HomeMy WebLinkAbout17-18226 �
CITY OF ZEPHYRHILLS
, 5335-8TH STREET
� (813)780-0020 � 226
BUILDING PERMIT
PERMIT INFORMATION LOCATION.INFORMATION
Permit Number: 18226 Address: 3913 QUAKER RIDGE ST LT 68
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class of Work: SHED INSTALLATION Township: Range: Book:
Proposed Use: MOBILE HOME PARK Lot(s): Block: Section:
Square Feet: Subdivision: MAJESTIC OAKS
Est. Value: Parcel Number: 24-26-21-0000-00100-0090
Improv. Cost: 2,400.00 OWNER INFORMATION
Date Issued: 3/07/2017 Name: NHC-FL115 LLC (CARL JIM)
Total Fees: 75.00 Address: 6991 E. CAMELBACK RD, STE B-310
Amount Paid: 75.00 SCOTSDALE, AZ 85251
Date Paid: 3/07/2017 Phone:
Work Desc: CONSTRUCT SHED W/CONCRETE 65 SQ FT
CONTRACTOR S APPLICATION FEES
SUN STATE ALUMINUM INC BUILDING FEE 75.00
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Ins ections Re uired .
FRAME
SHEATHING
FINAL
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 properly 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 pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
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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
, ' Building Department
DateReceived .� Z2���� phoneCantactfarpermitting�( � t� �_!_0� -,,,����t
i rr-�-rc-�r,-r ..� ,...,-r-�r-..
� Owner"s Name G7 G. —�(.. ��5 L-LG � �CtY� Owner Phone Number
Ownee'sAddress (,���1 �'�Gls1�/{'�G�„/,c._�fE-� � �z OwnerPhoneNumber �
BSd�I � �
Fes Simple Titlehoider Name Owner Phone Num6er
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Fee Simple TiUeholder Address
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JOBApDRESS I.L�LP C./ � N i� LOT# �� I
St1BD1VISi4K �t9�T'lC C.��-Ll�� PARGELlD# Y�CO'����L1�t1`WIC�(�'�� G �
(OBTNNED FROM PROPER7YTAX NOTICE)
WORK PROPOSED e NEW CONSTR I� ADDfALT � SIGN Q Q �EMOLISH
lNSTALL Q REPAIft
PROPOSED USE Q SFR Q GOMM � OTHER
IYPE OF CONSTftUCTlON Q BLOCK Q FRAME Q STEEL Q
DESCRIPTION pF WORK � 'fc� � �L� L
Bt7ILDiNG S1ZE �!4 J�� � SGt FOO7AGE�_r��Y� HEIGHT �� �
rrrr�rrmrm�rrrrr�rrrr�-rrrr�rrmrrrn�rrrr-e-�-rrn-�-rrm-rrm-mrrr-mrrr� ,� /
QBUfLDING S���� �,` VALUA7tON OF TOTAL CQNSTRUCTION ( � ��
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QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
QPLUM8ING �� �-t ..` f`��1 �
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QMECHANICA! $ VALUA'f'lOi+!4F MEGHAId1CAl lNSTALlATSON '�-% � T `
QGAS Q ROOFING Q SPECIALTY � ������✓, "
� OTHER
F(NISHED FLOOR ELEVATI4NS �� FLOOD ZONE AREA QYES NO "`�
—.—F-:—:—:—^:—:-ir:—:-:i-�^:—:—e�':�.C-�7—'f�:—:—'�' � ,--r;-:.�:—:—:-r�:-;i—C.;Ta'—'y—:—:�-�:—ii'��'�.-�•--e—'-•—C—::.+
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BUILpE12 �� COMPANY L�. !Y't M'��G�C�/r!LC I^�"--
SIGNATURE ,� i�lis � REGIS7ERED Y! N FEECURREp Y/N�—
Address � i� /L it !� �f1%�.S �� y� license# ��-Q(�(n(��
' ElECTRIGtAN GOMPANY �
S1GNA7URE �— � REGiSTERED YI N FEECURREt� YIN
Address License# � !
PLUMBER � � COMPANY (.�.. �
SIGNATURE � REGISTEftED Y I N �FEE CURRE� Y/N
I
Address License# �
i � �MEGHAA2tGAL G4MPANY
SfGNATURE REGISTERED Y! N PEEcuwaEn Y/N
Ad@ress License# � �
OTHER COMPANY � �
SIGNA7URE � � REGIS7ERED Y/ N FEE cuw�� Y/N
Address License# � �
IIIIIIIIIIIII.IIIIIIIIIIIIIIIIIIIIIIIIII1111111111111111111111111111
RESIDEFiTtAL Attach{2}Ptof Ptans;{2}sefs ot Building Plans;(1}set of Energy Farms;R-0-W Permit for new ca�struction,
Minimum ten(1Q)working days afler submittal date. Reqnired onsite,ConsWotion P1ans,Stormwater Plans w/Sitf Fence instalted,
Sanitary Facilitfes&1 dumpster,Site Work Permit for subdivisions4arga projects
COMMERCIAL Attach(2)complete sets of Buflding Plans plus a Life Satety Page;('1)set of E�ergy Forms.R-0-W Permit for new construction.
Minimvm ten(10}working days after submittal date. Required onsite,ConsWctlpn Plans,Siormwater P(ans wt S3t#Fence instalied,
Sanitary Facilitles 8 7 dumpster.Site Work Pertnit for ali new projects,Ail commerciat requirements must meet compiiance
SIGN RERMIT Attach(2)sets of Engineered Pians.
""PRQPERTY SURVEY required for ail NEW construcdon.
� -d-l--1.�-i�-i-l�.I�-i-l--i-l-i-#l--t-.:-!�:-S-Fi-I-I�-F..i-i�-i-t-t-I.-t�i-W-i-t�-E.i�-i-i-I..S.d�-L.i�i-�f-i.d-i-i-I-t-l--i--b.l-�i--t�i-.
