HomeMy WebLinkAbout15-16329 CITY OF ZEPHYRHILLS
5335-8TH STREET ., �, .
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BUILDING PERMIT
� PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 16329 Address: 39554 VALDERRAMA LN LT 221
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of OlVork: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: RV PARK Lot(s):221 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: 6/05/2015 Name: NHC-FL115 LLC � �rl� 'ks)
Total Fees: 127.50 Address: 39554 VALDERRAMA LANE
Amount Paid: 127.50 ZEPHYRHILLS, FL. 33542
Date Paid: 6/05/2015 Phone: 813-783-7518
Work Desc: CARPORT & CONCRETE 130SQFT W/SHED 10' X 13'
CONTRACTOR S APPLICATION FEES
SUNSTATE ALUMIUMN INC BUILDING FEE 127.50
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Ins ections Re uired
FOOTER 2ND ROU H 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: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to any one of the following reasons: a)wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d)work not ready for
inspection when called e) permit not posted on job site� plans not at job site g) work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional 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 BEFO C.O.
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CONT CTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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�• Permlt No. Parcel ID No 02 � (��� ?j aT
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�� • NOTICE OF COMMENCEMENT �
� State of r�vrrP ti County of Q SC (�
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� THE UNDERSIGNED heretiy glves nat(ce that Improvement will be made to certain real property, nd In accordance with Chapter 713,Florida Statutes,
lhe foAowing Infortnation Is provided(n this Notice of Commencemenl; n
1 1 Deacriptlan o(Property: Percel Identification No. '� - oZ - /O O - O��l �
� SV28t Address: S P s� � ` j � L• �3�(�
3 2. Generai Desaip6on of Improvement G
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'' 3. Owner Infortnation or Lessee Infortnation If the Le see contraded for the improvement:
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E "� a � �Ss sl
Address Ciry State
Interest In PropeRy: W e
Name af Fee Slmpie Tltlehalder.
, (If diflerent from Owner listed above)
p Address � Gty State
� 4. Contrador.
�.P!5"�� ameFe�-�- jCe��. � ( (�33.�i�
Address �f/� p City State
CanNador's Telephone No.: ��3� / 6����S
5. Surety: i " ' i
� Name 1���, �
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Address City Stale I�m rt
� Amount of Bond: 5 Teleph ne No.: �N m m�,
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S; 6. Lender. I N �
Name �� p _;
� Address City State �g,..,
i Lenders Teiephone No.• 1 W�
7 Persons wlthin the Slate of Florlda designeted by the owner upon whom notices r other,dowme�s may be served as proNded by I�m� ,�
SecUOn 713.13(1)(a)(�,Florlda Statutes: i� �� .' �Q��� . � �
Name �� 1�
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Address Cit Stete i ° �
Telephone Numher of Deslgnaled Person: y �., � � `a " ? Q
8. In addition lo himself,the owner designates p{_ �-•- � `' ` �'�' � � �'�
to receive a wpy of the Llenars Notl as provided In Sedlon 713.13(1)(b),Florida Statutes. �'m Cm � � ~ ° �,�
Telephone Number of Person or Entity Designated by Owner. / m� a�g � � �y � ,�*'
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9. E Iratlon date of NoGce of Commencement the e IraUon date ma not be before Ih com letlon of construdion and flnai a o�r i
, � ( � Y P P yment Io the � �m a� ,i � �
conVador,but will be one year(rom the date o(recording unless a dHferent data is sped ed): i m w�' � �°�' �
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WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EX IRATION OF THE NOTICE OF COMMENCEMENT ' �M m
A\RE.:CDNSIDEREO-IMPROPER FAYMEt�[TS UNDER.�CHABTER713, PART1 S CT10N.713.l3, F40RIDA 3T'.ATLLTES,._AND.CAN I���
RESULT IN YOUR PAYfNG TWICE FOR IMPROVEMENTS TO YOUR PROP�R A NOTICE OF COMMENCENIENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. I YOU INTEND TO OBTAIN FINANCING,CANSULT IIa�� �
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR REC DING YOUR NOTICE OF COMMENCEMENT i(/�_. o ' �� Y
Wra.
Under penalry of perJury,I dedare that I have reed the foregoing no' of commenceme t and that the facfe steted therein ere We to the best I�a a �Z U � �
of my knowledge end belief. • 3 0 � �� C� W �
, STATE OF FLORIDA ` , �M� � O�O� � � �
• COUNTY OF PASCO
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813-780-0020 City of Zephyrhills Permit Applica4ion Fax-813-780-0021
Building Department
ID�te Receivedt Phone Contact for Permitting Q 1,3 a -- 3( {
Owner's R1ame y-�C. — I'L �� �" L< < ,OQU�� 1y�5�i OvHner Phone Mumber p �l — ���'��0 5
Oxuner's e4ddress �p� � G C �o ba c 1�-- a'�� S l�"f3� � 0 Owner F'hone Number
Scaffs < �
Eee Simple Titleholder Mame Owner Phone tdumber
Fee Simple Titleholder Address
JO�ADDRESS � SS Cc !�P/�C't � ��1,. Chi ��S • 3 3 �y i �OT# �a
SUBDINISIOR! GZ�� 1'G �4 K S PARCEL ID# o��(�-(o-�( —Q C7l�v - �d� d jj — �l� -�J l�
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED B NEW CONSTR B ADD/ALT �� SIGN [� 0 DEMOLISH
INSTALL REPAIR
�6tOPOSED USE Q SFR Q COMM � OTHER
�YPE OF CONSTRUCTIOfd Q BLOCK � FRAME � STEEL Q
DESCRIPTIOfd OF WORK l��r a[,�'� � Ga�C(`�"� '6 lQ}�I3 5
BUILDIMG 51ZE D�C 13 ShC� SQ FOOTAGE f 0 HEIGHT
QBUILDING $ VALUATION OF TOTAL CONSTRUCTION
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QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
OPLUMBING $ ` �2/��
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QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �Q�
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QGAS Q ROOFING Q SPECIALTY � OTHER _ �
FIfVISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
sU1LDER /��6� � ��� 1 COIWPANY (.(�,�$ '�t' L j'� L n(,�(,t.L
SIGfdATURE G��� v REGISTERED Y/ N FEE CURRE� Y/N
Address License# �K��o d
IEILECTRICIAM_ COMPANY
SIGRIATURE REGISTERED Y 1 N FEE CURRE� Y/N
a4ddress License#
PLUAABER COAAPAMX
SIGfdl1TURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
MECHANICAL - COMPANY
SIGMATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
OTHER COMPAMY
SeGfdATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
RESIDEMTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities 8 1 dumpster;Site VVork Permlt for subdivisionsAarge projects
COMIMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities 8 1 dumpster.Site Work Permit for all new projects.All commercfal requirements must meet compliance
SIGM PERAlIIT Attach(2)sets of Engineered Plans.
"""PROPERTY SUftVEY required for all NEW constructlon. �
Directions: - �
Fill out application completely.
Owner&Contractor sign back of application,nota�fzed
If over 52500,a Notice of Commencement Is required. (A!C upgrades over�7500)
°• Agent(for the contractor)orPowerof Attomey(for the owner)would be someone with notarized letter from owner authorizing same
Ol/ER THE COUMTER PERMITTIRlG (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades A!C Fences(Plot/Sunrey/Footage)
,._._,v._..�..............._.__..._.. _.._. , ..
