HomeMy WebLinkAbout17-18567 I
CITY OF ZEPHYRHILLS
5335-8TH STREET
� • (813)780-0020 18567 ,�"
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION "
Permit Number: 18567 Address: 3909 QUAKER RIDGE ST LT 67
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: MAJESTIC OAKS
Est. Value: Parcel Number: 24-26-21-0000-00100-0090
Improv. Cost: 10,000.00 OWNER INFORMATION
Date Issued: 6/19/2017 Name: NHC-FL115 LLC
Total Fees: 127.50 Address: 6991 E. CAMELBACK RD, STE B310
Amount Paid: 127.50 SCOTTSDALE, AZ. 85251
Date Paid: 6/19/2017 Phone: (813)783-7518
Work Desc: SHED 13 X13, CARPORT 21 X 13 W/ DECK 12 X 6 AND 4 X 12 DECK
CONTRACTOR S APPLICATION FEES
SUNSTATE ALUMINUM INC BUILDING FEE 127.50
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� Ins ec ' ns Re uired
F TER 2ND ROUGH PLUMB MISC INSULATION CEILIN
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 I,
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.
�l'�� �
CONTRACTOR SIGNATURE PERMIT OFFI R '
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
8uflding Department
Date Received phone Contact for Permitting �j O� - SJ� l
owners Name C -r.'L�{�L�-G @� tL1G y Owner Ph ne Nurnqe(
�!'l�'���arn,Pl�ac/c /�� 0 S�1�4�5��1
Owners Address ( /C-L' S� Owner Phone Number
Fee Simple TiUehoider Name Owner Phone Number
Fee Simpie Titleholder Address
/' / � �
JOBADDRESS D% CL � � ' !' h�I�s `�' � LOT#
SUBDIVISION Q � ��G ��S PARCELID#oC "��o'oZ I � O�uV � �(il/ �O� L u
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED B NEW CONSTR� ADD/ALT Q SIGN Q Q DEMOLISH �
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM 0 OTHER `
TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q
DESCRIPTION OF WORK �r" - ��x�� CQ'r Ur� oZ �L I • `rci�- arti G ��� `"�i���
BUILDING SIZE SQ FOOTAGE C3 0 HEIGHT C�
TITrTiTTT1"7TTITTTITTR"rTrlTrrrrl'T�TT�TITrTrTTI"7Ti�I9TrTlTr
��UILDING $ VALUATIONOFTOTALCONSTRUCTION
CJ60.0�
QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. ����
QPLUMBING $ j,�' / �
7J /
� �IV7✓
_ QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �f � i
t ��
QGAS Q ROOFING Q SPECIALIY 0 OTHER � '
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO �
-�.--.�-.--r�� ..-.-�T��:��F:-:�.�:-:-r�:-F:-:�'.-::.���.-��:-F:-F�T�-:TT'r:�-:-^•.��-
/�BUILDER `�� � COMPANY C�C.1'P /�c� �KLL I���
/� 7'� SIGNATURE ��1�vJ REGISTERED Y/ N FEE CURRE� Y/N
1" � � � �v� o���
I _ � Address � � �l`!s�sk�- LJcense#
���
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y1 N FEECURREA Y/N
Address License# -
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEECURRE� Y/N
Address License#
MECHANICAL COMPANY I
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N I,
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N �E curtRen Y/N
Address License#
IIIIIIIIIIIII.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItlllll
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Pians;(1)set of Energy Fortns;R-O-W Permit for new consVuction,
Min(mum ten(10)workfng days afler submittal date. Required onsite,ConsVuction Plans,Stormwater Pians w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsflarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-0-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,ConsW clion Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilitfes&1 dumpster.Site Work Permit for all new projects.All commercfal requirements must meet compiiance
SIGN PERMIT Attach(2)sets of Engineered Pians.
••"'PROPERIY SURVEY requfred for all NEW consWc[ion.
-i-N-1-1-.f-b-��f-�-i�-1-1-{.�.1--1-1-I�-1-i�-1--1-4.1-1-�1a-4-I-{-1--1=F+E-i-i--t-f-�-f-b-1-I-d-i-I--t-1--F-f-4-1-t--1-1-I..F-{-i-FF.�-i.-1-4-
Dtrectfons: . ' ' - �� , �
FilloutapplicaBoncompletely. ����.^", „ : ' ; ,�'';;" � _
Owner&ConVactorsfgn back of application,notarized ; ` �"�,� ` ,>;� .. -�„f'; �, „ , -
If over$2500,a Notice of Commencement is requireiJ:_ `(AIC upgrades over$750U) - - .
" Agent(for the conVactor)or Powe�of Attomey(for the owner)would be soineone with notarized letter from owner authorizing same! �.; , " �
OVER THE COUNTER PERMITTING (copy of conVact requfred) , „ ' � .. ,
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/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 resporisibility 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 IMPACTlUTILITIES 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 I
use in existing buildings,or expansion of existing buildings,as specified in Pasco Counfy 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 WatedSewer 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 Deparfinent of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner",I certifji that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owneT'prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify fhat 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 instal(ation 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,WatedWastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, WeUand 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 restric6ons 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 fo wmmencing 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 permif 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.11 .03 �
t / �
OWNERORAGENT CONTRACTOR ��C i��� /,(il���
S scribed an b�worn o(or affirmed�be ore me this � Su scribe and b om to(or aff rt}ed e ore me this
y �/
ho i e ersonally kno me or hasRiave produced o is/are oersonallv known to me or has/have produced
as identification. as identification.