Dtrections:
Fill out appiicatlon completely. ,
Owner&Contractor slgn back of application,notadzed
if over$25U0,a Notice of Commencemerit is requtred. (AlC upgrades over$7548) � �
" Agent(for the conUactor)or Power of Attornsy(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER P.HRMiTTtNG (copy of conttact requtred} - - .. __ ._ _
Reroofs if shingles. Sewers Service Upgrades A/C Fences(PIotJSun+eylFootage}
r'" ' '
Driveways-Not over Counter[f on pubiic 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 resporisibility for compliance with any
applicable deed resfrictioris.
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 regulafions. 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
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 Statufes,as amended): If valuation of work is$2,500.00 or more,I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agricuiture and Consumer Affairs. if the applicant is someone
other fhan 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"awner'prior to commencement.
, CONTRACTOR'S10WNER'S AFFIDAVIT: I certify that all the informafion 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 thaf the regulations of ofher 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 Sensi6ve
Lands,WatedWastewater 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 restricfions 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 perinitting 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
constniction,I certify that fill wiil 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 a�davit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs,welis, pools,air conditioning, gas, or other installations not specifically included in fhe application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
, PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
� FLORIDA JURAT(F.S.117.0
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OWNER OR AGENT CONTRACTOR
�bs ribed and swor o or �rme before me this Sub rib d a d s�n t r umed) ore me this
�.� � bY f� ., tm�w, S ��a��t�' eu____`� u �v��;,h s , '
Who islare pgcsenatty`know��me r haslhave produced Who is! personally kno vn to me r has/have produced ,
as idenGfication. as identification. '
Noiary Publfc ____� �'YiI"1/� Notary Public s
Commisslon No. ��b�10��7 Commiss�ioIn�No. ���(P� %
� OD�S �W�t.��I �. .�i�'o��S
Na Name of Notary typed, rinted or stamped
p"pP° fdAfdCY J BROOKS
,;o�� a;:; ,.,
°_ /'1 C= ���pprvuei���. NANCY J BROOKS
_' '= MY COMMISSION#FF093699 `_° �
:sq�.oQ: _• MY COMMISSION#FF093699
'--.,�FOF�,o?. EXPIRES February 18.2018 ;N._ . �: 1s 2�ig
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(a0�)3s8-o153 FlorfdallotaryService.com -'�'oFF`;,,.
(407)398-0153 FloridallotaryService.com
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FBC Plans
Fio��a� . &Engineering ������«�I��������������������������������������������������
Building 6272 Abbott StahOn Dr
Unk 101 2017025295
Code ZephYrhilb,-FL 33542
Permil No. Parcel ID No
NOTICE OF COMMENCEMENT /J
Slate of G. County ot_�/ �-c�G U
THE UNDERSIGNEO hereby gives notice lh t improvement will be made to certain real property,and In accordance with Chapter 713,Flonda Slalules,
the following infortnaGon is provided in this N ice o(Commencement: �'^. `
7 Description of Property: Parcel Ide [�cation No. oZ�'��o '[�� - ( JU� ^�/��� "6C�rf
Streel Address: /L `�( -L S'C�
2. General Descnption ol Improveme c,/1� Y-Cl��1[c�Tc
3. Owner Infortnation or Lessee in(o ation if tFie Lessee contraded for the improvemenl:_ ,
—C.— � L� C7�
lD'�1�2 � �'�Yt u� c✓ s • l(> �Cd�50�4�P � 8.s1S1
Address Clty Slate
Inlerest in Property
Name of Fee Simple Titleholder
(I diHerent from Owner listed ahove)
Address City Slale
� Conlractor. �
_N�me .�1� �Q./J�/��i/`l�S �L 33��(J�
Y
Address 0 City� Slale
Cantrector's Telephone No. - -
5. Surely:
Name
N(�/1 I1
Address Ciry State N �
Amount of Band: S Telepho�2 No. A��..
mma
6. Lender: �, �
Name �1 01
A
ffl J
Address Cfry State �
Lendefs Teiephone No. 3►+ � �
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7 Persons within the State of Florid �designaled by the owner upon whom notices or olher dowments may be served as provided by ��� (n W � � ^{ w �
Secfion 713.13(1)(a)(7),Florida S�at tes: � - o � �—.�J (y„�
- - - Name - --- --_ - --- •�- - �c-�9 C� z� � F-�0- F-.
� � � Q � � a N �. �p,,
� p.. (7p� W F- W
Address City State F � W w (A �
Telephone Number of Designated P on: 0 � =z -1 .�O
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8. In addition!o himself,the owner desi nates of_ � � �' U�V
lo receive a copy o(the Lienor's Nolice as provitled In Sectlon 713.13(1 j(b),Florida Statutes. � _ � � LL- �
�..C..J l!-
Telephone Number ol Person or Enli Oesignaled by Owner. _ � �LLI �
O �iDC3'' � �r
9. Expiration date of Nolice of Comme cement(lhe e�iretion date may not be before the completion of construclion and final payment to the V =V(�� �
contrador,bul will be one year from e dale ol reeording unless a diHerent date is specified): �1-g-�1'CC �
WARNING TO OWNER: ANY PAY ENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ����� ��i
ARE CONSIDERED IMPROPER YMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN m� �—��Z
RESULT IN YOUR PAYING TWIC FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST 8E N c 'S- ''� �9'(j1D
RECORDED ANO POSTED ON TH JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN F�NANCING,CONSULT �N D 'G7[i�A�1-� �� 1
WITH YOUR LENDER OR AN ATfO NEY BEFORE COMMENCING WORK OR RECOROING YOUR NOTICE OF COMMENCEMENT A�, -�3:�=G��7�
�N o i3- €�L�,[3L� !�
Under penalty o(perjury,I declare th t I have read ihe foregoing notice of cammencemen[and thal the fads stated therein are true to the best
of my knowletlge and helief. ' �m 'u'�'�'��; , ,(JJ
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STATE OF FLORIDA �f�,..� ��C��J i�� �
COUNTY OF PASCO ��N o 'j�����,
SignaWre o wner or Lessee,or Ownefs or Lessee's Authorized ����m ��— I� �-
OKterlDdire�1 tor/Partner/Manager i�►+D +���.�:?3 ���� (L�1
4�N/�� 3 � ir,�'�'i�-',
0
�Signato s Tille/OKce �M m l�r
..� �?. G��i2� '� -w �
The foregoing insirument was acknowledged b ore me Ihis�day of �� ,20��by �ES !NO �` Q� '•
as (� (rype ot aufhorily,e.g.,officer,trustee,attome y in fact)foi ���� � ' • e-� �
0 �p-
(name arty o behalt of whdm Ins e w exec ted). � ' V�
� 'wV� ef� ��1�t.� a�jl �
Personally Known�OR Produced Iden ificatio Notary Signal e ^ o • m
`l � � e j�.a s F-���, � �y
Type of Identification Produced L ��' . Name(Prinl) �.lS� �G- TT'� m� � . �-� � � A
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V ~ SHIRDEN K DEL COTTO �'e �� �� Y� _��
•�'�� �Ver: Notary Pu011e-Stal�of Florld� � �
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SUN STATE ALUMIIVUM, INC.
