HomeMy WebLinkAbout16-17613 \ I .
' CITY OF ZEPHYRHILLS
� 5335-8TH STREET
a s � (813)780-0020 17613
I BUILDING PERMIT
I- PERMIT INFORtiAATION LOCATION INFORMATION
Permit Number: 17613 Address: 37613 LANDIS AVE
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class�of Work: SLAB Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: GRAND HORIZONS
Est. Value: Parcel Number: 34-25-21-0090-00000-0830
Improv. Cost: 6,500.00 OWNER INFORMATION
Date Issued: 8/03/2016 Name: GOLDSTEIN EDWARD & EILEEN
Total Fees: 105.00 Address: 37613 LANDIS AVE
Amount Paid: 105.00 ZEPHYRHILLS FL 33541-9310
Date Paid: 8/03/2016 Phone: 813-322-3543
Work Desc: 10 X 8 SHED W/ 10 X 10 SLAB
i CONTRACTOR S APPLICATION FEES
BAHR'S ALUMINUM INC BUILDING FEE 105.00
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I - � Ins ections Re uired
FRAME I
SHEATHING
FINAL I
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
I first reinspection,whichever is greater,for each such subsequent reinspection.
NOTIC�: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Wa�ning to owner: Your failure to record a notice of commencement may result in your paying twice for '
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
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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
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� 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
� Building Department
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! Date Received �(, � " i"�� /
Phone ContactforPermittin
� -7-i7-1-I�r / � _ _ _ �_r9�_
� Owner's Name � ( ( S—l'e. � Owner Phone Number l�J �o/ ��
i / _
i Owner's Address � � ��(jl� S V Q- Owner Phone Number
IFee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
� JOB ADDRESS �lf/� � L a�1 r s ✓� LOT# �
susoivisioN �I'�Zrt G� �-j Z D PARCEL ID# 3Y a S a f—DD�'!0-DDbD(1- 3 �7
(OBTAINED FROM PROPERTV TAX NOTICE) .
WORK PROPOSED e NEW CONSTR e ADD/ALT � SIGN � � DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM � OTHER _
TYPE OF CONSTRUCTION Q BLOCK Q FRAME 0 STEEL Q
DESCRIPTION OF WORK l VJC S �P CI l ✓X �v ��Yl�l�N S(Gc. !�
BUILDING SIZE I SQ FOOTAGE� HEIGHT �
BUILDING $j_�O� VALUATION OF TOTAL CONSTRUCTION
�t/
�ELECTRICAL $ AMP SERVICE � PROGRESS ENERGY Q W.R.E.C.
OPLUMBING $ �A
� OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �� S � / �
I �`J
I �GAS Q ROOFING Q SPECIALTY 0 OTHER - "/J /" ��
�
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES NO
BUILDER �OMPANY GL �S CC I�I n LC 1�
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
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Address ��' �� License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y! N FEE CURRE� Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
IIIIIIIIIIIIIIII111111111111111111111111111111111111111111111111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence instailed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisionsAarge proJects �
i COMMERCIAL Attach(2)complele sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Pertnit for new conslruction.