�°`�t���'�� o � o�
Notary Public �i� • Notary Public
20 ,•• B�� DEBO S.DOKEN �� E(PIRES:December 26,2017
Co issia o. Commis�+ e
* * EXPIRES:DeCember 26 2017 oF F�o ru o
ry ervkes
Na�p��� tyg�r�rykgg��t�ervlCeS Name of Notary typed,printed or stamped
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Busines ("� �-
Professi�l-IUI �� �I USER:aubliApproval
Regulation
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.��'�!� Product Anproval Menu>Product or Aoolication Search>Aoolication List>Application Detaii
,i.`.ni�,r_�`��''?�`¢���;. FL# FL993-R12 (/j� 3 �'
t� M�—'34�µ ApplicationType Revision / .
Code Versfon 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and retiFied
by the POC and/or the Commission if necessary.
Comments
Archived ❑
Product Manufacturer Kinro,Inc
Address/Phone/Email 2703 Coilege Ave.
Goshen,IN 46528
(574)535-1125
rmanthey@Icil.com
Authorized Signature Rfck Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method CertiFication Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Ryan J. King,P.E.
CC� Validatioh Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2008
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 02/24/2015
Date Validated 02/25/2015
Date Pending FBC Approval
Date Approved 03/02/2015
https://www.floridabuildin�.or�/pr/pr app dtl.aspx?uaram=wGEVXOwtDat9b2DeMSK%2... 7/3/2015
Florida Building Code Online Page 2 of 3 �
. Summar of Products
FL# Model,Number or Name Description
993•1 a.9750 SH Extruded PVC Single Hung Tiit Window"Non-Impact" 1/B"
Annealed Insulated Glass with Nail Fin(Overell Frame Size
Max.46 x 60)
Limits of Use Certification Agency Certificate
Approved far use in HVHZ: No FL993 R12 C CAC 993.1 AAMA Cert odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/28/2016
Design Pressure:+50.0/-50.0 Installation Instructions
Other:See INST 993.1.For installation instructions. (Note- FL993 R12 II Inst 993 1 �df
Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt, P.E.43409
Created by IndependentThird Party:Yes
Evaluation Reports
FL993 R12 AE EVAL 993.1 �df-
Created by IndependentThird Party;Yes
•' 993•Z b. 9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact" 1/8"
Annealed Insulated Glass with Naii Fin(Overall Freme Size
Max.36 x 72)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL993 R12 C CAC 993.2 AAMA Cert odf
Approved for use outside HVFIZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No OS/20/2016
Design Pressure:+50.0/-66.0 Installation Instructions
Other:See INST 993.2 for installation instructions. (Note- FL993 R12 II Inst 993 2 odf
Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt,P.E.43409
Created by IndependentThird Party:Yes
Evaluation Reports
FL993 R12 AE EVAL 993 2�df
Created by IndependentThird Party: Yes
993.3 c.,9750 SH Extruded PVC Single Hung Tiit Window"Non-Impact" 1/8"
Annealed Insulated Glass with Nail Fin(Overall Freme Size
Max.48 x 72)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL993 R12 C CAC 993 3 AAMA Cert odf
Approved for use outside HVHZ:Yes. Quality Assurance Contract Expiration Date
Impact Resistant:No OS/20/2016
Design Pressure:+25.0/-25.0 Installation Instructions
Other:See INST 993.3 for Installation instructlons. (Note- FL993 R12 II Inst 993 3 odf
Glazing Shall comply with ASTM E1300-04) Verlfied By: Lyndon F.Schmidt,P.E.43409
, Created by IndependentThird Party: Yes
Evaluation Reports
FL993 R12 AE EVAL 993 3 odf
Created by IndependentThird Party:Yes
993.4 d. 9750 SH Extruded PVC Single Hung Tilt Wfndow"Non-Impact" 1/8"
Annealed Insulated Glass with Aluminum Nail Fin-(Overall
Freme S(ze Max.46 x 60)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL993 R12 C CAC 993 4 AAMA Cert odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/28/2016
Design Pressure:+50.0/-50.0 Installation Instructions
Other:See INST 993.4 Foi-fnstallation instructlons. (Note- FL993 R12 II Inst 993.4 odf
Glazing Shall comply with ASTM E1300-04) Verifled By; Lyndon F.Schmidt, P.E.43409
Created by Independent Third Party:Yes
Evaluation Reports
FL993 R12 AE EVAL 993 4 odf
Created by IndependentThird Party: Yes
993.5 e.9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact" 1/8"
Annealed Insulated Glass with Aluminum Nail Fin-(Overall
Frame Size Max. 36 x 72)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL993 R12 C CAC 993 5 AAMA Cert odF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No OS/20/2016
Design Pressure:+50.0/-66.0 Installation Instructions
Other:See INST 993.5 for installation instructlons. (Note- FL993 R12 II Inst 993 5 odf
Glazing Shall comply with ASTM E1300-04) Verified By; Lyndon F.Schmidt,P.E,43409
Created by Independent Thfrd Party:Yes
Evaluation Reports
, FL993 R12 AE EVAL 993 5 odf
Created by Independent Third Party:Yes
993.6 F.9750 SH
https://www.floridabuildin�.or�/pr/pr app dtl.asnx?param=wGEVXOwtDat9b2DeMSK%2... 7/3/2015
��`����```"� "''���'�.