6154 Fort King Rd. "
ZEPHYRHILLS, FL 33542
(813) 788-7308
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SUBIV�lJTED'TO"'� PHONE D TE ` r
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STREET JOB NAME � � � 1�
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CITY,STATE and ZIP CODE � JOB LOCATION�
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ARCHITECT DATE OF PLANS � JOB PHONE
�We�he�e6yy su mi[spec'rficalions and estimates for:
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�,�.--�E Olttr�Lt her.�eby to furnish m�terial anri-la6or complet� in�accordance with above specifications, for the s�um�of:
.� f w y ,! 1
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Payment to be m'a�e as Tollows:
�----- dollars($�T.���� ).
.--�"'"''� --�-`=-"'=---=.�.-.._
All un aid balances sub'ect to 1.5/o monthl �~ �^"�����`�-"""J ---�
p � ° y interesf fee. "`-1..='`��=-�' .�--
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All material is guaranteed to be as specified.All work lo be completed in a workmanlike r!,��`� �..���.:�'��_�------- �"''��"�-'"�'"`r
manner according to standard practices.My alteration or deviation from above specifications ...�-Acithonzed���j^''"'� „�,,,,,:.=aT
involving extra costs will be executed only upon written orders,and will become an extra/ �9.a'�ure'"'"" __��'-'F'��-''`-
�__� ...}."".�.._.�-_.
charge over and above the estimate. All agreements contingent upon strikes, accidents` ,�a;=��-�"'���
or delays bsyond our control.Owner to carry fire,tomado and other necessary ir�su�an�...-.--• � "�ot�e:This proposal may be
Our workers are fully covered by Workman's Compensation Insurance. withd�awn by us If not aCCepted within days.
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,�ICCE�L�IYCe Df �CLOTCLC�CL—The above prices,specifications \` fj"`0 °/� �/% �%!�7
� and conditions are satisfactory and are hereby accepted. You are authorized Signature
to do the work as specified. Payment will be made as outlined above. � � �
Date of Acceptance: Signature ,
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
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ContractorlHomeowner: _)�,�,�.`�`��� I`�"G��%�''��-''�'1
Date Recexved: 2-' ���� �
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Site: ���� �L�C�.�Y'� �f�
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Permit Type: ��'�\i1L�� �t�(.3 �'� ��Yi���
Approved w/no comments}� Approved withe below comrnents: ❑ Denied w/the below comments: CI
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This comment sh et shall be kept with the perrnit and/or plans,
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Kalv' ' zer lans Examiner Date Contractor andlor Homeowner
(Required when comments are present)
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ALL WORk SHAL COMPLY WITH
PREVAILING COD S
FLORIDA BUILDIN CODE, � ��
NATIONAL ELECT IC CODE,AND
CITY OF ZEPHYR ILLS ORDINANCES
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: F,lorida Building Code Online Page 1 of 3
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Produd Aooroval Menu>Product or Aooli[ation Search>Aoolfcatfon List>Appllodon Detafl
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•_-��� FL# FL993-R12 q� 3 ��
Application Type Revision
Code Vers(on 2014
Applicatfon Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived ❑
Product Manufacturer Kinro,Inc
Address/Phone/Email 2703 College Ave.
- Goshen,IN 46528
(574)535-1125
rmanthey@Icil.com
Authorized Signature Rick Wright
ri ckw @ rw b I d g co n s u I ta n ts.co m
Technical Representative
Address/PhoneJEmail
Quality Assurence Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Complfance Method _ Certification Mark or Listing
Certification Agency Amerlcan Architectural Manufacturers Association
Validated By Ryan]. King,P.E.
L� 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 I
Date Submitted 02/24/2015
Date Validated 02/25/2015
Date Pending FBC Approval
Date Approved 03/02/2015
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt9b2DeMSK%2... 7/3/2015
�
Florida Building Code Online Page 2 of`� r,
. Summa of Products � .