Minimum ten(10)working days after submirial date. Required onsite,Construction Plans.Stormwater Plans w/Siit Fence installed,
Sanitary Facilities&1 dumpster.Site Work Pertnit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
Directions:•
F:II out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (AIC upgrades over$7500)
" Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITIING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoVSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW _
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; PIOTICE OF DEED RESTRICTION8: The underslgned understands��.thgt:thl8�p��rnlEmay.be.subJect to'deed'restrlct(ons' �
which mayrtie^more�[estHctNre�tha�►Gcu�ty-�g�laUonsS�The underslgned�essumee'reapoFlsltill(tyrtor�complianoe'with"any
appllceble deed restrlctlons. •
! UNLICENSED CONTRACTaRB AND�CON'tRACTOR-RESPONSIBIL-ITIEB: If the owner has•htred a contractar or
wntractors to undertake work,they may.be<r;equlred.to:be,l�ensed In accordance.with etate.and:local reguladons. If�the
contractor Is not ltcensed ea requl�ed�by lew, both th�owner end conCractor�inay be-cited for•a•misdemeanor vtolatlon
• under stete law. If the owner or Intended>coptractor;ere;yneerteln as to wfiat Ilcenaing;requlremeMs:may��epply ioF�the
intended warK,they are advlsed to contact tFie�Rasco County Buliding'Inspection bTylsion--Licensing Section et 72T-847-
8009. Furthertnore, ti the owner Fias hlred'e conUactor or contractors, he Is advised to have the contractor(s)aign
, portions of the bonhactor Black'of thle eppik�tion.for which lhey wlll.be.reaponslble.._If you,.as.,lhe ov�iie�'atg�''es t7�e
conUactar,that-may be an IndlcaUon lhet�he�ls not properly llcensed and Is not entltled to perinitting prt411eges In Pasco
CouMy. � �
TRANSPORTAT10N=1MPACTlUTILI�'IES rMRAC7�ANb RESOk1�tCE RECOVEltYfEEB:-T'he underslgned undetstands
that Transportetlon Impact Fees:and.Recourae Recove.ry.Feea may+apply:to the conahvctlon of new bulldings,�change�of
use In exleNng bulldinga,or�eicpanslamof>e�lsdiig-6ulldings,as speolfled.ln Pasco County Otdlnance number 89-07 and
90-07,as amended.�Tha underalgned elso•.understands,thgEsuch fees,;as�may�be:,due;;wlltabe Ident_ffied at the�tlme�of��
permltting. It Is turtfier underatbod thet Tre�sportadon Impac#Feea and°Reaource Recovsry=Fees,must be pald prfor to
recelving a'ce�fiflcate of•ocaupancy'or Mel�powe.r.•releaae. It the.proJect�oes not•Involveea=cettiflcete of occupancy.ar=
flnal power release;:the fees must be pald prtor to:permB I�suance. Ful�heranore;tE.Pasco-,CQunty�WatedSewer lmpact �
fees are due,.ihey,muakbe=pal�:.p�lor to permlt•I�syane�ln.atxordance wltFi appllcabfe.Pasco�.County.ordlnances.
CONSTRUCTION'LIEN�LAW(Cfiepte�T13,FloKda Stetutes,ae amende�: fi valuatlon of work Is 32,bQ0.00:or more,I
ceHity that 1, the.appllcant, have been pro�rlded with a copy of the�'Florida Consfructlon Llen Law—Homeowner's
ProtecUon Gulde'prepared by tfie Floiida Departraent�of Agrlculture and Consumer:Affalr$. If the appllcant Is someone
other than the'ovmer',I certlty that Phave�b,talned�a�copy oi:the�abave.descrlbed document-and.promis�ln,good�afth.to
deliver It to,the'ovmec`,prior ta�cornmencemenl:' � � "
CONTRACTOR'SIOVYNER'8 AFFIDAVIT: 1.ce.itlfy.ttigt•slf�t�ie�lhformetlon:lii thls appltcatlon Is accurate.and thet all work �
w(II be done In compllance wMh all.appllcable laws reguletlng constructlon,zontnp and land°development. Appllcadon Is
� hereby made to abtaln.a.permit�to do_.wcfk,.and Inatelladon as Indl�efed:.� °I cerliPy thet no work-or Installatlon has
,��.�, commenced p�lo�to Issuance of a penr�lt'and that`.all work wlll be perfarmed to meet standards of all lews regulatlng-
construcGon, CouMy and City codes, zoning regulaticns, and land development[egulaUons�tn tha J�rlsdlcQon.� I al'so
certlty that I understend that the regulatlons of other govemment egenclea may•apply�to the Intended work,and that tt Is
my respdnslbllity to IdenUfy•what.acttons I muaGtake.to be,ln:.00rqpllance: S,uch agencles Include but are.not IlmRed to:
- Department of E�vtronmental�Protecqon=Cypres�'Bajih'eads, Wef(end Areas.and Envfronmentelly Sensltive
Lands,WaterlWastewater Treatment.
- Southwest Florlda Water Menagement•:Dlstri�t-Wells, Gypress`Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Englneers-Seawalls;Docks,Navlgable Waterways.
- Depar#ment of Health�& ReMabfl(tative Servlces/Erntronmental H�alth Unit-Wells,:Wastewater.Treatrnerrt,
SepUc'�anks. '
- US Envlronmentel Protectfon Agency-Asbestos ebatement
Federal Avlet�on:Authorlty-Runweys.