� 48.75'MAX.OVERALL FIN WIDTH �`Q��� .• '••:�� � -
4625'MAX.OVERALLFRAMEWIDTH =Z� $ �=�"�'
3501 CR 6 EAST =V�� � * �72����
ELKHART, IN 46514 ��'� � F;��O�� ��
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IVIODEL 9750 � ���' � e N� 9 0 oa
PVC SINGLE HU1VG Wli!lDOW a ~ ��
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W/ �4LUMINUfV1 NAILIMG FIIV = 0 � J'a �
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GENERAL NOTES w � � � ¢�
0 0 � = W W�s
1. This product anchoring drawing has been developed in compiiance with the 5th Edition � � Q �w
(2014)Florida Bu1ding Code(FBC)excluding the"High Velocity Hurricane Zone".See the � � �// � � o a c�„
Certification Agency CertiBcate for s¢es,specifications and ratings. � $ � o � �w
� a a a
2. Product anchors shall be as listed and s paced as shown on de tai l s.A nc hor em be dmen t to
base material shall be beyond wall dressing,stucco,foam,brick and other wall coverings. � ��>?m
9 3. Wood screws shall be installed following installation instructions of ANSI/AF&PA NDS 2012. All � m
other fastener types to be installed following fastener manufacturers installation instructions. ' ��� �
` 4. Fastener embedment depths,edge distances and center-center distances shall be as � N c,
� specified by ihe fastener manufacturer but in no instance shall fhey be less than shown in this W W¢� o
'" drawing. =o�� cn
.£ o �
. �¢�N
° 5. Where shims are used,they must be a'Yigid/stifP'material thaf complies with the �d,�—�o �
'requireme�ts of the FBC. �W��
M o�'oo
; 6. Positive and negative design pressure requirements for use with this drawing shall be ���� _
` detertnined by others for specific jobs in accordance with the goveming code. ��N� �
cnm�o�� F
B 7. Site conditions not covered by this drawing are subject to furfher engineering analysis. N ry� o ,
a v v o m
z
s 7ABLE OF CONfENiS =_- �=..;,_ -- _-,.,---- .r n a•-o �
— �.�,._,. � ..1•;:_�.:�=.;__U�-_ Z
�` �"�'"���`�Z=��—=�=�x�T�k=;=0F,5fGN�RESSORE:(PSFJ:� a�11/15/10 =
SHEEf 6 DESCRIPfION `��OrA�,�IN�`;�;O:i4fif$p,ME:;:�= `�-5'-"��-:=�-=�_---='-- s�.,�. ;
w -`W:== _
1 T fcal elevaflon,desl n reuures& eneral notes -" --- ,_.-•�- � � N.T.S.
� =�hDIMENSION;v;�:s.;DIMENSION r:;�;�P_OSRII(E,';;;NEGATIVE;, owc.er: ,/K m'
� 2 Horizontal&verfical crou sections 8 b11 of materials
0 3 Horaontal&verfical cross sections and glaring detal 48.75"x 625" 46.25"x 60.0" +50.0 ' -50.0 c"��": LFS �
` 4 Buck 8 frame anchoring oruwwc r+o. o
" FL-993.4 0
� SHEE7 � OF 4 �
m
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I� r� � .`-Y._ � � � 4 2 2J 75 UPDATE 70 SiH ED. 2014 FHC JK SINGLE�-IUNG WINDOW P.E NoF43409Idt '''��i•••••••��r����```
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REVISIONS SECTIONS AND ClAZINC DEfA1L
FBPE C.A. No. BB73
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Florida Building Code Online Page 1 of 2
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I's�:ida C�parma�t� gCIS Home ; Log In : User Registration ; Ho[Topics i Submit Surcharge ; S[ats&Facts : Publi�ations ; FBC StaH i BCIS Site Map � Links �'•Search ;
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�.-�- ...,s�F;�
�#�;�Y; � ��;���r�i FL TM FL12500-R2
i::,,��:..,:::-'�
�. •.�a�•.• -� ;.
_ Application Type Revision
Code Versian 2014
Appiication Status Approved
Comments
Archived [j
Product ManuFacturer Norendex Building Materials Distribution
Address/Phone/Email 300 Executive Parkway West
Suite 100
Hudson,OH 44236
(740)323-1787
Christine.Watson@norandex.com
Authorized Signature Christine Watson
Christine.Watson@norandex.com
Technical Representative Christine Watson
Address/Phone/Email 300 Executive Parkway West
Suite 100
Hudson,OH 44236
(740)323-1787
Christine.Watson@ nora ndex.com
Quality Assurance Representative
Address/Phone/Email
Category Panel Walls
Subcategory � Siding
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
GC� Evaluation Report-Hardcopy Received
Fiorida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity Architectural Testing, Inc.
