressure rating for the screens is not exceeded. -O w 'k: o� o
•ASTM D1929 •Anchors on the non-primary perimeter side(span side)of the screen are optional <'o 0 ,n
e. to limit potential sagin the screen or reduce movement on the free side or other CD m c CX
o
•Product Marking: Ape to the screen barrier with the site specific reasons). CO r v
following statement:"Armor Screen Corporation,Current Address,Patented and •The thickness of typical facing materials i.e.stucco,siding,stone,brick,pavers,etc. r <2
Patents Pending,US Patent No.6176050". are not to be considered part of the anchor embedment. Longer fasteners should be m :E La
N
PRODUCT DATA: used to allow for facing materials. �j or
-a Geosynthetic hurricane screen: The hurricane screen shall be produced from a •Anchor embedment into masonry shall be into the face shell,not mortar joints.
polypropylene,woven geotextile fabric with filaments woven such that the filaments retain •All fully embedded anchors may be flush with the finished facing provided they have
dimensional stability relative to each other. the correct embedment into the structure behind the finish material.
The woven eotext a fabric shall have the following minimum average roll values: •Anchor installations should follow the manufacturer's recommended methods.
9 9 9 p0,•.......Fq�.
•For attachment into female anchors,sidewalk bolts,washered head bolts or bolts .�
Grab Textile Strength (ASTM D4632) 425 x 325 LBS e� :
Puncture Strength (ASTM D4833) 130 LBS with a standard washer are required. � :
No 0981 a '•y
Mullen Burst (ASTM D3786) 675 PSI •A caulk or sealant should be used with all wood penetrating anchors. >r?
•All fasteners shall be corrosion resistant as specified in the IRC and IBC or stainless
Trapezoidal Tear (ASTM D4533) 150 x 125 LBS P x
Wide Width Tensile Strength (ASTM D4595) 225 x 205 LBS/IN steel. "� STATE OF
Thickness (ASTM D5199) 20 MIL. •Refer to pages 6 and 7 for approved anchors and anchor spacing. %0 •A, t��
Wide Width Elongation (ASTM D4595) 22 x 21% •Refer to page 8 for deflection and storm bar tables. •'• 0 R 10Apparent
Opening
of Open en Size
Percentsgp Area 30 US STD Sieve
THEODORE BERMAN,P.E
NO.09814
17/18=7
All rpnqynthetir Hurricane qrrppn ss-spmbly detalls depicted within these rinavAng,;Rrp tp*r-ql fnr
the installation of this wind/rain abatement and impact system only. All other building components SCA E.
shown herein are depicted as existing or samples and not constructed by the screen company.
i
W
w
1 12%"o.c. Structural Anchoring Hem w z0 0
See Profile 1 0 F- o M E
O o 8 Lu co
mo
5" Anchor Penetration ` ;. SCREW TYPE ANCHOR&Standard Flat a d w a m 0
See NOTES ' Washer(In full contact with fabric) Z w M y m o
�' See notes w ZZ = E
QNOf
..
O N
Heat Screen Panel Of_
Cut Edge MALE ANCHOR with Wingnut or Nut
® °R &Standard Flat Washer
I2" See notes J
o_
Armor ProBondTm a? N d o E
Adhesive with +p at v o
Grommet 0 o cn n
Screen Panel y r°n _� D j o
PROFILE 1 ' FEMALE ANCHOR with Sidewalk Bolt Q N LL n
OR p or Bolt&Standard Flat Washer(In full r w m
contact with fabric) � o Do
See notes c6 Q 0 Co o
o
m m
_E�CL
E
2"I 6"o.c. I 6"o.c. Structural Anchoring Hem m r LO
See Profile 2 and 3 SAMPLE ANCHORING FOR PROFILES 1 - 3 5
2 �
21 APPLIES TO VERTICAL OR HORIZONTAL MOUNTING APPLICATIONS F�-
5" O O O %eu9+taa°
Anchor Penetration P' pRE gF
See NOTES �•�� p••�cenis 9�'.��
No 09814 •Z"
Screen Panel NOTES:
Heat S P l 9 ¢
1. Fastener must utilize a 1 y"O.D.x 5/s"(or)/")I.D.flat washer. O STATE OF
Cut Edge 2. Structural anchoring hem may utilize woven or non-woven polypropylene. , •'�<p R+o
3. Refer to pages 6 and 7 for anchor selection.
4. The screen panel should be fully inserted into the Armor ProBond. °j°°'►ar+++
5" 5"
TNEODOR.09814 BERMAN.