I understand that the�following.reatricdons apply to lhe use of flll:•
� - Use ofiill Is not allowed In Flood;Zone'V'unless expresaly permltted.
- If the flll mateMal Is to b.e uaed:'In:f.lood Zone.'A', It Is underetcod that a.dralnege plen addresstng a
°compeFlsattng volume"wlll be submllted at tlme of pe�ltting whlch Is prepared by a professlonel englneer
' Ilcenaed by.the State of floHda: '
- . If th�flIl materlal Is to be used In Flood Zone'A' In+connecllon�wlth�a permltted bullding using stem wall
constructlon,I certify that fUl:�vlll:be esed onty.to ml the area w(thln�the stem wall.
- Ii flll materlal le to be ueed•In.any erea, I certlfy thet.uee of auch flll wlll qot adversely affect adJacent
propertles. If use of flll Is faund.to adveraeyr,atfect adJaeent•properttes,.the owner may be cfted for.vloCaUng
the condHions.of the bullding;permlt Issued:under tha�altached_permlt epplh:aUon,for lots less than.one(1)
acre whlcFi are eleveted�by flll;an�nglneered dralnags plan Is requlred.
If I am the AGENT FOR.THE OWNER,I�pr'dmise In good fafth to Inform the owner of-the pemiltting condltlons set forth In
this afFida4lt'prior to commencing conahiictlon. I un�ersfand thet�a-aeparete permlt may be requlred for electrical work,
� plumbl °''�"�
ng,..slgns,wells,,pools,,alr condldontng,.,gas, or.other Instalt�Hons nok spec�flaally Induded�tn.the appllcatlon. .A
permlt Issued shall be consfrued to b'e a'llcense�-to-p'roceed with tftie work and not as authoHy_to,vlolate,�cancel,alter,ar
set astde eriy provlstons of tiie.tecFinlcal codes;nor shall Issuance�of a.permtt.prevent the Bulldlrig Offldel from thereafter
requlring a correctlon�.erro►e-In plane;constructfon orvlolatlons of-any codes: Every p�srmlt lasued"shell beaome Invalfd
unless the work euthorfied:by such permlt>Is.commanced•wlthtn syc�months of�permlt lasuance,or If worlc authorized by
the pertnit la suspended=or,.ebandoned-for s,peHod of�slx(8)montEis efter the Ume tha work:Is commenced. An extenslon
may be reguested,In wrtUng;irom.the Bullding,(3tfldal for a perlod-not.to exceed'nlnety(90)•days a�d wlll dertionstrate
Justlfiable'cause for.�the extenslon, If work cpases,for nlnety.(90)consecutive days._th��ob�la conatdered akandoned.
WARNING TO OWNEF�: YOUR.FAILURE•TO.RECORQ.,A.NQTICE:OF:COMMENCEMENT MAY RESI�L7'�•IN YOUR
PAYINt1TW1,CE;FORsIMPRO�IEMEN7'S�TflYOUI�PRORER•'nF: IF�YO �It�FlEWDtTO`�687?AiN°�FIMAI�EtN�;�ONSULT
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FLORIOA JURAT(F.3.11 Z.03}. - .
OWNER OR AOENT_...: - COM1tACT0 : .
Subsal6ed end evrom Eo(or�tllrtned)before me tlde Subaalbed' (ot Q y�=
ny ,by �
Who Islaro peraonalry Iqiovm to.me or haalhave P,!vdUced. Who�Rlara p �ao aq IIyJm,vu�:ta trte or haelhaveprodiked -
" aa Identlllcatlon.' " !-- [lU�i-g ae tdentlNcadoo.
Nofery Pubtic i �� Notery Publlc
Commisalon Na` mb on No.