Quality Assurance Contrect Expiratfon Date 12/31/2015
Validated By )ohn W.Knezevich,PE
C� Validation Checklist-Hardcopy Received
Certificate of Independence FL12500 R2 COI 2015 O1 COI Nieminen.odf
Referenced Standard and Year(of Standard) Standard Year
• ASTM D3679 2009
Equivalence of Product Standards
CertiFied By ,
Sections from the Code
https://www:floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvG4Aty8UaHd... 7/3/2015
Florida Building Code Online Page 2 of 2
' -� I
Product A'pprovai Method Method 1 Option D
Date Submitted 04/22/2015
Date Validated 04/23/2015
Date Pending FBC Apprdval 04/24/2015
Date Approved 06/22/2015 I
Summar of Products '
FL# Model,Number or Name Description
12500.1 Norandex Vinyl Siding Systems Vinyl Siding Systems
Lim' se Installation Instructions
Approved for use in HVHZ:No FL12500 R2 II 2015 04 FINAL ER NORANDEX SIDING FL12500-
Approved for use outside HVHZ:Yes R2.odf
Impact Resistant:N/A Verified By: Robert Nieminen PE-59166
Design Pressure:+N/A/-152 Created by Independent Third Party: Yes
Other: 1.)The DP noted in this application Evaluation Reports
pertains to one particualr siding system. Refer to FL12500 RZ AE 2015 04 FINAL ER NORANDEX SIDING FL12500-
ER Appendix for all systems and design pressures. R2.odf
2.) ReFer to ER Section 5 for Lfmits of Use. Created by Independent Third Party; Yes
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Contac[Us :1940 North Monroe Street.Taltahassee FL 32399 Phone:850-487-1824
The Sta[e of Florida is an AA/EEO employer.Copvriaht 2007-2013 State of Florida.::Prlvacv Statemen[::AccesslbillN Statemen[:;Refund Statement
Under Florida law,email addresses are public rewrds,ff you do not want your e-mail addre5s released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by[raditlonal mail.If you have any questions,please contact 850.487.1395.•Pursuant to
Section 455.275(1),Fiorida Statu[es,effective October 1,2012,Ifcensees licensed under Chapter 455,F.S.must provide the Department wi[h an email address If
they have one.The emails provided may be used for official communication wi[h the Iicensee.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 availabte to the public.To determine(f you are a Iicensee under
Chapter 455,F.S.,please click here.
Produc!Approval Accepts:
�.� eCheeA �
SCCLLYfi V'}Il;Tit lC�'
L.+::��[.�.I.II�
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvG4Aty8UaHd... 7/3/201 S
v,�
t'
FLORIDA WIND ZONE COMPLIANCE WORKSHEET,Height(h)<30 ft,GCpt=+0.18,Kd=1,Kzt=1
FBCSection 1609
VINYL SIDING
Wind Speed-V„�i(mph)3-second gust
d
Max.Nail Design N �
Product Profile c
Spacing
NailEngage Pressure 110 120 130 140 150 160 170 180 190 200 x N
(psf)
w
OK OK OK OK OK OK OK OK OK OK B
OK OK bK OK OK OK ;,., OK OK OK OK � Interior
American Classic D4,DSDL 16"o.c. Studs 152
OK OK OK OK OK OK OK OK OK OK p Zone4
OK OK OK OK OK OK OK OK OK OK B
OK OK OK OK OK OK OK OK OK OK � EndZane
OK OK OK OK OK OK OK OK OK OK p 5
OK OK OK OK OK OK OK OK OK � OK B
OK OK OK OK OK OK OK OK OK OK � �nterior
American Classic D6 16"o.c. studs 111
OK OK OK OK OK OK OK OK OK OK D Zone4
OK OK OK OK OK OK OK OK OK OK e
OK OK OK OK OK OK OK OK OK OK C End2one
OK OK OK OK OK OK OK OK OK -'....;NO = D 5
OK OK OK OK OK OK OK OK OK OK B
OK OK OK OK OK OK OK OK OK OK � �nterior
Cambridge OK OK OK OK OK OK OK OK OK ;;:NO �'� ' Zone 4
6.5 Beaded 16"o.c. Studs 85 p
deaded OK OK OK OK OK OK OK OK OK OK B
OK OK OK OK OK OK OK OK ":NO' - : :NO-' � End Zone
: _..
OK OK OK OK OK OK OK `.,.:_.:NO:,,�;;:: ;,,; ' '"` ';.°'..:.,. 5
NO;, : 'NO: . D
OK OK OK OK OK OK OK OK OK OK B
OK OK OK OK OK OK OK ' ' ' ' """ �- . - Interfor
Finish Works
.
058, �._NO:,,�:.,. . ..,NO. ,:� ,..N� - C
.:-. ,
..:,,
OK OK OK OK OK ,:,�.,..:�..N.O.n:?:�i=„''y-''�;:�'NO;:`"?i;.....;;NO�:;`.�:;;::;;;r �,�::':,• Zane4
Board&Batten Single 6.25 16' o.c. Plywood 56 "' .�. ,,,. ,. „ ,,,,,,NO';':,, ` �`�'I'NO;'�'" , D
and/or5tuds OK OK OK OK OK ' OK OK OK 'i::'''NO' ' - � NO � " 6
_. ..
_ .
OK OK OK OK OK ''.`� �NO:;.'::;::::,.;.=;NOi€==°:-i:::,-__;N0 r:.�_;:;NO• _ .Np '.i; � End Zone
OK OK OK OK �� ":NO'=�:;-;'-,�NO..i:;'�:.;i:,'�::NO...�.�__:�" ;;Np^,; :_ "`.NO..� . - 5
_. . �'� :NO.�,.... D
OK OK OK OK OK OK OK • OK OK OK B
OK OK OK OK OK OK OK OK OK OK C �nterior
D4,DSDL 16"o.c. Studs 152
OK OK OK OK OK OK OK OK OK OK D Zone4
OK OK OK OK OK OK OK OK OK OK B
OK OK OK OK OK OK OK OK OK OK � End2one
Generations or OK OK OK OK OK OK OK OK OK OK D 5
Polar Wall Plusl OK OK OK OK OK OK OK ' OK OK OK F3
OK OK OK OK OK OK OK OK OK OK � Interior
D6 16"o.c. Studs 111
OK OK OK OK OK OK OK OK OK OK p Zone4
OK OK OK OK OK OK OK OK OK OK B
OK OK OK OK OK OK OK OK OK OK � EndZone
OK OK OK OK OK OK OK OK OK ' :NO = p 5
' OK OK OK OK OK OK OK OK OK OK p
OK OK OK OK OK OK OK OK OK OK � �nterior
reat Barrier D5,DSDL 16"o.c. Studs 152
OK OK OK OK OK OK OK OK OK OK p Zone4
OK OK OK OK OK OK OK OK OK OK B
OK OK OK OK OK OK OK OK OK OK C EndZone
` �~~� OK OK OK OK OK OK OK OK OK OK D 5
��TRWITY�
EXTERIOR RESEARCH DESIGN�LLC. • • - -
Certificate of Authorization#9503 Norandex-FL32500-R2
Robert Nieminen,PE-59166 04/21/2015
Appendix 1,Page 1 of 2
"� � �f �
�. y i
EXTERIOR RESEARCH&DESIGN,LLC.