�riveways-Not over Counte�°if on°public roadways..needs ROW �`�� ` � " "`- "'�"`°' �""""�°T�� -� --- -
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I�O'�IC� O[� DE�D ���'T�lC�"BI�P��:, The undersigned understands that this permit may be subject to"deed"restrictians�'
which may be more restrictive than County reguiafiions. The ur�dersigned assutnes responsibility for corrtpliance with any
applicable deed restrictions. � � �-. �� - "� " � ' . . . •
11�LIG��4�ED �UIdTRA�CTOR� ��4� CCi�#T�CY�}�t I����'{�N�it�1l��'0��: tf fihe o�vner has hired a cantractor or
contractors #o undertake work, they may b� requir�d to be'�licensed�in accardance.v�rith.state and lacal regulations. If fhe
contractor is not licensed as required by law, bath the avvner and cvntractor ii7ay be�cited"for a i�nisd�meanor violation
under sfate lawr. if#he owner or intended confractor are uncertain as to what licensing requirements may appiy far the
intended work, they are advised to contact the Pasco County �uilding Inspectiion Division—Licensing Section at 727-847-
8009. FurthermQre, if the ovuner has hirsci a cocttractor or contractors, he is adv9sed to have the contractor(s} sign
portions of the "contractar Block" of this application for vvhich they uvill be respansible. If yau, as 4he awner sign as the
contractor, that may be an indication that he is.not prop�rly licensed and is no# entitled to permikting privileges in Pasco
County. � . . � �- , . � . � , ,
79�R9�PO�i7'�YION lliN��CY/9JTILl'q"!�� V�V�AC'Y/�Rl�9 f�f��O�J�Cf� �E�G��/��Y FE��: T'he undersigned understands
that Transpor#ation Impac# �ees end i�ecourse Recovety�Fees may app}y to �he canstruction�of nevyr tiuildings, change of
use in existing buildings, or expansian of existing buildings, as specified in Pasco County Clydinance number 89-07 and
90-07, as am�nded. The undersigned alsa und�rstands, fhat such fees, as may be dtte, wifl be identified at the time of
' permitting. It is further understaod that Transpor4ation Impact Fees and Ftesource Recovery Fees must be paid prior to
receiving a "ce�#ificate of occupancy" ar f'sna! povuer relsase. !f the project does not involve a cartiftcate of occupancy or
� final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County tlVater/Sevver Impact
I fees are due, they rnust be paid prior�o permit issuance in accordance with applicable Pasca County ordinances.
CfJP1�TRt9CT1{}N �.I�R9 �.�liiir(Ch��Y��-�'��, �I�P����f�4ta��e�, ��.�r�n�n��ef}: �f vatuafion:of wrork is$2,500.OQ or mare, 1
certify that I, the applicant, have been provided with a capy of the "�lorida Constructian Lien Lavu—Homeowner's
� �'ratectian Guide° prepared by fhe Flor9da Departtn�nt of Agricultur.e and Consumer f�ffairs. Ef fhe app{icant is sameone
' ather than the"owner", I certify that I have obtained a copy of the ati'ove described document and promise in good faith to
deliver ik to the"owner"prior to commencement.
���tT'R�CTC}�',/�i�Pi�F�'s ��'���d�►�1�': 1 certify tha� a1! th� informatio�t in this application is.accurete and that al( vvork
will be done in compliance with all applicable laws regulating construction, zoning and land develapment. Application is
hereby r�tacfe ta obtain a permit ta do v�rark and installation as indicated. I cerEify 4hat no v�tork or instatlation has
commenced prior #o issuance of a permit and fh�t all vvork avill be performed to meet standards of all laws regulating
construction, County and City codes, zaning regulatians, and land develapment regulations in #he jurisdiction. I also
certify thaf 1 understand thaf 4he regulations of oth�r government agenci�s may apply to the infended wark, and fhat it is
rny responsibility ta identify whaf actians I must kake to be in cotmpliance. Such agencies include but are not limited to:
- Department af Environmental Protecfian-Gypress �ayheads, Wefland Areas and Enviranmentally Sensitive
L.ands, V1later/Wastewater Trea#ment.
- Sauthuvest Flarida 1lllater ti�anag�ment Dis#ricf-V�e11s, Cypress �ayheads, I�l�fland Areas, A1t��ing
Watercaurses.
- Army Corps of Engine�rs-Seav4ralls, C7ocics, Navigable Water�nrays.
- Department of Heaith & Rehabiiitative Servic�s/Erniranmenfal �OealtF► Unit-Weils, Wastewater Treafinent,
Septic 7'anks. ,
- US Envi�onrnental Protection Agencjr-Asbestos abatement.
- F'ederal Nviation Authority-fRunv�rays.
I understand that fhe fallauving restrictians apply fia the use of fill:
- Use of fill is not allovved in Fload Zone"V"unless expressly permitted.
- If the fill �aterial is fo be used in Flood �one "p", it is understood that a drainage plan addressing a
"compensating voiume" will be suhmitted at time of permitting wP�ieh is prepared by a professional engineer
licensed by the State of Florida.
- 1f the fill materiat is fa be used in Fiood Zone "A" in connec9ion with a permitted building using ster� v�ali
construction, I certify that fill will be used only to fill the area within the stem wall.
- If f31 mat�ria! is #o be used in any ar�a, ! certify that use of such fil) vvil! not adversely affect adjacent
prope�ties. If use of fill is found to adversely affect adjacent proper#ies, the owner may be cited for violating
the conditions o# the building permit issued under the akfached permit application, for Iots less than one (1)
acre which are eievated by fill, an engineered drainage plar� is required.
If I am the A6�I�N�" FOIR�'HIE C➢i�9'YV��, I promise in goad faith to inform the owner of#he permitting conditions set forth in
this afFicfavif prior to comrnencing cor�struction. 1 understand that a separa#e permit may be required far etectrical vuorlc,
i plumbing, signs, wells, pools, air conditioning, gas, or other installations noQ specifically included in the application. A
i permit issued sha!! be canstrued to be a license to proceed vuith the �nrork and nat as authori#y to violate, cancel, alter, or
i set aside any provisions of the technical codes, nor shall issuance of a permit prevenf the Builcfing �fficial from thereafter
requiring a correction of errors in plans, constructian or violations of any cades. IEvery permik issued shall become invalid
unless the work autharized by such permit is commenced uvithir� six months of permit issuance, or if uvork authorized by
the permit is suspended ar abandoned for a periad of six (6) monfhs after the time fhe work is commenced. An extension
may b� requested; ir� writing, from �he Building Ufiicial for a periad not to exceed ninety (90) days and wil! d�monstrate
justifiable cause for khe extension. If work ceases for ninety (9Q)consecutive days, fhe job is considered abandoned.
�AR�iN� 7'43 01{�1���: YOU�t ��i��l�(� Y� �����tD � ����CiE O� Ct3�G���1���(EPlY f�i�Y G�(E�Ul.T !�l �f:}t!�
�'�iYIPVf.� �1fVI�E �CDR G�iI�ROVI�f�I��IY� YCD 1(09.bl� I�I�C�fPf�i�'I�'Y. I��O11 V�B�f��lD TC) 0�7AIR1 fFIPI�I�CIRI�, CO��II�.�'
1�l1�H YC�U���NC���t OR��I�1�O�RR�Y(������ ��CO����1G Y�U� i��YtC�C1F COCi�6i�ENC��H�NT,
' FLORIDA JUR�T(F.S. 117.03)
t��l�l�F2 OF2 AG��1T �� ?C�iUl'RACTO� � �l��_
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Subscribe�d swom (or a rmed ,�e,jore me this Subscribed and worn to( r ir d)befor me this
�'Lz-t S by Y V l I✓yl �--Z2-i s by
Who istare personall�v known ta e or haslhave praduced Who Estare personativ knovun to me o haslhave prod ed
as Identlficatian. as identification.