FL# Model,Number or Name Description
993.1 a.9750 SH � Extruded PVC Single Hung Tilt Window"Non-Impact" 1/8"
Annealed Insulated Glass with Nail Fin(Overall Frame Size
Max.46 x 60)
Limits of Use Certification Agency Certificate
- Approved for 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.S.for fnstallation instructions. (Note- FL993 R12 II Inst 993.i.odf
Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt,P.E.43409
Created by Independent Third Party:Yes
Evaluation Reports
FL993 R12 AE EVAL 993.1.odf-
Created by IndependentThird Party; Yes
- 993.2 b.9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact"1/8"
Annealed Insulated Glass with 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 993.2 AAMA Cert.odf
Approved for use outside HVFIZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/20/2016
Design Pressure:+50.0/-66.0 Installation Instructians
Other:See INST 993.2 for installatfon instructions. (Note- FL993 R12 II Inst 993.2.odf
Glazfng 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.odf
Created by IndependentThird Parly:Yes
993.3 c..9750 SH Extruded PVC Single Hung Tiit Window"Non-Impact"1/8"
Annealed Insulated Glass with Nail Fn(Overell Frame 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/-Z5.0 Installation Instructions
Other:See INST 993.3 for installation instructions.(Note- FL993 R12 II Inst 993.3.odf
Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmldt,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-(Overell
Frame Size 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 Ouality Assurance Contract Expiration Date
Impact Resistant:No 04/28/2016
Design Pressure:+50.0/-50.0 Installation Instructions
Other:See INST 993.4 fo�installation instructions. (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 Independent Third Party:Yes
993.5 e.9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact" 1/8"
Annealed Insulated Glass with Aluminum Nail Fin-(Overail
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 fnstallation instructions.(Note- FL993 R12 II Inst 993.S.odf
Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt,P.E.43409
Created by Independent Third Party:Yes
Evaluation Reports
FL493 R12 AE EVAL 993.S.odf
Created by IridependentThird Party:Yes
993.6 f.9750 SH
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt9b2DeMSK%2... 7/3/2015
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� 48.75'MA)C.OVERALLFlNWIDTH ��� .•• '��� �
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46.?S MAX.OVERALL FRAME WIDTH �
:J�ti
3501 CR 6 EAST _V� * �za_Z_�O�'
ELKHART, IN 46514 �j.:, g :'y��� $,q�
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''''����1 I111`�``` U N�Z
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MODEL 9750 � ��/' N � yg �ora
a r maa�
PVC SINGLE HUNG WINDOW ' N � 9� �
W/ ALUMINUIVI NAILING F�N = � O � � �a �Z�
"NON-fMPACT' = W �j/ 3 N=
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GENERALNOTES o � x w ��
O � W y
1. This product anchoring drawing has been developed in compliance with the 5th Edition � ' � ��
(2014�Florida Bulding Code(FBC�excluding the"High Velocity Hurticane Zone".See the r � �/ o N � �.�
Certification/�qency Certificate for s¢es,specifications and ratings. � � o � a
� a a
m 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to /� y;y y}
base moterial shail be beyond wall dressing,stucco,foam,bdck and other wall covedngs. - �� '�"m
9 3. Wood screws sFiall be(nstalled followfng installation instruct(ons of ANSI/AFB.PA NDS 2012.All � �
°' other fastener types to be installed following fastener manufacturers installation inshuctions. � :;
� �/ �
/ N
t 4. Fastener embedment depths,edge d(stances and center-center d(stances shali be as N�� Z
3 specified by the fastener manufacturer but in no instance shatl they be less than shown in thic ' ���o 0
" drawing. �S�� N>
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° 5. Where shlms are used,they must be a'figid/stifP'material that campfies with the ���� �
°' requirements of the FBC, o�o�
�
� 6. PosiHve and negaiive design pressure requirements for use with thk drawing shall be ���ry �
Q detertnined by others for specific jobs fn accordance with the goveming code. ��e o� <
� N N^ Q j
B 7. Site conditions not covered by lhis drawing are subject to furfher engineering analysis. N'�a o� _
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n
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o SHEET f DESCRIPf10N TABIE OF CONfENiS _4:���,.-,;�.���F I�itA�X:,���y--�:;3p�IGNiP��R��7P$F]� �11/15 10 0
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w ' �,.i�6ri�flN�.r��;��p;��-�Ea;� _� . N.r.s. �
= 1 T Ical eievatlan,desl n ressures g eneral notes �pn;z,�' '� r �'EG' " m
Q �OIAAENSIdN;;,_ DI(�ENSIOI�j�^t�,;� 1.�I�E"„L�(_,�11Y�� owc.en JK
.�'�i....._ .,._.....�s ._,.�.,. „�k.,�_. ...._�_�_
w 2 Horizontal&verl(cal cross sectlons&b11 of materials � � � �"'� • cHK ev: LFS ;
3 Horizantal&vertical cross secllons and glazing'detal 48.75"x 625" 46.25"x 60.0" +50.0 ' -50.0 - ow�x�Na r+o.: �
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� 4 Buck&frame anchoring FL-993.4 0
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BILL OF MATERfALS ���` ����
REM DESCRIP710N - MAlER1AL E :�0�'��••. �'� �
4 A 1/4"MAX.SHIMSPACE - C - , �Ze:' �•.• .���� ro
B 2XBUCK 5G>=0.42 WOOD ° •< , �• =�= �''�iO�
=U: 'K g;�y=�m
MASONRY-3,000 PSI MIN.CONCREfE CONFORMING TO ,e =�s, Z r�:O
C CONCRETE ^ , < ���' o m
ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 < • , %V'`• �m n
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F #8 X 7''PPH SMS 1-3/8"MIN.EMBEDMEN STEEL �� o a-:
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1, Locafed 1/2'from ends and �
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7. 2X FRAMING TO BE DFSIGNED ��� •��'�y� n
, BY iHE ENGINEER OR ARCHfTECT ���,�,t' � �_ci�
OF RECORD 8�45�ON WIND LOADS V=C).� �C �:za=Z��
SASH �5/8'MAX.O.C. AND'THE CLADDING 85NG USED. ��� � �'O�� o�, �
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OPENING :� ��
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CONCRE7EANCHORNOTEs: FRAMEANCHORING ���N
� �
& 1. Concre}e anc hor loca tions a t t he caners may be adjusted to maintafn fhe min. Q U?o
edge distance to mortarjo(nis. ����
� 2. Concrete anchor locaTions noted as'AAAX.ON CENTER"must be adjusted to ��o� _
malntafn the min.edge distance to mortar joints,addfffonal concrete anchors �
may be requfred to ensure the"MAX ON CEMER"dimens(on are not exceeded. ' N N N R
3. Concrete anchor table: ��^– _
........................... ....,:......:::..:..:.;.;........................ - io 0
::......:...:...... :.:... ...... .......::::'tN:tN��G��Ai2A;NC'�i;::i4}tNM1��GF.t1kA;NC:�: �N��a �
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TAPCON� �/4" 1-1/4" 2" 4" scuF: N.T.S. °
� ELCO �,�; �K m
� ULTRACON� ��4� �"��a� �� 4"
cwc er: LFS 3
g WOOD SCREW INS7ALLATION NOTES: p���,; �
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I. Maintain a minimum 5/8"edge d(stance,1"end disfance,8.1"o.c.spacing of FL-993.4 0
o wood screws fo prevent the spGtfing of wood. . sx�r 4 oF 4 0
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}= �y, +" �'•.,�LpiRp►•,••' ��
�n Lyndon F. Sohmidt �� ��
�w ,p � .°� : 3 4 26 i2 RtVtSE CO D ESS 2Q74 f8G �JKw S1N6LE N11N6 W7NDOH' P.E Na 434-09 'ijlirt�ti�ttti��,`• I
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� W ` �ry � 2 4 16 12 ADD GLAYING DEfA1L JK pAKf OR ASSEAIBLY: G�1 BUILDINC CONSULTANTS, INC.