� Certifrtate af Aothorizatran tt9503
������ 353 Christian Street
���� Qxford,CT 06478
PHONE; (203}262-9245
FAX:(2Q3)262-9243
EVALUATION REPOftT
Norandex Building Materials�Distribution Evaluation Report C13820.04.09-1-R2
300 Executive 1'arkway West,Suite 100 F112500-R2
Hudson, OH 44236 Date of Issuance:04/28/2q09
Reyisron z:04/21/zo15
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the appficable ru(es and regulations governing the use of
construction materiais in the State af F(orida,The documentation submitted has been reviewed by Robert Meminen, P.E.for
use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with
the S`�'Edition (2014}�lorida 8uilding Cade sections nated herein.
CIESCRIPTIOIV: Norandex Vinyi 5iding Systems
L.ABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein and
the minimurn provisions of FBC 2404.9.
CQNTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quafity Assurance dacumentatian changes, ar provisions of the Code t�at relate to the product change. Acceptance af this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Qua{ity Assurance documentation changes. 7'rinity�ERD requires a compiete review af this Evaluation Report
relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Repart.number preceded�by the words•-"Trinity } ERD Evaluated" may be displayed in
advertising literature. If any partion of the Evaluatian Repart is displayed,then it shali be done in its entirety.
INSPECfION: Upan reque5t, a capy of this entire Evaluation Report shall 6e provided to the user by the manufacturer or its
distributors and shall be availab3e for inspectian at the job site at the request of the Bui(ding Official,
This Evaluation Report cansists of pages 1 through 4, plus a 2-page Appendix.
Prepared by: „��«<=!�;�r., —
���,R,��.ai..N� �'`'�,,
.-<Q•'"��v:�:'�� �
��C4��.^.,SCa-5?1�?�'�_ �'.r
_•� :*�
1
_ ` ��.~.
i J�.'".i 1'f.ts_••a�"*,i jV�
�i���r�!C�,��^��
RobertJ.M.Nieminen,p.E. ThefacsimflesealappearingwasauthortxedbyRoberWteminen,
,,�s.••.....;,E�'x
t,�Y���';��,a{'ty����.� P.E,po 04(21/2015.Thiz does�ot serve as an electronlcally signed
FlOftt/O ReQtSLtaf14R NO.5�36b F/OT!(fA�CA ANF29$3 �+ 's docvmer�t.Signed,seaSed hardcopies have been transm3ued to the
PmductApproval Admfn(sttator and to the named client
CERTIFICATION OF INpEPENDENCE:
1. Eacterior Research&Design,�LC.dJbJa Trinity � ERD daes not have,nor does it intend to acquire or wi11 it acquire,a financial inte�est
in any company manufacturing or distributing products it evaluates.
2. Exterior Research & Design, LLC. d/b(a Trinity ( �RD is not owned, operated or control4ed by any company manufacturing or
distributing products it evaluates.
3. Robert Nieminen, P.E.does not have nor will acquire, a financial interest in any company rnanufacturing or distributing products for
which the evaJuation reports are be'sng issued.
4. Roberk Nieminen,P.E,does not have,nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a huiiding cade evaluation. Neither Triniry(ERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specificalty for that purpose.
Florida Building Code Online Page 1 of 2
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t'
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P�O�QC�Ij,�l ,nK''n': ProductApproval
�:J (y �USER:Public User
Regulation
Product Aooroval Menu>Product or Aoolication Search>Apolication List>Appliotion Detaii
;�:"n'.�a�>v;iM;',;::;;�;;?:� FL# FL161-RS
� ....:�;:a:::;:. .�..]
Application Type Revision
Code Version 2014 '
Application Status Approved I
Comments '�
Archived p I
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue '
Ocala,FL 34474
(352)368-6922 '
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc I
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
� Ocala,FL 34474
(352)368-6922 Ext291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352)368-6922 Ext291
jlathrop@cws.cc
Category Exterior poors
Subcategory Swinging Exterior poor Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
C� Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A.Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expfration Date 07/21/2020
Validated By Steven M.Urich,PE
� Validation Checklist-Hardcopy Received
Certificate of Independence FL161 RS COI EvalReo CWS-176E(Guardian Door).odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/101/I.S.2-97 1997
ASTM E1300-04 2004
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.fl oridabuilding.org/pr/pr_app_dtl.aspx?p aram=wGEVXQwtD qvyf4ngAXh 104... 7/3/2015