� �.t/Y ! 4 ��� Notary Publlc �G U� Notary Public
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Commisslon PJo. r � 3��!� Commission No. � v� � C��t �
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Nam 4`k�! ry"�type , t Name af Notary ryped,printed or sta p@�iP" !'�4�:_ �VANCY J BROOKS
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(ao�)398-0153 F1orldallotaryService.com �•.',�oF;�;oa:° EXPIRES February 18,2018
(407)39$-0153 Flor'rdallotaryServtce.com
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractar/Homeowner: ��(�J � I 1��� ,� �i�l� I 1l�(� �
Date Received: � °— 2.2- `— l �
Site: �9 ��`� ���%2 f1 f7/�� L/l�,
Permit Type: �it1��O R [ . S� Nf.=D . �dIO�C.P�.� l�
Approved w/no comments. Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet sha t� kept with the permit and/or plans.
- � ��(
Kalvin witzer—P s Examiner Date Contractor and/or Homeowner
(Required when comments are present)
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Busines, �' W�.
P ofessi �f I�I ��i.T� A`�"�uSeRdu bt Approval
r �
�
��g��(ation
� , Product Aooroval Menu>Product or Aoolication Search>Aoolica[ion List>Application Detail \
n;��;w�ja]r i��- �_,,`"� FL# FL12231-R1
°"�:a:3?�f�S",��z.,�._�:.� Application Type Revision
Code Version 2010
Appllcation Status Approved
Comments
Archived ❑
Product Manufadurer Style Crest Inc.
Address/Phone/Email 600 Hagerty Drive
Fremont,OH 43420
(419)333-5832
Floyd.joh nson@stylecrest.net
Authorized Signature Floyd]ohnson
Floyd.Joh nson@srylecrest.net
Technical Representative Lewis Pope
Address/Phone/Emaii 600 Hagerty Drive
Fremont,OH 43420
(419)333-5835
lewis.pope@styl ecrest.net
Quality Assurance Representative Lewis Pope
Address/Phone/Email 600 Hagerty Dr
Fremont,OH 43420
lewis.pope@poly-foam.com
Category Panel Wails
Subcategory Siding
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
� Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who deveioped the Eric J.Tompos P.E.
Evaluation Report
Florida License PE-63511
Quality Assurance Entity Archi[ecGUral Testing,Inc.
Quality Assurance Contrad Expiration Date 12/31/2014
Validated By Kevin M.Finn,P.E.
0 Validation Checklist-Hardcopy Received
Certificate of Independence FL12231 RS COI E7T�OI.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D3679 2006
Equivaience of Product SWndards
Certified By Florida Licensed Professional Engineer or Archi[ect
FL12231 RS Epuiv EouivalenCe of Product Standards STC111111-8 Seal.odf
Sections from the Code
Product Approval Method Method 1 Option D '
http://www.fl oridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvzRNLeS q40 Vn... 8/8/2013
— Wali Wid�h I
B
SPF WOOD Fi2AM1NG gpF WOOD fRAMWG
16'OC (TYP.j t6' OC (IYP.)
— — 7/i6' SHEA7HING
._...............
— — _................
_ .
— •::::::::::::::°=::......- ...... PLYWOOD OR OSB)
----- ::::..:.................:..:.......
--_--- _—= 7/16" SHEATHING MOISTURE BMRIER
YV3I� I �P.19�� __--_--___-- .(PLYw00D OR 0.5B)
—__— MOISTURE BAl2RIER �INY1.SIQING
� ViNYI. SIDING
' FAS'fENERS
(SEE NOTE 5 &
CHAFtT ON PAGE 7}
B
sECnoN s-s
REVISIOMS '°°"` SME CREST, INC. "�`�
wo ev�r acrc a4 n
o'�"�" rnsaurt aw aaio
+e-mo�-u�o
ID.R.
VINYL SIDING �� 20F
�.� �Q �.
rec.aTK,�viw onares
� �a rttix c:/�e/a� raTw.aw atus
.i,qw�
(
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Installation Instructions: Attachment Details
Table 1:Allowable Pressures''Z
Allowable Pressure'�Z(ps�
Additional Product Typical 3 3
Product Name Names Profile Thickness Nails Staples
(in.)
16"oc 12"oc 8"oc 16"oc 8"oc
Carrington Arlington Collection D4,DLS,D6 0.048 82 — 188 60 117
Collection or Hampton Ridge
49 psf,12"oc into OSB �
DuraSpan D5 sheathing � -
(vertical Premium 0.040
application) T4 37 psf, 12"oc into OSB ___ ___
sheathing
D4,DL4 120 -- 170 78 —
Alpine Ridge or
Fairfield Ridgeview 0.044
D5,DL5 59 --- 122 59 --
Fai�eld Select Lexington Series Beaded 6.5 0.044 74 --� -- — --
Beaded Siding
Fairtield Select Lexington Series Board and
Board and Board and Batten Batten 0.048 50 -- — 45 —
Batten
Spiegel Grove or D4,DL4, __
Harbour Crest Addison Heights or DL4.5,DL5, 0.040 74 — 174 165°
Spring Creek T3.33
InsulSide Four Seasons or D4,DL4.5 0.044 -- 71 — — —
ComfortClad
InsulSide FourSeasons or D6 0.048 80 -- 163 65 133
ComfortClad
D4 120 -- 170 78 --
Bristol Bay or
Oak Harbor Maplewood DL4.5,D5, 0.042 59 – �22 59 --
DL5
Timbermill Log Rustic Rldge Log Cabin 0.042 100 — -- — --
Cabin Panel Cabin Board(S6.5)
D4 100 — -- — —
Timbermill -- 0.042
S7 72 — 132 -- --
Timbermill 57 psf, 10"oc into OSB
(vertical -- D5 0.042 sheathing
application)
I
'Allowable pressure determined in accordance with ASTM D3679-06a. Accordingly,allowable test pressures were calculated using the foliowing II
equation:pP =p��0.36 x 1.5�.Where P,is the average static test pressure.
2 Allowable pressure applies to the siding only.The strength of the structural sheathing,framing,and the withdrawal strength of the specified connectors
in the sVuctural framing must be designed in accordance with accepted engineering practice by a registered design professional.
3 Refer to Section 5.4 for fastener requirements and referenced test reports for additional details of installation.
°Double Stapled at 16"oc has a Design Pressure,DP,of 165 psf.
1. The product illustrated satisfies the requirements for the 2010 Florida Building Code NOT including HVHZ.
2. The installation drawings depicted are in accordance with the Florida Building Code and the manufacture's� ,
installation requirements. I
3. The products must be installed over a minimum 7/16" wood structural panel sheathing (Plywood or OSB) with an
approved weather resistive barrier placed under the siding
4. Flashing must be installed as necessary at all openings, penetrations or abutments of dissimilar materials as
required by the Building Code.
5. Wood framing installations are assumed to be 2X S-P-F (G= 0.42) or denser. For installation into wood framing use
1-1/2" long 11 Gauge roofing nails or 7/16" X 1-1/2" long X 16 gauge staples �
6. The fastener must be able to penetrate not less that 3/ inch into the framing or furring. A 1/16 to 1/32-inch space
shall be between the fastener head (nail or staple) and the face of the vinyl nailing hem, so as not to restrict
movement due to expansion and contraction.
7. Corrosive resistant fasteners shall be used.
• •�,
Florida Building.Code Online Page 1 of 3
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Busines�(� . -��
Professiona I �^�'�� USER:PubltAppr oval ��
��
Regul�tion
Product Aooroval Menu>Produc[or Aoolication Search>Aoolicatfon List>Application Uetail
s .��
;� • �a��sd� FL# FL239-R20
. �����y�
Application Type Revision
Code Version 2010 •
Application Status Approved
'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments .
IArchived " I-,I
�
_ Product Manufacturer PGT Industries
�
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext22318
d ru a rk@ pg ti nd u stri es.com
�I ,
Authorized Signature Jens Rosowskf .:_
jrosowski@pgtindusMes.com .,;�
e�
' Technical Representative )ens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
, (941)486-0100 Ext21140
j rosowski @ pgti n d u stri es.co m
Quality Assurance Representative
Address/Phone/Email
Category Windows
II Subcategory " Single Hung
-
Compliance Method Certification Mark or Listing
_ Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
. .
Referenced Standard and Year(of Standard) Standard Year
-
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By '
-
I
I
I
� Product Approval Method Method 1 Option A
r
Date Submitted 11/27/2013 �
Date Validated 12/02/2013 -
Date Pendfng FBC Approval
� - Date Approved ' 12/09/2013
https://www.floridabuildin�.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 BuBCAEm... 9/9/2014
r
� e
_GENERAL NOTES:SERIES 200 NON-IMPACT SINGLE HUNG WINDOW
1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REqUIREMENTS OF 7HE FLORIDA
BUILDING CODE,INCLUOINO THE HIOH VELOCITY HURRICANE ZONE(HVHZ). 53-1/8"'TIP-TO-TIP WIOTH —
2J SHUTTERS ARE REQUIRED WHEN USEp IN WIND-BORNE DEBRIS REGION3. 52-1/8'BUCK WIDTH 62-1/B'BUCK WIDTH �
, 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY'APPROVED MASONRY NO ANCHORS qg.��g• 49-1/B'
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE REQUIREO IN � VISIBLE LIGHT VISIBLE LIOHT
MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES b&8,SHEEf 4 8 6. FLANGE y B 8'MAX.
FRAME HEAD 3��`'��• � -��
4)MASONRY ANCHOR3 MAY BE USED INTO WOOD AS PER TABLE 9,SHEET4.ALL WOOD BUCKS LESS THAN A1
1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNR IS INSTALLED f' �
- DIRECTLY 70 SUBSTRATE.WO00 BUCK9�EPICTED AS 2X ARE 1-112'THICK OR GREATER.1X AND 2X 9UCK5 g•ry�qx,FROM � T 35-1/2"
(WHEN USEO)SHALL BE DESIONED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE,WOO�BUCK DESION CENTER OF - � � VISIBLE �_ .__,_ 36-1@"
AND INSTALLA710N IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHI7ECT OF RECOR�. y�• LIGHT
MEETINO / VISIBLE
RAIL MAX.O.C. 78� / lIOHT
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSINQ OR STUCCO.USE ANCHORS TIP-TO 8'MAX.O.C.
OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 8 e,SHEET 4 8 6.NARROW JOINT SEAL4NT IS USED ON ALL TIP �
FOUR CORNERS OF THE FRAME.INSTAILATION ANCHORS SHOUL�BE SEALED.OVERALLSEILLINO/FLASHINO ----- - ��,HEIGHT
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE A 9UCK Cf
OFTHESEINSTRUCTIONS. _ / — � HEIGHT — t ��•
� 8'MAX.FROM / � � J BUCK
�)SHIMS ARE REQUIRED AT EACH ANCHOR LOCA7ION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF FIEIGHT
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRINO APPL�ED LOA�S.WOOD BUCKS,BY OTHER8,MUST BE MEETINO /
SUFFICIENTLYANCHORED TO RESIST LOADS IMPOSED ON 7HEM BYTHE WINDOW. RiUL � y3• /
MA)(.O.C. I
7)DESIGN PRESSURES: 1
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAI.TES7 PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM
E1300. I
�.POSITIVE DESION LOA03 BASED ON WATER TE9T PRESSURE,3TRUC7URALTEST PRESSURE,FRAME 9� ��--�a NO ANCHORS RE�UIRED —��
ANALYSIS ANO OLASS PERASTM E7300. MAX. 3'MAX.
IN FLANaE FRAME SILL — — 8'MAX.O.C.
8)THE ANCHORAOE METHODS SHOWN HAVE BEEN DESIGNE�TO RESISTTHE WINDLOADS CARRESPONDWO TO
THEREQUIREDDESIGNPRESSURE.THE331/3'hSTRES5INCREASEHASNOTBEENUSEDINTFiEDESIGNOF TYP. FLANGE FRAM�ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION
THIS PRODUC7.THE 1.8 LOAO DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO W000.
qNCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS (TESTED UNIT) (TESTED UN IT)
OF THE FLORIDA BUILDINO CODE FOR CORROSION RESISTANCE.
9)REFERENCES:TEST REPORTS FfL-847B;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSVAFSPA NDS-2005
FOR WOOD CONSTRUCTION AND ADM-200fi ALUMINUM DE310N MANUAL.
10)7HE 200 SERIES SINGLE HUNG WINOOW WAS FORMERLY KNOWN AS THE 4000 SERIES(FLANGB FRAME)OR DUIDE TO SHEETS:
400'I SERIES(FIN FFiAME).
GENERAL NOTES......................1
ELEVATIONS..........................._...1 �
DESIGN PRESSURE RATING IMPACT RATINO DESIGN PRESSURES...... .2 8 3
VARIES, NOT RATEO FOR INSTALLATION,FLANOE......_.....4 ,
WINDOW SHAPES AND SASH CONFIGUFtATIONS AS SHOWN BELOW OR SIMILAR,MAY BE USED HY INSCRIBING THE SEE SHEETS 2 8 3 IMPACT RESISTANCE INSTALLATION,IN7EORAL FIN...6
ANCHOR�UANTITIES................8
SHAPE IN A BIOCK AND OBTAININO OESION PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 8 3. OLAZING DETAILS..........._........7
CORNER ASSEMBLY....__..,......7
' EXTRUSION PROFILEB......... ....8
{-►- WIOTH -^I E�-- WIDTH -+� PARTS LIST................................8
-- �----- ----
rROOUCrzcsv�seo
�/ � �/ �/ a+camplyl�wiW�tro FIat1Aa
��4 I I I I 1 I�� �uliding Codo
�� �, M� /i� Revfaad By: �ale: Rovlafon: A«epienceNo )" ��3
\♦ O�� ,.. ...,�(�. i� 8xpirot�9nDale �(o
HEIGHT HEIGHT ` �`�`,•���ENSF '•:'Q*; JJ 10/10/11 2010 FBC NOTE B �
� �: Rovf��d : Dofe; Y
5g705 �' Ravblon: JVilom Dude Pioducl ConU
��C.: No.
/ / / / oI � �w` � Daaadptlon: Orown Hy:
/ / / / %�0,'••��¢oF��,;'tv- GENERAL NOTES&ELEVATION J ROSOWSKI' I
'� •• s�at =�
eoue�ute PROVIEW/OPIEL ARCHTqPPROVIOW/ONIOL MUIUBTOPE�WILLRE '�O�'•., F����aP.•'��j�� 1070 TECHNOLDCY DRNE ntbi OoH:
�%cSS10NA���` N.VENICE, r�a4s�s SINGLE HUNG WINDOW INSTALLATION 05/11/11 '
i P.O. BOX 1529 �
��li��������\� NOKOAIIS, FL 34274 SMae/Alodal: Scale: Shut: Drowlnp No. Rew
ALYNNMILLER,P.E CFRT. OF AUTH. �2829G SH-200 NTS 1 OF 8 MD-SH2O0-01 A
P.E.q fiB706
, i
INSTALLATION DET,4IL.S FOR FIN FRAMES EOGE
EDGE DISTANCE EDOE DISTANCE — .
TYP ANCHORTYPE,EMBEDMENTAND 1/4'MAXSHIM EOGE
EDOE�ISTANCE PER SUBSTRATE,SEE DIST/VJCE � Ir— �/4'MAX SHIM � � DISTANCE
TABLE B,THIS SHEET I TYP.ANCHOR TYPE, .