NO.08874
Armor ProBond rm Armor ProBond Tm 12JIWM17
Adhesive Adhesive
Screen Panel Screen Panel DATE:12/18/17
PROFILE 2 PROFILE 3 SCREEN PANEL & HEM DETAILS SCALE: N.T.S.
SHEET: 2 of 8
r�
I,
O
W
W Z O
U)0
Ca M
n Edge Dlstancel ZO W 1 J rn 8
00
B�_IX fin° m- 0
U N
I IfU O m� f20
Deflection @ Mid-Span of Screen Span 05( Q N y—
r Typical Anchor
Unlimited Width Non-Span Penetration O
VERTICAL INSTALLATION
I �Q
F
Max Span 113" V
.�e .'•, I� J Cq
N ti- E
+a) N d O
-TYPICAL-VERTICAL-SCREEN ---- 8 —
- - - - - - - - - — SECTIONAL VIEW p j
z
z Typical Anchor m N ly V n
n
= Penetration Q L N t
Go
} Span r' Q o 0 v
0m a
W Y — — — — — — — — cco m Ezra
Z `N ¢�
•� CoN N
• HORIZONTAL INSTALLATION Edge Distance Edge Distance a U
eflection @ Mid
of Screen H
TYPICAL HORIZONTAL SCREEN
12'Mr in� PLAN VIEW t 0cOREa'f"41Fi
�� O� BF9���i
Typical Anchor � ••NO 09814•• 9y"
Penetration it,
n H H' STATE OFj .�4uC
ORIO
.�
c Structure Opening
°.
._
17
NO -SPAN SECTION THEODOREIIDERMAN.RE
MINIMUM EDGE OVERLAP 17JIW 801�
Unlimited Width Non-Span (Vertical and Horizontal)
SCREEN OVERLAP DATE: 12/18/17
NOTES: SCALE: N.T.S.
1. Screens may incorporate any combination of Structural Hem PROFILES(page 2) VERTICAL & HORIZONTAL SCREENS
with the appropriate anchors listed on pages 6 and 7. SHEET: 3 I of 8
W
0F STORM BAR NOTES:
Storm Bar Span Storm Bar Span 1. Refer to page 8 for deflection tables,storm bar tables,and W p 10
0 0 1 I ~ `{ storm bar alloy. 0 F- c o co E
rArmor Screen 2. The storm bar system is designed to achieve required z W o� o `-
deflection and may utilize one or more storm bars. The 0 0 w 2- op 2
T + offset may be increased with blocking at the support. X W � o C3
r 3. Storm bars may be positioned horizontal,vertical,angled or Z W (0 af0i O
Deflection Deflection as required. D+z =00 ^€
Span Support Point of Q 4. The storm bar bracket may be permanent or removable and X U o m� 1°
Storm Bar(typ.) ° T ° V— 2 ti tl"
SINGLE STORM BAR I SINGLE STORM BAR WITH attached to the structure using a minimum of two(2) cc Q N y
® ELEVATION MULTIPLE OPENINGS approved Y4•anchors. Refer to pages 6 and 7. af O G)
Offset 5. The storm bar bracket may be permanent or removable and _
ELEVATION attached to the structure using a minimum of one approved a
Anchor Deflection Deflection A"anchor. Refer to pages 6 and 7.
Span Span 6. The storm bar bracket may be wall,floor or ceiling mounted. U
a 7. The storm bar and screen should extend past the protected J
opening by the distance equal to or greater than 1 Y2 times J 0
C.
® r the offset. N E
8. The storm bar splits the anchor/screen span into multiple m .�
spans,each of which is used to determine the minimum o w M
Defection deflection. 0 - v m o 0
Span Deflection ° ° I in N'D g' F- a
9. Screen anchors should be sized and spaced using full
MULTIPLE STORM BAR VERTICAL STORM BAR Q `o y=co Co
anchor/screen span. w co
ELEVATION ELEVATION 10.Use"deflection"span and positive wind pressure to c � o CO
�I 0-0
Anchor Span I--- determine minimum separation between screen and glazing. CU ¢ 0 Co o 0
c 0 — , o.