Florida Building Code Online • Page 2 of 2
. 4 , I
Product Approval Method Method 1 Option D
Date Submitted 04/28/2015
Date Validated 04/29/2015
Date Pending FBC Approval OS/06/2015
Date A roved 2Z 2
pp 06/ / O15
Summary of Products
F Model,Number or Name Description
161.1 Guardian Hinged Door Guardian Hinged Door w/Glazed Insert.
Li " s of Use Instaflation Instructions I
pproved for use in HVHZ: No FL161 R5 II CWS-176E(Guardian Doorl.odf
Approved for use outside HVHZ:Yes Verifled By: Lucas A.Turner 58201 �
Impact Resistant: No Created by IndependentThird Party: Yes
Design Pressure: +40/-40 ' Evaluation Reports
Other: Not for use in HVHZ. Primarily used with Screen FL161 RS AE EvalReo CWS-176E(Guardian Door).odf
Rooms. Created by Independent Third Party:Yes
161.2 Guardian Hinged Door Guardian Hinged Door w/Solid Core.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL161 RS II CWS-242D(Guardian Door-Solid Corel.odf
Approved for use outside HVH2:Yes Verified By; Lucas A.Turner 58201 I
Impact Resistant:No Created 6y IndependentThird Party:Yes �
Design Pressure:+40/-40 Evaluation Reports
Other: Not for use in HVHZ. Primarily used with Screen FL161 RS AE EvalRe�CWS-242D(Guardian Door-Solid
Rooms. Core . df
Created by Independent Third Party: Yes j
Back Nezt
Contad Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:BSD-487-1824
The State of Florida is an AA/EEO employer Coovriaht 2007-2013 State of Florida.::Privacv Statement::AcrnssibiliN Statemen[ Refund 5[atement
Under Florida law,emaii addresses are public rerords.If you do not want your e-mail address released in response to a public-records reques[,do not send
electronic mail to this entity.Instead,contact the office by phone or by t2ditional mail.If you have any questions,pleasa contact 850.487.1395.*Pursuant to
Section 455.275(1j,Fiorida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Departmen[with an email address if
they have one.The emails provided may be used for officlal communimtion with the Iicensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide[he Department with an email address which can be made available[o the public.To determine if you are a licensee under
, Chapter 455,F.S.,please click here
_ Praduct Approval Accepts:
�� eCht<A �
SCCIl77t�';ltfTii I CS'
. '
f
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvyf4ngAXh104... 7/3/2015
PRIME DOOR - NON-IMPACT GENERALNOTES: �������
(SHOWN w/ALUM.SINGLE HUNG 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURE�
� TO COMPLY W ITH THE FLORIDA BUILDING CODE(FBC),CURRENT W�NDOW$YSTEPI'S
EDITION. 7900 SW 44TH AVE.
OCALA,FLORIDA 34474
2.GLAZING OPTIONS:(SEE SHEET 2) ' WWW.CWS.CC
97 1/4" 3.CONFIGURATIONS:OUTSW ING,LEFT OR RIGHT HINGED.
OVERALL WIDTH 4.DESIGN PRESSURE RATING: y OOO ALUM.
�� -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GUARDIAN DOOR
, UNIT WIDTH GLASSTABLES ASTM E-1300-04. NON-IMPACT
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
35" INFILTRATION TEST PRESSURE AND GLASS TABLES
DOOR CORE ASTM.E-1300•04, � ! �
A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED `� r^. `,'_' W
IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR o � o 0
DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
ANCHOR CALCULATIONS. Y � w
W Iw- ¢ m
7 5�8" 6:NOT APPROVED FOR IMPACT RESISTANCE:IMPACT PROTECTIVE �
HINGE(TYP.)' SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. v v E Z
__ � m m m° O
7.ALL FRAMES SCREWED TOGETHER. SMALLJOINT SEAM SEALANT < � o in
� USED AT ALL FRAME JOINTS. N N ¢ Z >
I W
B B 2� O
w w o �
B HINGE(TYP.) w w > ¢
81^ 6 , o 0 0 �
OVERALL � = Q o
HEIGFIT i w o t� m ¢ O
80"
� z
HEIGHT ��« ������Pp10REW���if�
.`�p-5. �GENS G�P�'i
:JV.'� F�'�.2�:
� ��:• No 58201 �:�A�
� LucasA. =*; y� ;*'
� Turner �-o i � '
DOOR 2015-04-27 ��� STATF OF :�lU`
CORE 20:51-04:00 •�,,��C.s'�<Q a�p�"G��'��•
� ���4,S��NALEN�`�.
�rrrn n.�tit��
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4l27/2015
LUCAS A.TURNER,P.E.
FL PE 115t3201
1239 JABARA AVE.
NORTH PORT,FL 34288
A
PH.941-380-1574
6 A SHEET DESCRIPTION:
, GENERAL NOTES AND
TABLE OF CONTENTS
ELEVATIONS
DRAWNOY: DATE:
GENERAL NOTES&ELEVATIONS.,......1 ADE 09/08/08
CONFIGU RATIONS...................... .........2
SECTION VIEWS....................................3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWGk: REV..
AN HOFl SCH D�ULE&NOTES...........5 37-1/4��X 81�� +/-40 PSF NONE CWS-176 E
INSTALLATION DETAILS........................6
scA�e: SHEET
1:15 1 OF6
�iKS�av(1����
WINDOW SYST�MS��4
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
zza�
www.cws.cc
MAX UNIT WIDTH
231�2" 1000 ALUM.
GLASS DLO GUARDIAN DOOR
NON-IMPACT
� � rm
/ ro
N .^- .m- F-
' O � O ❑
Y
� W O }
W H Q m
2E 1l2.