�i vl ,� 1 02 10 12 UPR4TE TO 2070 F8C JK JI�P,a. eox zso, vai�t�, �aasea (
(3. -p � � � NORIZONT'AL dc VERTIGIL CROSS
o NO QATE � SECAONS JWD Gl.AZINC QEfAtt Phone No.: 813.859.8197
� REYiSIONS FHPE CA No. 98t3 I
•0201p R.W.BUILo�Ha ColiauLTAMTp INe.
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_�' Floxida Building Code Online Page 1 of 2
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F�cridw tr�1Q112+�1� BCIS Home 3 Log lnQ�` User Registratlon ; Hot Topics 3 Submit Surcharge : Stats&Facts : Publicatlons : FBC Staff � BCIS Site Map � Links � Search ;
Busines -
� Professi� I �R; � Product Approval
�USER:Public User
Regulation
ProduR Aooroval Menu>Product or Aoolfcation Search>Aoolication Ust>ApplicaGon Detatl
• �••'��^ `� FL# FL161-RS
- -+ ...
Application Type Revision
Code Version 2014
Applicatfon Status � Approved
Comments
Archived ❑
Product Manufacturer Custom Wfndow 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
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
Quality Assurence Representative ]ay Lathrop _
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Category Exterior poors
Subcategory Swinging Exterior poor Assemblfes
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 Assurence Contract Expiration 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.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvyf4ngAXh 104... 7/3/2015
Florida Building Code Online � Page 2 of 2
M
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 Approved 06/22/2015
Summary of Products �
F Model,Number or Name Description
161.1 Guardian Hinged Door Guardian Htnged Door w/Glazed Insert.
Li " s of Use Installation Instructions
pproved for use in HVHZ:No FL161 RS II CWS-176E(Guardian Door).odf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Thlyd 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 IndependentThird 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 R5 II CWS-242D(Guardian Door-Solid Corel.odf
Approved for use autside HVHZ:Yes Verified By: Lucas A.Turner 58201
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 EvalReo CWS-242D(Guardian Door-Solid
Rooms. Core . df
Created by IndependentThird Party:Yes
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The State of Fiorida Is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Prfvacv Statement::AccessibiliN Statement::Refund Sta[ement
Under Fiorida law,emaiYaddresses are public records.If you do not want your e-mall address released in response[o a public-records request,do not send
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supply a personal addrPss,please provide the Department with an email address whfch can be made available to the public To determfne if you are a Iicensee under
Chapter 455,F.S.,please click here.
Pradud Approvalx Accepts:
Jl � _'I�Ec �
SCCnYiY��tI7lUCs'
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PRIME DOOR - NON-IMPACT GENERALNOTES: /�q�y��,�
�V Qy
(SHOWN w/ALUM.SINGLE'HUNG) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED yy�NDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION. 7900 SW 44TH AVE.
OCALA,FLORIDA 34474
2.GLAZING OPTIONS:(SEE SHEET 2) - WW WCWS.CC
37 1/4" 3.CONFIGURATIpNS:OUTSWING,LEFf'OR RIGHT HINGED.
OVERALL WIDTH 4.DESIGN PRESSURE RATING: i OOO ALUM.
� -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GUARDIAN DOOR
UNIT WIDTH GLASS TABLES ASTM E-1300-04. NON-IMPACT
� -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
� .INFILTRATION TEST PRESSURE AND GLASS TABLES �
DOOR CORE A$TM,E-1300-04. ,� r �
.- o
A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED N � � H
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 T
ANCHOR CALCULATIONS. � W o }
w i-- ¢ m
7 5�9" 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE �
HINGE(fYP.)' SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. m m o O
LL LL m
� 7.ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT � � O �
37 1/2 i USED AT ALL FRAME JOINTS. w w o � Q
B � B 23'_' o o u�7 a
g HINGE(7YP.) ¢ a w V
� 6 - a a o W
OVERALL � � < �
HEIGHT � w o U m a Z
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NIT 51�2" ���,,'P�1pREWrT����
HEIGHT s`�.`Gp-�;:��GENS�G•p�'A�
i ��:� No 58201 �
i LucasA. =*� w i*=
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DOOR 2015-04-27 ��' STATE OF .,��
CORE 20:51-04:00 'r�jO��'��OR��P'�����`
� i���,SeONA;�*;``��
z�
4/27/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
A ^ SNEET DESCRIPTION:
6 �'�
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS
�RAWNBY: DATE:
GENERAL NOTES 8 ELEVATIONS........1 ADE 09/08/08
CONFIGURATIONS................................2 OWGN: FEV:
SECTION VIEWS.....................................3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING
ANCIiORSCHEDULE�&NOTES.............5 37-1/4��X 81�� +/-40 PSF NONE CWS-176 E
sca�e: SHEET
INSTALLATION DETAILS........................6 �:15
1 OF 6
��r(�C4lU/UUl4•�
WIPlDOW SYSTEMS
)906 SW 44TN AVE.