Name of Notery typed,pdnted or etamped Neme oi o 1,
:•: i� ommission#FF 150422
=�-� ��e: Expires December 12,2018 �
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'••y;pd n;°.� Bonded Thru Troy Faln Insurenea BOa3B5-7019
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� 201 ,
' I Pertnit No. Paroel ID No � / -��� ~�� r L�C/ / O —l l�v_D��(y V I
' NOTICE OF COMMENCEMENT
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� state ot ��� V� C1 Counry ot ��S� �
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THE UNDERSIGNED hereby gives noGce that improvement wili be made to certain real property,and in accordance with Chapter 713,Florida Statutes,
the following information is provided in this NoGce of Commencem7ent:/ /�G z
1 Descriptlon of Property: Paroel IdentificaUon No. ,) �( -a.�d/--OD�l b-c7 44�� Up ,! �
StreetAddress: _J � Y/( J l�Q-Y�[ �s y-{-1/�
2. General Description of Improvement� //� d S� P�i ( V X�� ��h�f�C �P C/ �
3. Owner Information or Lessee infortna}lon if the Lessee contrac d for the(mprov e
� Gf GIDjG�Sf�i/1 — j;;��PPir1 �� � i
3 � ��� �Nal'e�-✓Lli'`l s T1 V Q �e��l�vc� h i l�s �
Address City State
Interest in Property: (���� (� �
Rept:1786119 Ree: 10.00
Name of Fee Simple Titleholder. �5: 0.00 1 T: 0.00
(If different trom owner listed above) 07/14/2016 C. F. , �pty C 1 erk
Address M Q V /_ _ �n/�b� LJ/CC�YYQ,Bi/. �jC�.�ty_Y S /Gt Yl't� i'►(21't�j State
4. Contractor. ry� rC/I Y 1 G 1 �
(� L(�/Jme�v� .�Ir� 12G( ZC/>y1 �/vl/l�l �S �L
Address p ) ?�] 2 City State
Contractors Telephone No. /S I �� ��0�- �✓J 1 J pqULR S 0'NEIL,Ph D PRSCO CLERK & COMPTROLLER
� s. surery: 07/14/201�^0!1�.�20�m 1 of 1
Name OR BK Jr7 l P� ���
iAddress Ciry State
� Amount of 8ond: $ Telephone No.
6. Lender.
, Name
, Address City State
Lenders Telephone No.
7. Persons within the State of Flarida designated by[he owner upon whom notices or other documents may be served as provided by
Sedion 713.13(1)(a)(7),Florida Statutes:
Name
Address Ciry S[ate
Telephone Number o(Designated Person:
8. In addition to himself,the owner designates o{
to receive a copy of lhe Lienors Notice as provided in Section 713.13(1)(b),Florida Statutes.
Telephone Number of Person or Entiry Designated by Owner•
9. Expiralion date of Notice of Cammencement(the expirafion date may not be before the completion of consWction and final payment to the
conVador,but will be one year fram the date of recording unless a different date is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDEO AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT
Under penalty of perjury,I declare thal I have read the foregoing notice of com ncement and that the facts stated therein are true[o lhe best
of my knowledge and belief.
STATE OF FLORIDA
COUNTY OF PASCO x
Signature of er or Lessee,o Owners or Lessee's A anzed
Ofticer/Director/Partner/Ma nager
Sign tarys Title/Office /� ) /
The foregoing insW ment was acknowledged before me this�day oY��� 20 ,by �� ` �- � � CJI� (�t -��e�<Y!
as � (type of uthority,e.g.,o er, st e,attomey in fact)far
(name of pa beha o ins ment was executed).
Personally Known❑OR Produced Identification Notary Sign ture /,,
Type of Identification Produced �/r Name(Print) ��'c ���s
CHRIS HELGESEN
=�l�Y PudG
o MY COMMISSION#FF92071
��.� IXPIRES:SEP 22,2019
'L,�++� Bonded lhrough 1st State Insurance
wpdata/bcs/n oticecomm encem ent�c053048
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, City of Zephyrhills
i BUILDING PLAN REVIEW COMMENTS
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Contractor/Homeowner: �(��1� � �/�j'�7���b�
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Date Received: ���f�
. i e. �C' f���•'n,,/ /� !C' C� �'hPGi� l d� ��� s%t�
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peta�t"�g� �)P1f� � � ��P' 4C���S C%�;�
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
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This comment sheet shall be kept with the permit and/or plans.