GLASS � � � z
DLO
m LL m O
v o O C/J
H
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. MAX a °' w n~. �
0
>
UNIT
HEIGHT �� ¢ o o �
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GLASS `,���y Pt1DRE4y �G���'
DLO ��p-;��C E 7V 5�.��p2.�`
�.' run se2aa �':`��
// %'9�• STA E OF :•�1'
�'�O�t�`S.'.l O R 1�p���`Ll+:
����iSf�NA��?�`��
`�
4/27(2015
�p^ LUCAS A.TURNER,P.E.
GLASS DLO FL PE 1t 58201
1239 JABARA AVE.
SH-3500(SEE SEPARATE APPROVALj NORTH PORT,FL 34288
. ALL GLAZING DSB TEMPERED MIN. PH.941-380-1574
SHEET DESCRIPTION:
DOOR
CONFIGURATIONS
DRAWN9Y: DATE:
ADE 09/08lOS
DWG 0: REV �
CWS-176 E
scn�e: SHEET
���� 20F 6
d
123/4" MAXO.C.(TYP.) ll f1/1(Cvf�jmn{yf7•
V(5(S•lilJ(6l4//UL/(y�
, 6" MAX.(TYP.) WIMDOW SYSTEP7S
SEE NOTE 2
6" MAX.(TYP.)� 1900 SW 44TH AVE.
' OCALA,FLORIDA 34474
W W W.CWS.CC
INSTALLATION
ANCHOR(TYP.)
1000 ALUM.
GUARDIAN DOOR
NON-IMPACT
17"
MAX.O.C. � T �
(TYP.) r o
INSTALL TN/O 1J8 ANCHORS THRU `� � ^ ~
S7RIKE PLATE AND DEADBOLT STRIKE
o � o �
PLATE INTO SUBSTRATE(TYP.) Y LL w
INSTALL ONE#8 ANCHOR THRU w F ¢ m
EACH HINGE INTO SUBSTRATE(TYP.)
m m o Z
� u_ m O
v o O fn
� F
N N Q Z �
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Q
a aW, z � �
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ANCHOR LAYOUT Z
�����u�O RE 6V�T�4i
��5 P3;..... G ��
`O�p.;��GEN3F•.;Q�4:
��: No 58201 �'�7�;.
=*c w :*=
NOTES: �Qs. STATE OF �'��`
. �C p N,:�,
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. ��F`�'•,o R t ��,
����SSI�NA�E�.�`��,
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1!4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING ��
SHIMS SHALL BECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/27/2015
LUCAS A.TURNER,P.E.
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED W ITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT W ITH PRESSURE TREATED FL PE 1t 58201
WOOD MUST BE PRO'fECTED TO PREVENT REACTION. 1239 JABARA AVE.
NORTH PORT,FL 34288
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH S'fRENGTHS LESS THAN PH.941-380-1574
THE MINIMUM SPECIFIED IN TABLE 1,SHEET 6.
SHEET DESCRIPTION:
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR SCHEDULE AND
NOTES
7 A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONTRY,1"FOR WOOD AND METAL.
DRAWN BY• DATE:
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BYTHE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE ADE 09/08/08
STRUCTURE.SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TA8LE1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. owc a: Rev•
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-176 E
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 20�(FLANGE WINDOWS), FMANJDMA 250(BOX WINDOWS),FMAIAAMAIWDMA 300(EXTERIOR DOORS) scA�E: SHEET
1.2� 5 OF 6
TYPICAL HEAD ANCHORAGE �nnrtqf}��•�
cscsavc,
MIN.EMBEDMENT
WINDOW SYSTEMS
SEE TABLE 1 MIN.EDGE DIST — 7soo SW 44TH AVE.
SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS WWW.CWS.CC
SEE TABLE 1 INTERIOR 1/4" MAX.SHIM
PERIMETER SEALANT HINGElSTR1KEPLATE HINGElSTRIKEPLATE �OOO ALUM.
BY INSTALLER MIN.EDGE DIST. MIN.EMBEDMENT MIN.EDGE DISTANCE GUARDIAN DOOR
INSTALLATION ANCHOR SEE TABLE 1 SEE TABLE 1 SEE TABLE 1
SEETABLE 1 NON-IMPACT
SEALANT BEHIND
FLANGE BY INSTALLER 1/4" MAX.SHIM MIN.EMBEDMENT "' � o
, HINGE/STRIKE PLATE SCREW SEE TABLE 1 N � � F
SEETABLE'I o 0 0 ¢Q
Y lL W
INSTALLATION ANCHOR SUBSTRATE BY OTHERS W � ¢ m
, INTERIOR SEE TABLE 1 SEE TABLE 1 � � � Z
SEALANT BEHIND PERIMETER SEALANT m m °m O
FLANGE BY INSTALLER BY INSTALL[R '� � o �
N N Q Z W
INSTALLATION ANCHOR � HORIZONTAL SECTION �
SEE TABLE 1 6 TYPICAL JAMB ANCHORAGE o o j °- �
SEAL OR SET IN �J
CONCRETE OR MASONRY Q Q W c��
PERIMETER SEALANT ° a a o w
BY INSTALLER —� �_� <_�
a 0 a MIN.EMBEDMENT w O U m Q O
SUBSTRATE BY OTHERS a 4 SEE TABLE 1
SEE TABLE 1
I `,`��pu�u�rq��
a � ��� Pp10REby�,4�i
� ,,.`Vp,`?.��C E NSF C.�p2��.