EMBEDMENTAND EDGE 2X WOOD,SEE
2X WOOD,SEE NOTE 2,THIS SHEET 2X WOOD, OISTANCE PER SUBSTRATE, NOTE 2,7HIS
INSTALLATION — EMBEDMENT — SEE NOTE 2, SEE TA6LE 8,THIS SHEET SHEET
OPTION 5 �� EMBEOMENT � THIS SHEET HORIZONTAL SECTION C-C
CURVED HEADER — 2X WOOD, � '
INSTAILATION DISTANCE DISTANCE SEE NOTE 2, 8
ANCHOR(SCREW) � � THIS SHEET 26 41 27
THROUGHTHEFIN } EDGE EDOE I �Z 81 �� EMOEDMENT
DIST� � DISTANCE � --—-- -- _� _
� EMBEDMEN"f
� �1/4'MAX SHIM� 1/4'MAX SHIM�
8 TYP.ANCHORTYPE, 38
EMBEDMENT AND TYP.ANCHOR TYPE,
7.A65' EDGE DISTANCE II 4 EMBEDMENTAND EDOE — 44 INSTALLATION
�� PERSUBSTRATE, -- -- _--
i SEE TABLE 8,THIS oisTr�ce PeR suesTr�n�, �NSTALLATION • OPTION 8
SHEET � SEE TABLE 6,THIS SHEET. 84
INSTALLATION OPTION 5 gZ INSTALIATIONANCHOR
VISIBLE 38 OPTION E INSTALLATION qg EXTERIOR MAIL)THROUGH THE FIN 'I
LIGHT
HEIGHT 81 30 STRAIGHTHEADER ANCHOR(SCRE1^n — VISIBLELIGHTWIDTH � '
� I INSTALLATIONANCHOR THROUGHTHEFIN
z 29 (3CREWJTHROUGHTHEFIN � BUCKWIDTH EGRESSFORMULAS �
�EQUAL-LITE)
MULLION SECTION WIDTH:BUCKWIDTH-3•
41 __— HEI�HT:9UCKHEIGHT/2-5-13/18'
DADE APPqOVED MULLION,MAY BE
EXTERIOR � INSTALLATION VER7ICALORHORIZONTALMAX. � ��� VISIBLELIGHTFORMULAS
1/4'SHIM.SEE SUBSTRATE
2'�5i� a USE EITHER OPTION 7 PROPERTIES,TABLE B,THIS SHEET. (EQUAL-LITE)
BUCK LATCH(#28)OR INSTALLATION WIDTH(9ASH):9UCK WIDTH-4-1I18•
�HEIGHT 32 BOTTOM LOCK ANCHOR(SCRE4V)
1/4'MAX.SHIM WIDTH(FIXED);BUCK WIDTH•3'
(q11).TESTED THROUGHTHEFIN EXTERIOR 8 HEIOHT(BUCKHEIOHT-B-1/1B`)/2
35 � UNIT LOCATION: WITH FIN
i � 8-5/B'FROM
VEN7 END. #10 9TEEL REMOVED
I 64 SELF-DRILLING ---' TABLE 8:
VISIBLE I � SMS(GS)
LtctiT Anchor Substrate Min.Edge Mln.
HEIGHT �I I 34 Dlstanee Embedment
II �/,/ 2-1/2"x 113"8ox Nall P T.Southern Pine(SG=.65) 1/2" 2-7116"
� I �� EXTERIOR �J 2-112"x.131"Cammon Nall P.T.Southem Pine(So=.55) 9/1B" 2-7116"
2-1/2"x.145"Roofing Nall P T Southam Plne(S(3=.55) 8/18" z-me"
43 P 7.Southem Plne(SO=.55) 314" 1-3IB"
2.264' ALUMINUMfSTEEL FRAMING OR STEEL AIUrt�l�uttt,6083-T5 min. 31B" 1/8"
31 20 STUD.SEE SUBSTRATE PROPERTIES, #10 SIBCI SMS SCfOW(G�
TABLE 8,THIS sHee7. Steel Slud,Gr.33 min. 3l8" 0.038
6 NO7ES� A385leel 3/8" 1/8" rnoDUCrnev�seo
1)USE ONLY SUBSTRATE
IMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. ns complyirig with tM ilorldu
� 1/A'MAX SHIM 11 I 1 I I M� � l3uilding Codo 3. Z
APPROPRIATE ANCHORS LISTED �� �YNN i Revle�d B. Dote: Aocepinnm No '
ON TA9LE 0 OF THI9 SHEET. � Ny , . M/ �� �" R�vlalon:
� Q „ . ... ( i Hx Iru114n IMto - 0/(0
TYP.ANCHORTYPE, FOLLOWEMBEDMENTANDEOGE � '��,•'��CENSe ''(F�Q � JJ 10/10/11 NOCHANGE
EMBEDMENTANDEDOE EDOE DISTANCELIMITS.ANY � �;' 9y
DISTANCE PER SUBSTRATE, DISTANCE INSTALLA710N OPTION SHOWN — '•7E�� Rads�d 8y: Data Revlelan: Miami ede Producl Con
�*:� No.58705 •
SEE TABLE 8,THIS SHEE7. 0 MAY BE USED ON ANY SIDE OF 7HE _ : � _
EOGE WINDOW. ; *
OISTANCE — • a. ��� � D�vcAptlon: Oraxn By:
INSTALLATION 2)4XWOODFRAMINaORBUCK, �.�°p'•., c�r�ti :'cu; FIN FRAME INSTALLATION DETAILS J ROSOWSKI
OPTION 8 EMBEDMENT � 1•112'THICKORGREATER. �1��� �ATEOF G�� �070 TECHNOLDGY ORNE Title�
INSTALLATION/1NCHOR �' ., CORIOP;.•' �\` N.VENICE, FL 34275 Uate:
(NAIL)THROUGHTHEFIN 2XWOOD,SEENOTE2,THISSHEET (ALSOREFERREDTOASDAYLIGHT ��SS�OI�IfA' L�?�� P.O. BOX 1528 SINGLE HUNG WINDOW INSTALLATION 05/11/11
OPENINa)13 MEASURED.FROM A LYNN MILLER,P,E NOKOAl1S, FL J4274 Seifea/Alodal: Scole: Sheet: �rowln0 No• Rev:
VERTICAL SECTION D-D BEADINGTOBE4DING. p,E.d6B705 CERT. OF AUTH. (f29290 SH-200 NTS 5 OF 8 MD-SH2O0-01 A
7ABLE 1: TABLE 2: ,
z Monollthlc Glasa T es �mooucri�viseo
Meximum Design Pressure(Ibs/ft)for Glass Type A, Fin&Flange Frame Yp' iu wmplyi�with IhoPlorida
Wlndow Sash Helght� A 1/8"Annealed Du11JIiigCode
Helght� �see Flgure A,this aheel) Maximum Wlndow Wldth� B 1!8"Tem arad AcwplenwNo �-�0� �2
. P H irv�iunDato Of(a
�8-1/B" 28-1�2" 33" 37" 41" 45" 49" 53-1/8" C 3/'IB"Annealed
23" 11-9/�8"(Equel Llte) +55.0 -90.0 +55.01 -90.0 +�5.0 -90.0 +55.0� -90.0 +55.01 -90.0 +55.0� -90.0 +55.0 -80.0 +55.0� -80.0 D 3/16"Tempered Mlom' adeProJualConb
under 1B-�l16" +55.0� -D0,0 +55.0 -00.0 +55.0 •75.2 +55.0 -65.5 +65.0 -57.3 +50.2 -502 +44.8, -44.8 +39.9 �9.9 E ilA"Annealed
37" �6-9/18"(Equal Lite) +55.0 -90.0 +55.0� -80.0 +55.0 -84.2 +55.0� -74.5 +55.0 -68.5 +55.0� -81.0 +55.0� -67.7 +65.0 -65,0 F 1/4"Tempered
o�er 18-8116" +55.0' -90.0 +55.0' -80.0 +55.0� -75.2 +55.0 i -85.5 +55.0� -57.3 +50.2� -50.2 +q4.g' -q4,8 +39.9� -39.9 r,
under 15-7l8" +55.0 -90.0 +55.0 -87,1 +55.0 -73.4 +55.0 •-53.8 +55.0 -58.8 +50.0 -50.0 +44.8 -44.8 +40.01 -40.0 � � a¢
TABLE 3:
15-7/8"thru 19�H 6"� +65.0, -90.0 +55.0, -90.0 +55.0, -78.7 +55.0 -68.D +55.0, -58.5 +51.1, -51.1 +45.9, -45.8 +4a.3 -41.3 �j ` Y.