OCALA,FLpRIDA 34474
27 3/4" W W W.CW S.CC
MAX Ut�iT WlDTN
7 000 ALUM.
��ss�o GUARDIAN IX?OR
• NON-iMPACT
— :.-::..—
� � o
�/ `�` ^ � ru'—
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Y p
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UNIT � k' o �
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i�'�'�S`�NA;�,i�'`�
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4/27l2015
2�„ l.UCAS A:TUANER,P.E.'
FL AE#58201
GLAS3 DLO 7239 JABARA AVE.
SH-3500(SEE SEPARATE APPROVAL) , NORTH PCIRT,FL 34288
, ALL GLAZlNG�SB TEMPEREQ MlN. PN.941-380-1574
SHfiET DESCRlPTtON:
DOOR
CQNFlC'aURATIqNS
D N 8Y; DATE:
ADE 09/08/08
OWGN: flEV.:
CWS-i76 E
scn�.�: SHEET
t:10 2C3Ffi
,
� 4
S�4
12 3/4"'MAX O.C.(fYP.) ������
, 6" MAX.(TYP.)� SEE NOTE 2 WIIdDOW SYSTEMS
6" MAX.(7YP.) 7900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
INSTALLATION
ANCHOR(TYP.) 'I OOO ALUM.
GUARDIAN DOOR
NON-IMPACT
��„
Max o.c. � ` o
�P'� N r "� r
INSTALL TWO#8 ANCHORS THRU o � o 0
STRIKE PLATE AND DEADBOLT STRIKE ^
PLATE INTO SUBSTRATE(TYP.) � w o y
INSTALL ONE tf8 ANCHOR THRU
w F- ¢ m
EACH HINGE INTO SUBSTRATE(7YP.) � ul
LL LL m �
v O O C/J
. F.
N N Q Z W
W W � � �
a a W �
>
U
w
- - > > ¢ o
w � U m Q z
ANCHORLAYOUT .
,`�t�►u�nferr�r
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��t No 58201 �'�7��
C'�Y: ,�, ;�F'
�-o: %aC
�9 t STATE OF ���
NOTES: �O: �<v.`
a
/����FS,�'�...R��p C?��`�,•
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. ��+�S�ONA��ti���`�
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.
4/27/2015
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 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 WITH PRESSURE TREATED FL PE#58201
WOOD MUST BE PROTECTED 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 STRENGTHS LESS THAN PH.947-380-1574
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 W IND LOADS TO THE ADE 09/08/OS
STRUCTURE.SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE7,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. owc r: aev
CWS-176 E
9.SEALING AND FLASHING STRA7EGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: sca�E: SHEET
FMA/AAMA 100(FIN WINDOWS),FMAJAAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMNWDMA 300(EXTERIOR DOORS) 1:20 5 OF 6
TYPICAL HEAD ANCHORAGE �/7�frim�•� /,,�/,{
�(StS� CG((// ��f�SJ
WINDOW SYSTEPIS Il�/I
MIN.EMBEDMENT MIN.EDGE DIST. 1900 SW 44TH AVE.
SEE TABLE 1 SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS INTERIOR www.cws.cc
SEE TABLE 1 � 1/4' MAX.SHIM
PERIMETERSEALANT HINGElSTRIKEPLATE HINGFJSTRIKEPLATE �OOOALUM.
BY INSTALLER S E TABLEDIST. MIN.EMBEDMENT MIN.EDGE DISTANCE GUARDIAN DOOR
INSTALLATION ANCHOR SEE TABLE 1 SEE TABLE 1
SEE TABLE 1 NON-IMPACT
SEALANT BEHIND
FLANGE BY INSTALLER 1/4' MAX.SHIM MIN.EMBEDMENT tO r o
, HINGE/STRIKE PLATE SCREW SEE TABLE 1 � � m F
SEE TABLE 1 0 � o 0
Y
LL w
, INTERIOR
INSTALLATION ANCHOR SUBSTRATE BY OTHERS W ~ ¢ m
SEE TABLE 1 SEE TABLE 1 � � � z
SEALANT BEHIND PERIMETER SEALANT m °LL° m O
FLANGE BY INSTALLER BY INSTALLER � � o �
o j
� W
/ B1 HORIZONTAL SECTION
INSTALLATION ANCHOR 6 TYPICAL JAMB ANCHORAGE o 0 0 °- �
SEE TABLE 1 SEAL OR SET IN w > o�
CONCRETE OR MASONRY a ¢ w U
PERIMETER SEALANT ° �
BY INSTALLER -� a = ¢ �
c � a MIN.EMBEDMENT
w 0 U m Q z
SUBSTRATE BY OTHERS SEE TABLE 1
SEE TABLE 1 ° ° `���+���•'���r«i��
a � `�� PNpREby r���
MIN.EDGE DIST. ^ �JGP5.�1G��SFG�y�';r
„�r. No 58201 �'A r
SEE TABLE 1 _*� w �*'
A VERTICALSECTION �.p: ;¢_
6 TYPICALSILLANCHORAGE :�'9�; 6FAT£ OF :��
:0�. �ki:
r�,�i�tCsR�aR10P':��•�,�+
����iS��N A��E p����
X�
4/27/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
TABLE 1:APPROVED INSTALLATION FASTENERS SHEET DEScaIPiION:
SUBSTRATETYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST.
CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON t° 1_t/a^ INSTALLATION DETAILS
CONCRETE(2.85 KSI MIN.) 3/16"ELCO UL7RACON 1' 1" oRnwN eY: opTe:
2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318' 1/2^ ADE 09/08/08
0.045°ALUM.(6063-T5 MIN.)OR #10 GqADE 5 SELF-TAPPING/ FULL THREAD
0.045'SiEEL(33 KSI MIN.) DRILLING SCfiEW 7HRU 0.045" ��zn DWG#: REV.:
HINGE AND STFiIKE PLATE ANCHORS NOTE:GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM CWS-176 E
2XMIN.SOUfHERN PINE(G=0.55) �8 WOOD SCREW 1-3/8" 7/8" ANCHORAGE AS SHOWN IN TABLE 1. sc^�E: SHEET
1.2 6 CiF 6
�� I
�
,�-rFlorir�a Building Code Online Yage I o��2
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F�ii��na(�m��CC( BCIS Home � Log In ; User Registratlon ; Hot TopiCs i Submit Surcharge � Stats&FactS : Pu6licatlons ; FBC Statf � BCI5 Site Map ; Links j�`Search ;
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��O��C�I���i x� � Product Approvat
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, �� Produc[Aooroval Menu>Product or Aootication Search>Pootication Lts[>Apptlotlon Detati
"r'. � �a,� , FL.# F�1250Q-R2
.�'-
Application Type Revision
Code Versian 2014
Applitation Status Appeoved
I
Comments
Archived p
Product Manufacturer Norandex Buiicting Materfais Distributian
Address/Phone/Email 300 Executive Parkway West
Suite 100
Hudson,OH 44236
(740)323-1787
i Chrtst3�e.Watson@norandex.com
Authorized Signature Chr(st(ne Watsan
Chrlstine.Watson@norandex.com �
Technical Representative Christine Watson
� AddressfPhoneJEmail 300 Executive Parkway West
Suite 100
Hudso�,ON 44235
(74Q}323-2787
Christine.W atson@nora ndex.com
Quatity Assurance Representative
Address/Phone/Email
Cakegory Panel Walls
Subcategary ' Sfdtng
Campliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Ftorida Profess3onal Enqlneer
� Evaivation Report-Hardcopy Received
Fiorida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Flartda License PE-54f66
Quatity Assurance Entity Architecturai Testing,Inc.
Quality Assurance Contrect Expiration Date 12/31/2015
Val3dated By John W.Knezav3ch,PE
G�'! Validation Checklist-Hardcppy Received
- Certificate of Independence FL12500 R2 C0I 20I5 01 CQi Nieminen.odf
Referenced Standard and Year(of Standard} Stand�rd Year
• ASTM D3679 2009
Equivalence of Product Standards
Certified By �I
i ,
5ections from the Code
https:ilwvvw:flor-zdabuilding.org/prlpr app dtl.aspx?param=wGEVXQwtI7qvG4Aty8UaHd... 713l2415
� '
�
� Florida Building Code Online Page 2 of 2 � ,
Product Approval Method Method 1 Option D
� Date Submitted 04/22/2015
Date Validated 04/23/2015
' Date Pending FBC Approval 04/24/2015
Date Approved 06/22/2015
Summar of Products
FL# Model,Number or Name Description
12500.1 Norandex Vinyl Sfding Systems Vinyl Siding Systems
�� Lim' se Installation Instructions
' Approved for use in HVH2:No FL12500 R2 II 2015 04�FINAI ER NORANDEX SIDING FL12500-
Approved for use outside HVH2:Yes R2.�df
Impact Resistant:N/A Verified By: Robert Niemfnen PE-59166
II Design Pressure:+N/A/-152 Created by Independent Third Party:Yes
Other: 1.)The DP noted in this appifcation Evaluation Reports
pertains to one particualr siding system. Refer to FL12500 R2 AE 2015 04 FINAL ER NORANDEX SIDING FL12500-
ER Appendix for all systems and design pressures. R2.odf
i 2.)Refer to ER Section 5 for Limits of Use. Created by Independent Third Party:Yes
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The Sta[e of Florida is an AAJEEO employer.Coovriaht 2007-2013 State of Florida.:;Privacv Statement::AccesslbillN Statement::Refund Statement
Under Fiorfda law,emall addresses are public records.If you do not want your e-mafl address released in response to a public-records request,do not send
electronic matl to this entity.Instead,conW ct the office by phone or by treditlonal mail.If you have any quesdons,piease contac[850.487.1395.•Pursuant to
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� Product ppproval Accepts: -
� � `��-. r�
sc•�urit:Nimuc�
I
I
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqvG4Aty8UaHd... 7/3/2015.
'S
�
FLORIDA WIND ZONE COMPLIANCE WORKSHEET,Height(h�<30 ft,GCpi=+0.18,Kd=1,Kzt=1 ,
FBC Section 1609 �
VINYL SIDING Wind Speed-V„�i(mph)3-second gust v
Desfgn o o li
Product Profile Max.Nail Nail Engage Pressure S10 120 130 140 150 160 170 180 190 200 X
a N
Spacing (psf) w
OK OK OK OK OK OK OK OK OK OK B
Interior
OK OK OK OK OK OK .,,, OK OK OK OK � 2one 4
American Classic D4,DSDL 16"o.c. Studs 152 OK OK OK OK OK OK OK OK OK OK D
OK OK OK OK OK OK OK OK OK OK B EndZone
OK OK OK OK OK OK OK OK OK OK C 5-
OK OK OK OK OK OK OK OK OK OK D
OK OK OK OK OK OK OK OK OK� OK B
Interior
OK OK OK OK OK OK OK OK OK OK C Zone4
American Classic D6 16"o.c. studs 111 OK OK OK OK OK OK OK OK OK OK D
- OK OK OK OK OK OK OK OK OK OK B End2one
OK OK OK OK OK OK OK OK OK OK [ 5
OK OK OK OK OK OK OK OK OK ;r';=�;i:i�NO�';,' ' D
OK OK OK OK OK OK OK OK OK OK g Interior
OK OK OK OK OK OK OK OK OK OK � Zone4
Cambridge OK OK OK OK OK OK OK OK OK !`.��'�:�';'NO':i:;�': D
Beaded � 6.5 Beaded 16"o.c. Studs 85
. OK �OK OK OK OK OK OK OK OK OK B EndZone
,
OK OK OK OK OK OK OK OK `NO'���'"` - NO'' -,: G 5
OK OK OK OK OK OK OK i:�NO''?'�;i:� : ;,:�NO' i�6 ` ":'NO:'r � D
OK •OK OK OK OK OK OK OK OK OK B �nterlor
:-.::.�-. ...:�:�:.. •�.:�r�::�.