MIN.EDGE DIST. �:� Nn 582D1 �:�9�
SEE TABLE 1
=*' * :*=
�1 VERTICAL SECTION �ro; • �
6 TYPICALSILLANCHORAGE �Qt S7ATE OF :��U`
r�'i�CCs'•1 O R 1�4'�\���•
�����S��NA�Ep�'��
X�
4/27l2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
TABLE 1:APPROVED INSTALLATION FASTENERS
PH.941-380-1574
SHEET DESCRIPTION:
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEUMENT MIN.EDGE OIST.
CONCRETE(2.0 KSI MIN.) 3It6"ITW TAPCON 1" 1_i�s" � INSTALLATION DETAILS
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON �^ �^
DRAWNBY: DATE:
. OUiHERN PINE(G=0.55) q10 WOOD SCREW 7-3/8" 1/2"
0.045"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL'fHREAD ADE 09/08/08
0.045"STEEL(33 KSI MIN.) DRILLING SCREW 7HRU 0.045" ��2� DWG p: RE .
HINGE AND STRIKE PLAIE ANCHORS NOTE:GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM CWS-176 E
2XMIN.SOUiHERN PINE(G=0.55) �8 WOOD SCREW 1-3/8" 7/g^ ANCHORAGE AS SHOWN IN TABLE 1. scA�E: SHEET
1.2 6�OF6 „
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �l��J� �G�/%'1�irC�s�
Date Received: (p ' �- �7
Site: ��0% � � � ��
Permit Type: �U� � c5 � � �9"�� U ��-�L..
Approved w/no comments� Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
ate Contractor and/or Homeowner
� ����/I�'l �cj�z� (Required when comments are present)
�� �cer�
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Rcpf,:1872479 Ree: 10.00
DS: 0.00 IT: 0.00
06/19/2017 M. F., Dpf,y Clerk
Permil No. Parcel ID No ' ---- ---
NOTICE OF COMMENCEMENT /'�
Stale of � U1�l�G� County of_ �/aSC(�
THE UNDERSIGNED hereby gives notice th t improvement will ba made to ceAain real propeAy,and in accordance with Chapler 713,Fiarida Stalutes,
lhe lollowing information is provided in this N ice o(Commencement: p
7 Description of Property: Parcel Ide tification No. o�y'��o•�� '����'�d(��6 L�'— �(� 1 0
Street Address: �ZU LCQ �d � �i 1�S C • �.3.ryo�—
2. GeneralDescriptlonollmproveme CGl( r� �T� h/A� LPC�
3. Owner Infortnation or Lessee into alion if llie Lessee contracled tor ihe improvement:
� - L I S� rGC Glii
' C! /� CNamee � lG - -3/0 �C' �sc� �e �'z 8S
a r(
Address Gty State
Inlerest fn Property �f3 S
Name of Fee Simple Titleholder:
(I dif(erent fram Owner listed above)
Address � Ciry Slale
4 Conlractor.
yme ��!'/2 �c( ZP.O�.,r�i�`��S �L 33rk�
Address Q q p City Slate
Conlractors Telephone No. O I3— O ' 7 d�O
5. Surely:
Name
Address City Stale
Y
Amount of Bond: S Telephone No.: � L U � w
6. Lender. W LL � �JJ J
Name � � IJ- _ J U
Address City State �z (�j O � O � �
F--
LenGels Telephone No. �d 0 = Q N � �
�� ~ w 0.. O
7 Persons wilhin the State of Florid designated by the owner upon whom notices or olher documents may be served as provided by �" � W G �
Section 713.13(1)(a)(7),Florida Stat tes: (� _ -- J �
e�..� F�-� � d �
Name � �O O � �
U I!.
� D— >-- w �Y
Address City Stale Q a p � � �
Telephone Number at Designaled P, son: � U U z
J
8. In addition lo himself,the owner desi nates ol � ~ F'" —� Q (�
� � U m 0 u-
to receive a copy of Ihe Lienor's Nolice as provided in Sedion 713.19(1)(b),Flo�ida Statules. � L"- W � z Q J
Telephone Number ol Person or Enli Designated by Owner• �'e ,��. � a = Q W
9. Expirelion date of Notice of Comme emenl(the e�iretion date may not be be(ore the canplelion ot constmction and final paymenl to Ihe � !Y F � O 7- � �
i_> C� � c� Q
contractor,bul will be one year from e date of reeording unless a diHerent dale is spedfied): LL L j � � � r
WARNING TO OWNER: ANY PA � ENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT � h 7— W � ,
ARE CONSIDERED IMPROPER YMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN � </� Q J
RESU�T IN YOUR PAYING TWIC FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE J
�- - w - z6�
RECORDED ANO POSTED ON TH JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSUL7 � _ � z � Q
WITH YOUR LENDER OR AN ATTO NEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT
Under penatty of perjury,I deGare th t I have read the foregoing notice f inenc menl and Ihat lhe tacls stated tharein are lnie to lhe best �� I'�' 1� � � n' m
ol my knowledge and belief. ♦ � � q,���.�
�y
STATE OF FLORIDA . �T_��
COUNTY OF PASCO �' � <;��eY�`+
Signa ure of pwner or Lessee,or Owners or Lessee's Aulhorized '`� ' o /���\ ��„$',���e
• � OfiicedDirector/Partner/Manager �`�".1 �� d�0
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PRULii 5 0'NEIL,Ph D PRSCO CLERK & COMPTROLLER
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