38-3/8�� Insulated GlassT es 0
19-1/4"(Equal Llte) +55.0 -90.0 +g5.0� -90.0 +55.0� -82.7 +55.0 -728 +55.0 -83.5 +55.0+ -57.8 +54.2� -54.2 +51.6� -51.5 YP � d p Q�
owr 18-1/4" +55.0� -80.0 +55.0 -87 1 +55.0 -73.4 +55.0' -83.B +55.0' -58.8 +90.0' -50.0 +44.8 -44.8 +40.0� -40.0 6 118"Anneeled,1/4"Alrepace,1/8"Annealed �;� � z o
under 19-9l16" +55.0� -81.5 +55.0 -72.3 +55.0 -81.3 +55.0� -55.3 +50.5 -50.5 +45.8 �5.8 +420 -42.0 +38.7 -38.7 H 3/i6"Annealed,3/18"Airepace,'1/9"Annealed � � g O ��
�5„ 19-9118"thru 22-518"� +66.0� -80.0 +55.0� -87.9 +65.0� -74.0 +55.0 �4.3 +55.0� -58.9 +50.1� -50.1 +4q.g I -44.8 +40.0 -40.0 � 1/8"Tempered,1/4"Alrspace,1/8"Tempered ~ E d
22-9/18"(Equel Lite) +55.0 -90.0 +55.0, -80.0 +55.0 -78.8 +55.0 -88.1 +55.0 -5B.5 +51.1, -51.1 +46.0, -48.0 +41.4 �1.4 J 3/18"Tempered,3H8"Alrspace,1/8"Temparsd W � ��
o�er22-9118" +35.0 -81.5 +55.0 -72.3 +65.0� -61.3 +55.0� -55.3 +50.5 -50.5 +45.8� -45.8 +420 �2.0 +38.7 -38.7 � � �
under 20-1/8" +55.0 f -71.8 +55.0� -62.8 +55.0� -55.4 +50.3� -50.3 +45.9' -45.9 +41.7� -41.7 +38.9� -38.9 +38.2� -38.2 Q Z LL
49„ 20-1/8"thru 24-1/2"� +55.0 -90.0 +55.0 -82.5 +55.0 I �8.b +55.0 -81.8 +56.0 -55.4 +48.3 I -49.3 +qq,8 I �4.8 +40.0 -40.0 FIGURE A SnsH C� � L O
24-0/16"(Equal Llle) +55.0, -90.0 +55.0, -80.0 +55.0 -78.4 +55.0 �86.5 +55.0 -57.8 +50.4 -50.4 +45.0 -45.0 +40.1, -40.1 CROSS sec7loN .�� � ¢ O �
(WITH MONOLITHIC �
o�ar24•Bl18" +55.0� -71.8 +55.0 -&2.8 +55.D -55.4 +30.3 50.3 +46.8� -46.9 +41.7 �1.7 '+38.8 -38.9 +38.2� -36.2 G�.aSS) �z . 2 Z ��--
under 20-13/18" +55.0 -87.8 +55.0 -59.9 +53.3 -53.3 +48.5 -48.5 +qq.1 -44.1 +40.2 -d0.2 +37.8 -37.8 +3q.8 -34,g � -�Z
20-13118"lhru 24-11H6"� +55.0 -88.8 +55.0� -80.3 +55.0 �7 7 +55.0� -60.8 +54.2� -54.2 +49.0 j -0B.0 +44.2� -44.2 +q0.0 �-00.0 � � � '�
50-5/8" � (�
24-3/4"(Equal Llte) +55.0� -80.0 +65.0� -80.0 +55.0 -75.4 +55.0 -85.7 +55.0 -57 4 +50.3! -50.3 +44.9 -44.9 +38.9 -39.8 � W Z
o�,er243l4" +55.0 -87.0 +55.0 -59.9 +�,3 -53.3 +48.6 �18.5 *44.1• -44.1 +40.2 -40.2 +37.6 -37.8 +3q,8 -34.8 � I � � � �-. = O
under24•15/18" +56.0 -58.0 +43.8 �3.8 +41.9 �1.9 +39.1 -39.1 +38.D� -38.0 +32.8 -32.8 +30.0 -30.0 +27.6 -27.8 I� � w �N
24-15/16"thru 30-5/B", +55.0� -75.0 +56.0� -88.0 +65.0 j -57 4 +51.8� -5�.9 +47 4� -47 4 +43.2� �13.2 +39.8� -39.9 +97.3 -37.3 y�SIBLE L16HT II HEIGHT � "�'� � g W u Z ��
8t 36-9/�B"(Equfll Llte) +55.0 -87.8 +55.0) -75.8 +55.0 I -68,8 +55.0 I -58.7 +53.5 I -53.6 +4g,7� -48.7 +q3.9 I -�3.9 +39.9 -38.9 HEicHT I
� � � 8� ti�
o�er 3a9116" +55.0 -87.8 +65,0 •59.9 +53.3, -53.3 +48.5, -08.5 +44.1, �4.1 +40.2 -40.2 +37.6 -37.6 +34.8� -34.8 snsH HEIaHT-3-9/te' ��
under 25-3/4" +54,7 .5q,7 +41.2 -41.2 +40.3� �40.3 +37.8 -37.8 +34.8 -34.8 +31.3� -31.3 +28.8� -28.9 +26.5 -28.5 �I e
� �
63" z5-3/4"thtu 31-518"3 +55.0 -72.0 +b5.0' �83.2 +55.0' -55.7 +50.5 -50.5 +q8.1 -48.1 +41.9 -41.9 +39.0 -39.0 +38.3' -38.3 � N�N �
31-9/16"(Equal Lite) +55.0 -83.9 +55.0 -71.7 +55.0 j �4.8 +55.0 j -58.2 +52.4� �2.4 +47.9� -47.8 +43.3 -03.3 +38.7 -39.7 � ��''^� "`
o�er31-8/16" +55.0'� -87.8 +55.0 -59.8 +53.3 -53.3 +q8.51 -08.5 +44.1� -44.1 +4D.2! -40.2 +37.8 -37.8 t34,0� -34.B ���� �
� •
under 29-314" +53.3 -53.3 +30.7 -38.7 +38.1, -38.1 +38.7 -38.7 +33.4, -33.4 +30.3 -30.3 +p8.0,.-28.0 +25.8 -25.8 I� �� 3 w
00 0
73" 29-3/4"lhtu 36-5/8"� +55.0 -81.0 +52.0 -62.0 +48.2� -08.2 +4q.0 -44.0 +40.1� �0.1 +37.0� 37.0 +34.1� 34.1 +31.4 •31.4 �=a z �
38-9/�8"(Equal Llta) +55.0 -68.3 +55.0 I -58.3 +52.1� -52.1 +51.5� -51.5 +47.0� -47.0 +42,7 f �2,7 +39.8 I -39.8 +37.0� -37.0 ° �
o�r36•9/16" +55.0 -87.8 +55.0 -58.3 +52.1 -52.1 +48.5 -48.5 +44.�J -q4,1 +qp.p .dp,p +37.61 -37.6 +3q.8 -34.8
under3l•3/4" +53.3 -53.3 +39.7 -38.7 +38,1 -38.1 +38.7 -38.7 +33.4 �3.4 +30.3 -30.3 +28.0 -28.0 +25.8 -25.8 `��������a����i���
78" 31-3/4"thru 39„� +55.0 -58.3 +48.0� -48.0 +45.2, -45.2 +41.2� -41.2 +37.9 �7.9 +3q.8� -34.8 +31.7 -3�.7 +29.6 -29.5 - ���\ i� ,,,.....�N/��,
39-1/18"(Equel Llte) +55.0' -82.5 +50.8 -50.8 +48.3 -08.3 +45.2' -45.2 #44,2' -44.2 +q0.3� �0.3 +37.7 37.7 +34.9� -34,9 N�L `v�.• - �'•���% w
� 1)USE THIS TABLE FOR ALL WINDOW3 THAT ARE OLAZED WITH 1/8' � �n O O O'.�'a,t
Tip-lo-llp olmenslons for flange windows shown.For ftn wlndows or buck dlmenslone,eubtract 1" ANNeALED GLASS(TVaE A). �r�u F - ����w
T O�,erall sash helght.For clear dayllght helght,subtrect 3-8/16". ' _ ;Z ,�r, �1'� p Q °:Z-2�
'Size range Includes the stenderd Pro-Vlew(3-otier-2 conbguratlon)for the gi�en Window Height. z)FoR slzES NoT sHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH �J�,U� Z �N 4,�(n-2 L
OR HEIGHT DIMENSION SHOWN ON THE TABLE, - J � c
For otarell sash wldlh,subtract 2-15/i6"from Ihe buck dfinenalon. '�y�•., a .:•'4��: �
ti • . . • �`
% �lN��. ..p�p`�
�''��iii.iii��``��.