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� L/"� �u (Required when comments aze present)
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7/15!2UlS Floriiia 13uilding Code Online
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I7ra��c�����' �,s �' ProductApprovai ,
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�f�Y}yl"��� Pro?1u=AoDrfiVal.t40nu>Prpclvtt CrAa�fkatir,n�earCh>Aoalir,,�ti�4�St>Applisation Oetail
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,=r'�'.`��`:��=`,;,�:�'� t� FL# FL15492-R3
w.6.:�:L�S�°��'.�. 3Y'��i+.���
Applicatfon Type Revision
Code Version 2014
Application.5tatus Approved
Comments - I
Archived �
Broduct Manufacturer Structail Buiiding Systems,Inc.
AddressJPhbne/Emaii 350 Burbank Rd. "
Oidsmar,FL.34677
(813)355-2627
Ikmatuza@structali.com
Authorized Sig�ature Frank.9ennardo
frank@engezp.com
Tethnical Representative
Address/Phone/Email
Quatity Assurance Representative
Address/Phane/Emaii `
Category Rooflng
Subcategory ' Metai Roo�ng
Compliance Method EvaluaCion Report firom a Fiorida RegisCered Architect or a Licensed Fiorida
professional Engineer
� Evaluation fteport-Hardcopy Received
Florida,Engineer or Architect Name who deveinped.the Frenk L:.Bennardo,R.E. -
Evaluat(ori Report
FloHda:License PE-0046549
Quality Assurance Entity RAD�O,iNC.
Quality Assurance Contratt Expiration Date O5/Ol/2016 •
Validatetl By� Keith E.lorinos,PE
�� Validatton CheckOst-Hardcopy Received
Certificate of Independence �,159�;1. R3 COT Inden,tadf
Referenced 5tandard and Year(of Standard) Standard Year
ASTM E72 1998 �
ASTM E72 2005 , -
ASTM E$4 1991
_ I
Equivalence of Product Standards '
Certlfled By Florida Licensed Professiona)Engineer or Architect
FL.15491 R3 �auiv Eoui'v.odf
i Sectlons from the Code
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� Product Approvai Method Method 1 Option D
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j Date:Submitted OS/OiJ2015
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iSumma of Praducts '
�_ _, , FL# Model,Number or Name Descriptton ,
• 15491.1 Srlap-N-Lock Panel EPS Foam Core Composite Panel,3",4"8�6"with AI minum or
� Steel Skins
Limits of Use Installation Instruetions
Approved for use in HVH2:Y25 FL15491 R3 II Dwa.odf
Approved for use outside HVHZ:Yes Verifled By:Frank L.Bennardo,P.E.PE-0046549
Impact Resistar�t:No Created by IndePendent Third Party:Yes �
Design Pressure:N/A Evaluation Reports ,
Other:See Drawing No.15-2409a for Panel LimltaUons& FL15491 R3 AE Eval.odf
Spans Created by I�dependent Third Party:Yes-
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Badc Next
�::1940 NORh Monroe Stmet Taflahassee FL 32399 P�ioae:E50•487-1824 �
Tha State af Flortdn Is an AA/EEO dnptoyer.ConvNaht 2007-2013 Stete of Florlda.::Privad Statement::gt�::
Under Florida taw,emali addr�ses are pubik reaords.If you do not want yaar e-matl address released In�ponse to a public-records request,do not nd etectronFc i
mall to this entlty.IrnYend,mntact the aff7ae by phone ar by tradltlonal mail.11 you have any questions,Dlease mntact 850.487.1395.•Pursuant[ SectEon ;
455.275(1),Florida Statu[es,eRective OctoDer 1,2012,Ilce�Il�nsed under Chapter 455,F.S.must provide the Department w!M an emafl add if they have
one.The emalts provided may be used!w afflGal communlcadon wtth[he Ilcensee.However enall addre55es are publtc reoord.If you do no[wish[o su ly a personal j