4 I Offset 4 I Offset 11.Use"anchor"span and negative wind pressure to determine ca m L S .
'i fastener size and spacing. E 12
offset 2• { t Y• 1E ,O
Glazing Glazing 4 U 0)
wall—
wan 3"Clevis O N
MULTIPLE STORM BAR Glazing Pin Zinc
WITH SINGLE OPENING 1 1 wall— 2• Yx'Dia.
RE
o O........ F,9
Removable Pins or)rz•Bolt&Nut Permanent Screw 1 ' O v�;� •��G E IVSF.Attachment with a-#12 x 1•Saews Support Point of Stern Bar(typ.) E Cotter Pin Zinc
1 Anchor Span Support Point of Storm Bar(typ.) ALTERNATE BRACKETS upport Point of Storm Bar(typ.) Support Point of Storm *: No 09814
5 offset 2"x 2"x 1V x W 2•x Aluminum Tube Bar(typ.) e 1k
I--OpeningSpan Opening Span ALUMINUM ANGLE BRACKET d9• STATE OF .���
Refer to Storm Bar#1 8#2,page 8 Type 6063-T6 :O
STORM BAR WITH"H"BRACKET soP• `,
wall—
Glazing
THEODORE BERMAN,RE
1 NO.09814
17118=17
2"x 2"x Y8"
Building Structure between adjacent window/ ALUMINUM TUBE DATE:12/18/17
door frames may act as a Storm Bar if proper Type 6063-T6 SCALE: N.T.S.
offset to the glazical and horiz horizontal
This applies to Support
Refer to Point o Bar Storm page 8 STORM BAR DEFLECTION SYSTEM both vertical and horizontal applications. Support Point of Storm Bar(typ.) SHEET: 4 of 8
I
Max.Span 113" W
TYP.of Below W Z
Any approved in
u�
w o
anchor,7yp.O C3
V = N M U
Glass 0 W �- O J O
Offset Separation m F., Z W U �
Pneumatic Device ny Approved Will-.Ind neameuc O O W ° C aD
Double Air Bag (Typ.) Anchor System oevl� o U 0
Plan View Span O-d U 'g N CS 12
W W U) -.E
w� of2 c:—
m
Minimum Glass U V ^f:
AnyepDroved Pneumatic Device Separation (A X
enUor,Typ.O Q W
Glass Separation d
Onset (mid spa_)
d.
Single Air Bag Q
Plen View
Side Sectional
End Supported PD J
Vuctural Member '--i O
Ayaovd a. ly O
y.O N.T
O 8
onsetCD
—
t.,• .� •:.: 1�'minimum Up o M^O >
Glass Separation-The mldspan between " 'O J Q
Side Sectional Pneumatic Device In LL r-
the Anchor and Pneumatic Device. a
End Supported PD Top Sectional -p L"n(D a
End Supported PD c Q=o m CO v'
STORE FRONT OR CURTAIN WALL APPLICATION (� Ur m O O`
Plan Mew ro N _•E v
E = ate
Any approved screen syste • • 0) jr In
PNEUMATIC DEVICE(PD)SPECIFICATIONS: — — m a
1. Pneumatic Device consists of two parts,a refillable polymer air bladder,diameter as r -Opening to be protected U
appropriate to achieve glass separation,capable of holding air without perceptible I
leakage,and a tough fabric cover for structural integrity and durability. I Pneumatic Device ,&S11 ''
t lose
2. May be inflated by any residential or commercial vacuum cleaner,or air pump intended •`` pRE .
for air mattresses or equivalent devices.
3. Upon removal,the Pneumatic Device should be deflated and stored with screen barrier. '�.' R`•9y
IN 09814
v
NOTES: PNEUMATIC DEVICE(PD)DEFLECTION SYSTEM_ fro; Tr x
1. Refer to the Deflection Table on page 8 to determine PD diameter. 9: STATE OF
2. Refer to pages 6 and 7 for approved anchors. Elevation .O
3. The PD not supported directly on glazing may rest on a wind rated window mullion. End Supported PD <o R►Q? �•`
4. Inflation of the device requires a minimum pressure of 2.0 psi. E,,�.��`
5. One or more devices may be used to achieve required HVHZ separation.
6. This system may be positioned horizontally,vertically,or as required. THEODOREBERrww,RE
7. Use"Deflection"span and positive wind pressure to determine minimum separation PNEUMATIC DEFLECTION SYSTEM y;�;;
between screen and glazing.
8. Use"Anchor"span and negative wind pressure to determine fastener size and spacing. DATE12/18/17
9. The pneumatic device should be positioned to provide adequate glass separation between SCALE: N.T.S.
the screen/barrier and surface being protected.