r .�lorida Building'Cod� pnline � Page 1 of 2
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Produc[Aooroval Menu>Product or Aoolication Search>Aoolication Lis[>Application Detail
L�'"r.^»-s'<.:i�,�a
��z���,H����':,,�,r� FL# FL161-R4
k�.���4�� .-� Application Type Revislon
fs�•�^ _._..��?'`
, �'��'i`�.��'n�"„-,r'� Code Version 2010
� �'��`��"`"��"' Appllcation Status Approved
Comments
Archived
Product Manufacturer Custo�n Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922 Ext207
mlafevre@cws.cc
Authorized Signature Michael LaFevre
mlafevre@cws.cc
Technical Representative Brian Tenace
Address/Phone/Emafl 1900 SW 44th Ave.
Ocala, FL 34474
(352)368-6922 Ext 291
btenace@cws.cc
Quality Assurance Representative Jeff Thompson
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 221
jthompson@cws.cc
Category Exterior poors
Subcategory � Swingfng Exterior poor Assemblles
Compliance Method Evaluatfon Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
� �^ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who Lucas A.Turner
developed the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 03/O1/2014
Validated By Steven M. Urich, PE
�= Validation Checklist- Hardcopy Received
Certificate of Independence FL161 R4 COI EvalReo CWS-176C(Guardian Doorl.odf,
- Referenced Standard and Year(of Standard) Standard � Year
AAMA/101/I.S.2-97 1997
ASTM E 1300-04 ' 2004
Equivalence of Product Standards
httn://floridabuildin�.or�/nr/nr ano dtl.asnx?naram=wC'�EVXnwtDawf4n�AXhl045csM('T._. 4/5/2012
PRIME DOOR ELEVATION (NON-IMPACT) ALUMINUMNON-IMPACTRE�UIREMENT:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE,CURRENT
EDITION.
37.250
OVERALL WIDTH 2.GLAZING OPTIONS:(SEE SHEET 3)
36" 3.CONFIGUR4TIONS: OUTSWING,LEFT OR RIGHT HINGED.
FRAME OPENING
35" 4.ANCHORAGE.THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 6-7 FOR
DOOR CORE ANCHOR DETAIL WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
A 5.DESIGN PRESSURE RATING(SEE BELOWj:
-NEGATNE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLA55 TABLES ASTM E 1300.
6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBf21S REGION.
7 5/8"
HINGE 7 ALL FRAMES SCREWED TOGETHER.SMALL JOINT SEAM SEALANT USED AT ALL FRAME JOINTS.
37 1!4 � , 8.REFERENCE TEST REPORTS:NCTL-2'10.3251-1
81.000 i
OVERALL -- 9.1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNE�AND ANCHORED TO PROPERLY TR,4NSFER ALL LOADS TO STRUCTURE.
HEIGHT BUCK AND FRAMING IS RESPONSIBILffY OF ARCHITECT OR ENGINEER OF RECORD. PORCH ENCLOSURE MEMBERS SHALL BE 6063-TS
22" ALUMINUM MINIMUM WITH MINIMUM WALL THICKNESS OF 0.045" STRUCTURAL INTEGRITY OF PORCH ENCLOSURE TO RECEIVE APPLIED
HINGE LOADS FROM WINDOWS SHALL BE VERIFIED BY OTHERS.
i R I
80" B �
FRAME
OPENING
HEIGHT '
4 7/1fi" i
• �
7� I
DOOR i �
CORE � DESIGN PRESSURE RATING
2?° +40.0 PSF
HINGE
�
7 5�8"
HINGE
C UPDATED PER 2010 FBC •10/17/11 TEF
A �I LUCAS A.TURNER,FL P.E.582D'I B ADDED VENDOR COLUMN TO PARTS LIST 03/13/09 _
��o`�PptiORE1�%�T�.� � / r,�,�,�--- -
�p•5.•'�G E N�5•'• G,p�i� 3 , \��Gt�GWVYY
'JG���. F�•.Z�' {, r.��i WINDOWS&DOORS
��� No 58201 �:'�t � 1900 SW 44TH AVE.
TABLE OF CONTENTS _,E: '�._ OCALA,FLORIDA 34474 �
GENERAL NOTES. ...... ...... .... 1 ^ : * ' — ,
ANCHOR SCHEDULE&NOTES.... .2 Lw�ATume�,G.E 2o��-i�ao t9:oq-as:oo X� :'a: :a= �i�E. GEN
GLAZING DETAIL............ ... .3 :9; STATE OF :!u: _ ERAL NOTES
SECTIONVIEWS.. ... .... .....4 �Q�,.F �[V; ERIES: �000 �^WNBYqDE ATE. 03/13/2009
EXTRUSIONS 8 B.O.M. ... ... .5 PROPRIEfARYAND COPFIDENML 11/30/11 �,F••.<O R l0 A;��`�
INSTALLATIONDETAIL. ... .6-7 THEINFORMATIONCOMAINEOINTHISDRAWINGISTHESOLEPROPERNOFCUSTOM ���SS' . ' �G,�� ooE�. GUARDIANDOOR scuE. NTS WG.NO.CWS—'I7B
WRIITNPERMISSIONOFC�USTOMWINDOWSYSTMS,�INCISPROHIBIiED.HOUTTHE �i����OAjp``i��+ EV.LETTER: C 'HEET• �OF�
� �
.
a
. 9
1 3/8" .
1 1/2" MIN.EMBEDMENT MIN.EMBEDMENT [E] 5/16" MIN.EDGE�IST.