address,please provide the Department with an emall addiess whtdi can be made avaflable to the public 7o deLermine if you are a tEoensee under Ciia er 455,F.S.,
pleasc didChem. '
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Produd Approval Acaepts: �
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ELIXIR DOOR & METAL CO. ^ � o
NON—IMPt�CT SERIES 202-205 O.S. DOOR W/ VERT. SLIDE WINI)OyV � �Z
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INSTALI,ATION ANCHORAGE DETAILS � o� �
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GENERAL N6TES: INSTALLATION NOTES:
l.THE PROOUCTANCHORAGE SHOWN HEREIN IS DESIGNED s,IN AREAS WHERE WINDBORNE�EBRIS PROTECTION l.ONE(7)INSTALLAl10N ANCNOR IS REQUIRED AT�EACH 5.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE
TO COMPLY WITH THE CURRENT EDRION OF THE REQUtREMENTS EXIST,USE OF AN IMPACT PROTECTIVE ANCHOR LOCATION. WALL FINISHES,INCIUDING BUT NOT LIMITED TO ?� o M ,r
FLORIDA BUIL6ING CODE(F8C)EXCLUDING HIGH SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR STUCCO,FOAM,BRICK VEPIEER AND SIDING, p � X O
VELOCITY HURRICANE 20NE AND THE DESlGN WINDBORNE DEBRIS REGIONS IS MANOA70RY FOR THE 2.THE INSTALLATION ANCHORS AT THE SPACINGS SHOWN
PRESSURE(S)STATED HEREIN. PRODUC7 HEREIN. ARE THE MINIMUM NUMBER OF ANCHORS AND MAXIMUM 6.INSTALLATION ANCFtORS SHALL BE INSTALLED IN � ��w �
SPAqNGS TO BE USED POR PRODUCT INSTALLATION. ACCORDANCE W ITH ANCHOR MANUFACTURER'S W� w �
ta.THE PRODUCT DETAILS CONTA[NED HEREiN ARE BASEO b.FRAME MATERhL.ALUMINUM ALLOY 6063-Tfi � INSTALLATION INSTRlFC710NS Mt0 ANCHORS SHALL �0� a
UPON SiGNE�AND SEALED TEST REPORT QALLAS DOOR PANEL MATERIAL:STEEL CLAD. 3.SH[M AS REQtfIRED AT EACH INSTALLATION ANCHOR NOT BE U5ED IN SUBSTRATES W(TH STRENGTHS LE5S O ��O
LA80RATORIES,INC,#47173 AND ASSOCIATED WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWJiBLE THAN THE MINIMUM STRENGTH SPECIFIED IN THE Z
LABORATORY STAMPED DRAWINGS. 7.GLASS MEETS 7HE REOUIREMENTS OF ASTM SHIM SIZE OF 1/4 INCH.SHIM WHERE SPACE OF 1116 INCH "ANCHOR SCHEDUIE"THIS SHEET. � ��Z vi
E1300-04e(01}GLASS CHARTS. OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED Q j`°W O
� U F <
?.ADEQUACY OF THE EXISTING STRUC7URAL 2X FRAMING OF HIGH DENSITY PLASTIC OR BETTER. 7 INSTALLATION ANCHORS AN�ASSOCIATED HARDWARE �tj���g m y Z
OR STEEL FRAMtNG AS A MAIN WIND FORCE RES{STING 8.DESIGNATIONS"X"STAND FOR THE FOLLOWENG: MUST BE MADE OF CORROSION RESISTANT MATERIAL g O�}s� z
SYSTEM CAPABLE OF WITHSTANDING AND X:OPERABLE PANEL ;.ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR OR HAVE A CORROSION RESISTFNT COA7ING. °�a w O� o a
TRANSFERRING APPLIED PRODUCT LOA�S TO THE O:FIXED PANEL 14GA.MINIMUM S1EE1 FRAMING SHALL BE AS SHOWN IN �O C7 O Z
FOUNDATION fS THE RESPONSIBILITY OF THE ENGINEER "ANCHOR SCHEDU�E THIS SHEET �a p— `C�
ORARCHRECTOFRECORD. 9.HAR�WARE: O`°g rnZ ���
A. H A L F H I N G E S:(4)6 0 6 3-T 6 E X T R U D E D AL U b 11 N U M �,�-�9 O¢ `ag�
3.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED ANO B. LATCH LOCK.KEYED J p�a ��fi
ANCHORED70PROPERLYTRANSFERALLLOADSTOTHE C. DEAOBOLT SINGLECYLWDER W p Nw � ,�
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE , �W
RESPONSIBILITY OF THE ENGINEER�R ARCHITECT OF 10. SEE SHEETt FOR DESIGN PRESSURE CHART. � �„
RECORD.