OK OK OK OK OK OK OK :c!i!�eINO;�;;";;:; n::::,��:NOf !-�:�';=.��:�;NO��'`�; C Zone4
Fin(s Works OSB, �
...:_..: ....:...... ......_., ,,,�. ,.,.,... ... ...
h OK OK OK OK OK �i,',N.,O.;.�,,f.p.;;;:�;ij��NO:`��:'��:;;:'1�;N0.,�;.'.>i�!a,; ;iNO:.�i';":;;;,;;..'tNO�!;;f:�; D
,-.,r„ , �;y�
Sin le 6.25 16"o,c, PI wood 56 ''"4"' -
Board&8atten g y ' �
and/or5tuds OK OK OK OK OK OK OK OK �!'''NO;; ' : N0;!'i�;;' B EndZone
..:..:.:. ....... ..:
OK OK OK OK OK ' S
. ...:.. :��::i�
'
�,:�,.i:NO''y's=:':c'i:`.:'NO;="„�i y`:��.'':.iNO[:..:,.��:,.:;:;,NO�F ' 'NO:,�,.,';';. C
.,--:.-_.... _.._............... ...__.... :.....
OK OK OK OK -;,:NO`==;:�'';��NO�;�''!�;`ei�;;;'y�NQ;:;�:�.,i;::!!;;,: :;NO":;-;_;• ';!!�;NO.�; ;: ;.'NO`',.;:.,:,. D
OK OK OK OK OK OK OK OK OK aK B Interlor
OK OK OK OK OK OK OK OK Ok OK � Zone4
D4,DSDL 16"o.c. Studs 152 OK OK OK ' OK OK OK OK OK OK OK D
OK OK OK OK OK OK OK OK OK OK B EndZone
OK OK OK OK OK OK OK OK OK OK C 5
Generations or OK OK OK OK OK OK OK OK OK OK� D
Polar Wali Plusl OK OK OK OK OK OK OK OK OK OK B �nterior
OK OK OK OK OK OK OK OK OK OK � Zone4
D6 16"o.c. Studs 111 OK OK OK OK OK OK OK OK OK OK D
OK OK OK OK OK OK OK OK OK OK B . EndZone
OK OK OK OK OK OK OK OK OK OK C 5
OK OK OK OK OK OK OK OK OK "'�;':NO'��:�"� D
, OK OK OK OK OK OK OK OK OK OK B Interior
OK OK OK OK OK OK OK OK OK OK � Zone4
Great Barrier D5,DSDL 16"o.c. Studs 152 OK OK OK OK OK OK OK OK OK OK D
OK OK OK OK OK OK OK OK OK OK B EndZone
OK OK OK OK OK OK OK OK OK OK C 5
��T�,� OK OK OK OK OK OK OK OK OK OK . . D_
EXTERIOR RESEARCH DESIGN,LLC. Norandex-FL12500-R2
Certificate of Authorization#9503
04/21/2015
Robert Nieminen,PE-59166 Appendix 1,Page i of 2
� ., . �
EXTERIOR RESEARCH&DESIGN,LLC.
- � Certificate of Authorization JJ9503
TRINITY I 353 Christian Street
Ef�� Oxford,CT 06478
- PHONE:(203)262-9245
. FAX:(203)262-9243
EVALUATION REPORT
Norandex Building Materials�Distribution Evaluation Report C13820.04.09-1-R2
300 Executive Parkway West,Suite 100 FL12500-R2
Hudson,OH 44236 Date of Issuance:04/28/2009
, Revision 2:04/21/2015
SCOPE: '
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
- construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E.for
use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with
the 5`h Edition(2014)Florida Building Code sections noted herein.
DESCRIPTION: Norandex Vinyl Siding Systems •
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein and
the minimum provisions of FBC 1404.9.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E, if the product changes or the
referenced Quality Assurance documentation changes. Trinity�ERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
_ ADVERTISEMENT: The Evaluation Report.number preceded�-by-�the-words���"�Finity� � -ERD Evaluated" may be displayed in
, advertising literature. If any portion of the Evaluation Report is displayed,then it shafl be done in its entirety:
IrvsaecrioN: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 4, plus a 2-page Appendix.
Prepared by: `,,.��<<lu�u,.,,�—
���.,��.�j.�:�_ �o ,;
�����'.C�,.�ytGi45�j,��;�'./ .
p'�Q:l-�¢-5?�`s:g"''i
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- „ + ;C;
.: �Y.,w_
i�'•`•-�Si�n7= 4�.
•;�'r�C•S�,C�`�+'�^',ti The facstmlle seal appearing was authorized by Robert Nieminen,
RobertJ.�il1.Nieminen,P.E. , � ti•'k,
i�j��Q11a,i���•'. P.E.on 04/21/2015.Thfs does not serve as an elec[ronically s(gned
Florida Registrotion No.59166,Florida DCA ANE1983 C�-. + document.Slgned,sealed hardcopies have been transmfttedto the
Product Approval Administrztor and to[he named client
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research&Design,LLC.d/b/a Trinity � ERD does not have,nor does it intend to acquire or will it acquire,a financial interest
in any company manufacturing or distributing products it evaluates.
2. Exterior Research & Design, LLC. d/b/a Trinity � ERD is not owned, operated or controlled 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 manufacturing or distributing products for
which the evaluation reports are being issued. �
�4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity invoived in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity�ERD nor Ro6ert 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
specifically for that purpose.