[D] �o ,° �o �� 'a 'v , SEALANT BETWEEN BUCK AND OPENING ZX WOOD FRAME/2X BUCK ��� '
v, BY OTHERS BY OTHERS INTERIOR
• ' v • v'•
��• . . o , a° �q� 1/4" MAX.SHIM '
CONCRETE OR MASONRY 5/16" MIN.EDGE DIST. �[B]
OPENING BY OTHERS. [D] INSTALLATION ANCHOR, �
#10 DIA.WOOD SCREW
INS7ALLATION ANCHOR, ' ���2„ ANCHOR. -
ANCHOR. OOD SCREW 1/4" MAX.SHIM MIN.EMBEDMENT [D] ���
I�] �B� \ ,
2X WOOD BUCK/WOOD FRAMING �
BY OTHERS
SEALANT BEHIND FLANGE IA] —
BYINSTALLER.
DOOR FRAME >�'•:•�x� INSTALLATION ANCHOR,
HEAD �� #8 WOOD SCREW THRU HINGE
(MIN.EDGE DIST.) [E] EXTERIOR FINISH ' (1 ANCHORlHINGE) [E]
eY or�-�ERS. EXTERIOR
5/16" MIN.EDGE DIST. D PERIMETER SEALANT
� � BY INSTALLER.
1/4" MAX.SHIM [B]
�, HINGE SIDE DETAIL
6 �%W�DBl1CWWOODFRAMING
'- � �3!8" MIN.EMBEDMENT [E]
INTERIOR
2X WOOD FRAME!2X BUCK �
BY OTHERS.
- [A]
EXTERIOR INTERIOR �� STRIKE PLATE SCREW
#8 WOOD SCREW(2/STRIKE
\ AND DEADBOfT STRIKE. [E]
DOOR FRAME � 1/ 1 1 1�2"
,n SILL MIN.EMBEDMENT [D] REFERENCE NOTES:
' —-- �\� '�i .� 1�
EXTERIOR (MIN.EDGE DIST.) [E] [A] SEE NOTE s,sHr i
[B] SEE NOTE 283,SHT 2
' INSTALLATION ANCHOR, �c�SEE NoTE 4,SHT 2
3/16"DIA.CONCRETE INSTALLATION ANCHOR, [o� sEE NoTE 5,sHT 2
SCREW ANCHOR. #10 DIA.WOOD SCREW �EJ SEE NOTE 6,SHT2
��� PERIMETER SEALANT ANCHOR.
SEAL OR SET SILL IN BY OTHERS. ���
CONCRETE OR MASONRY GLAZED WINDOW FRAME ATTACHMENT EXTERIOR FINISH
(SEE NOTE 7,SHEET 2) BY OTHERS. C UPDATED PER 2010 FBC 10/17/11 TEF
PERIMETER SEALANT LUCAS A.TURNER,FL P.E.5820� B ADDED VENDOR COLUMN TO PARTS LIST 03/13/09
BY INSTALLER. n LOCKING SIDE DETAIL
. 6 vcw000eucww000Fru�,%iNC ,��p�P�jpRElq!�T���. y
•, � G�.`?.��GENSCGiQL% '`�V==N7N0�RS
1 1/4" MIN.EMBEDMENT—L • ' o° �v�' No 58201 �:�1� 1900 SW 44TH AVE.
[C, ,° o� � �� ..° e°r�—CONCRETE OR MASONRY _�''; * :x�= �CE LA,FLORIDA 34474
BY OTHERS. ��' =Q� INSTALLATION DETAIL-WOOD
�� ��: STAT E OF .�� ERIES: RAWN BY• ATE:
�1L�MIN.EDGE DIST '�'• •�� 03/13/200�J
(�' PROPPoEfPRYANDCOFFIDENTl4L III3OIII ��i���FC QA'\_`�, �DOO ADE
[ ] �VERTICALSECTION ��ENPERMISSIONOFCUSTOMWINDOIWS STEMS,�INC.ISPRO�Ig'�pHOUTTHE ��''.SS+pNp;6?�:�`� ooE�. GUARDIAN DOOR SEV LETTERT C �ENO-.'G OF 776
INSTALLATION ANCHOR,TYP.
, 12 3/4" MAX O.C. (SEE NOTE 2)
6" MAX�
6" MAX. '
�
` 17" MAX O.C. D G
� � � 6 7
H E INSTALL TWO#10 ANCHORS THRU
� 6 STRIKE PLATE AND DEADBOLT SFRIKE
INSTALL ONE#10 ANCHOR 7HRU PLATE INTO SUBSTRATE(SEE SHTS 6,7)
EACH HINGE INTO SUBSTRATE
(SEE SHTS 6,7)
NOTES:
1.INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REQ'D AT INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4" USE SHIMS WHERE SPACE
GREATER THAN 1/16"IS PRESENT
GLAZED WINDOW FRAME
3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSIlY PLASTIC OR BETTER.WOOD SHIMS ARE NOTALLOWED. (SEE NOTE 7) ,
4.3/16"DIA.ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY �
THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY A MINIMUM EDGE DISTANCE OF 21/2",IN ANY DIRECTION,SHALL BE ACHIEVED. ,
5.#10 WOOD SCREW ANCHORS THRU FLANGE MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/2"INTO 2 BY WOOD
BUCK A MINIMUM EDGE DISTANCE OF 5/16",IN ANY DIRECTION,SHALL BE ACHIEVED.
6.#8 OR STRONGER WOOD SCREW ANCHORS THRU HINGE OR LOCWDEADBOLT STRIKES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. C F
EMBEDMENT OF 1 3/8"INTO 2 BY WOOD BUCK A MIN.EDGE DISTANCE OF 1/2"SHALL BE ACHIEVED IN EITHER DIRECTION. 6 � '
7 lf10 SMS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.PENETRATION OF THREE THREADS BEYOND ANCHOR PLATE SURFACE
IN TUBE FRAME INSTALIATION.
8.GLAZED WINDOW FRAME ATfACHED TO DOOR LEAF OPENING IN ACCORDANCE WITH STRUCTURAL PERFORMANCE TEST REPORT ANCHOR LAYOUT-(FLANGEI
NCTL-210.3251 1. ALL GLAZING IS TEMPERED GLASS ONLY
9.SEAL CORNERS WITH SMALL JOINT SEAM SEALANT.
10.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR
MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. � UPDATED PER 2010 FBC 10/17/11 TEF
11 INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL LUCAS A.TURNER,FL P.E.58201 B ADDED VENDOR COLUMN TO PARTS LIST 03I13/09
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. '
12 A.WOODTMINIMUMHS ECI�FIC G'TRAVITY OF GO0.55(OUTHEIRN PINE OR GREATER)TRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ,,`��y�P,C10RE11r�jGi�,i i��-' •
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 P51. ;J�F-�.��G E N gF..�Q��. = �„ ,�ND�O�tS
C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). y� ti v�' No 58201 :'�t: 1900 SW 44TH AVE. �
D.ALUMINUM-6063-T5(OR GREATER) � :.�,: ;y.= OCALA,FLORIDA 34474
13.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE ^�� * :�� �r�E: ANCHOR DETAIL&NOTES
WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: %��. STA7E OF .�� ERIES: RqWN BY' ATE: 03/13/2009
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS),FMA/WDMA 250(BOX WINDOWS), pROPfLE7PAY/WD COt�FI�ENTl4L 11/30/11 �i��•�'FC p?:���'�� 1000 ADE
FMA/AAMAIWDMA 300(EXTERIOR DOORS). iHE INFORMATION CONTPJNEO W THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ���S�'`��.R t � �� ODEL. SCALE: WG.NO.
WRITTENPERMESSIONO�STOMVJINDOWSYST MS,OIN�Sp p0��THOUTTHE '����SlpNp;E����� GUARDIAN DOOR �LETTERTS 'HEET• �CWS-'I76
C -20F7
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