SHEET: 5 of 8
W
W Z O
O
pF c oM 8
WOOD SYP #2 (G = 0.55) STEEL AND ALUMINUM ax _°8 1
Anchor Description Maximum z w m o
p Max. Anchor Description Maximum �� W � = 1=
Min. Min. Anchor p Min. Min. Anchor W Zd E m m
Dia. robed E.D. Span Spacing Dia. robed E.D. Span Spacing c�i U � a
Manufacturer Part Number (inches) Manufacturer Part Number (inches) y < a
inches inches �� Q �
00
Spax Self Drilling Screw 2" :Y4" Self Drilling Screws note 2 YZ" = 3
y° 113 12' ;' y° 113 122
Spax �aaamttaa►a Y4'-14 TEKS
U
J Panelmate (Male or Female) 2" 3Y4" Self Drilling Screws note 2 Y2" _
__y4" 113 6 �" 113 12;i a N m o E
Elco —
U o � chr.
Panelmate Inserts 1 5/s" 1Y4" Self Drilling Screws note z YZ' Q Cb
y4 113 6 y° 113 122 c ;-0�o
EICo � rY;��l4 TEKS Co o 0 m
81
E
E
NOTES: °) r
1. Maximum spans designed to +60 psf/-60 psf. .0 0
NOTES:
2. Caulk or sealant is recommended for all penetrations 1. Maximum spans designed to +60 psf/-60 psf. 00)
2. Provide longer fasteners if required to allow for
into a wood substrate. ,,'0aaa E a !
3. Provide longer fasteners, if required, to allow for thickness of non-structural finishes such as stucco, 000R e4s,'ram
plaster, brick, stone, siding, etc. ce"SF''�9ti
thickness of non-structural finishes such as stucco, 4 No 09814
plaster, brick, stone, siding, etc. 3. Screws shall extend past metal at least X". o
4. All anchors to be as specified. 4. All anchors to be as specified. ds STATE of •=�
5. Design as per NDS 2015. 5. Edge distances and embedments are minimums. �� '�''coR1o?: `;�'�
6. Douglas Fir- Larch is an acceptable alternate. �•,,,,,,,,,,a�`
7. Edge distances and embedments are minimums.
THEOOOR,1111BERMAN,P.E
ANCHOR TABLES y'�'°
DATE: 12/18/17
SCALE: N.T.S.
SHEET: 7 of 8
m
•
Plan Review
Windows & Doors
1) Need manufacturing installation specifications.
2) Must meet sections R308 and R612 of the 2017 I.B.C.
3) If windows are to be installed inside the historical.district;.they will 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 (glass for glass) only. If yi u wish to change from screen or vinyl
windows to glass,then additional information is required.
6) All windows to wall connections shall be left visible for inspection.
7) All labeling and stickers shall remain on windows until final inspection:
8) No work shall start without permit first.
Z7-
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: em
Date Received:
Site:
Permit Type:
T
Approved w/no comments: Approved w/the below comments: Denied w/the below comments: El
This comment sheet�shalle�t with the permit and/or plans.
A� OCT 1 .5 2019 - I
Kalvin Switzer—Plans Examiner Date Contractor and/or omeowner
I r
(Required when ornments are present)
LIMITED POWER ® RNEY
Date: a�Co
i hereby name and appoint:
\c �
an agent of: SUIA Q�10U c )- T—L.
(Name of Company) I
to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for(check only one option):
0 All permits and applications submitted by this contractor.
0 The specific permit and application for work located at:
(Street Address)
Expiration Date for This Limited Power of Attorney:_ Il C) j �j�' ` q
License Holder Name: ( ,�(�
State License Number:
Signature of License Holder:
STATE OF FLOIUD�A(]Q
COUNTY OF.'XI'� �nCL,
The foregoin instrur ent was acknow edged befo�e me this day of ,
20A, by a rf MQ I ( � C who is personally known i
to me or o who has produced as
identification and who did(did not)take an oath.
I
ea\r
(Notary Seal) �'
Print or type name
ASHIEYBOWEN Notary Public- State o ors q
'• "„Commtsslon p GG 333177 Commission No. 3 �}
'Expires May 12.2023 M Commission Ex Tres:8ondsd Thru Twy Fain in eurence 800.385.7019 y P
(bAj-k-�
f� F
Rev.3/27/07