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4.THE INSTALlATEON DETAtLS DESCRIBED H�2EIN ARE � �8�a
GENERICANDMAYNOTREFLECTACTUALCONDITIONS Z � ^g��
FOR A SPECIFIC SITE. IF SITE CONDITlONS CAUSE y o
INSTALLATION TO�EVIA7E FROM THE REQUIREMENTS
DETAILED HEREIN,A LICENSED ENGINEER OR ARCHITECT - �' l
SHALL PREPARE SITE SPECIFIC DaCUMENTS FOR USE
WITH THIS DOCUMENT
ANCHORSCHEDULE
�OR FRAME ���A�� EMBED6ftnENT E� qNCHOR CAPACft1ES
DESIGN PRESSURE RATtNG(PSF) IMPACT RATING Su��� T�E� �� 5� ��� (�M��� ��y(�A�(Cx1E ��aN
SPECIflCATION
WHERE WATER INFfLTRATION WHERE WATER INFILTRATION SI"IEET NtlN.3
REQUIREMENTIS�NEEDED RE�UIREMENTISNOTNEE�ED NONE �METAL/STEEL 1}{REA05
ASME B18.6 4 MIN.33 KSI YIELD
•• t3o.o TUBWG 14 GA FlN(Z-6,4R) PAN HEAD N0.8 �TAPPING SCREVI� P'�TINSIDE 3!8" STRNEGTFI RobertJ.Pnionun,P.E.
MIN. SURFACE OF Florkla P.E.No.48752
"UNIT MUST BE INSTALLED BENEATH AN APPROVED OVERHANG hIAT THICKNESS SUBSTRATE .�ti�Sp��Ay`�•��
MEETS THE REQUIREMEMTS OF THE CURRENT EDITION OF THE FLORIDA �'try��'�t�EmSE+�'�G��
AtdSl 818.6.1
BUILOING CODE. `�' xq ar�sz •""o�=
2XWOOD (WOODSCREiM1�} V4T70DWITHRMINIMUM �*��,rl�(T_�.-;,
TABLE OF CONTENT FRAMING F�N(Z-$AR) PAN kEAD N0.8 OR 1° tf2" SPECIFIC GR.4VI'fY OF :$a;Rrn�re aF V�
SHEET DESCRIPTION �+���e.s.4 o.a2. , �?y
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(TAPPINGSCREV� �'OS�ONR�E;:.�
NO7E5:
1 GENERAL AND INSTALLATION NOTES DigitallysignedbyRobertJ.
7}WRW''.70DOF2TAPPINGSCRBNSIFSR.ITTINGISACONCERN,DRILL0.082"RLOTF�LE(DRILLSIZE45}. ARIOYU50 '
2 ELEVATION, ANCHORING LAYOUT pj�("�p{�7ANCEh�ASUR�FROMBT}162SIDEQFANGiORTO�GEOFSUBSTRhTE '
DN:cn=Robert J:Amoruso,o,
3 VERTICAL CROSS SEC710NS AND GLAZING DETAIL
ou=PTC Product Design Group,
4 HORIZONTAL CROSS SECTIONS email=robert@ptc-corp.com,c=US
Date:2015.08.05 10:49:35-04'00'
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EI.EVATION ANCHOR LAYOUT
EXTERIOR VIEW WtTH RobertJ.Amonxw,P.F,
EX7`ERlOR VIEW FIorN1aP.E.No.48752
VERTICAL SLIDER WINDON
" Digitallysigned
by Robert J.
NOTE. Amoruso
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MINIMUM NUMBER OF ANCHORS IN JAMBS ,°a�.�EN•,•".40`•- DN:cn=Robertl.
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IS 14�ANCHOR SPACING VARIES,BUT NOT TO ���' Np.9�ss :a-Amaruso,o,
EXCEED 6"MAX.O.C. � �,.,�t�'"�`:qu=PTC Produd
� :xo;;'"'�°F `�,�Design Group,
`',Frs`�°.;�QEno s' email=�obert@pt
MINIMUM NUMBERS OF ANCHORS IN HEAD ,
AND SILL IS 8.ANCHOR SPACING VARIES,BUT , rcorp.com,'c=115
. Date:2015.08.05
NOT TU EXCEED 6"MAX.O.C. 70:49:50-04'00'
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1"MIN.EMBEDMENT 1i8 WOOD SCREW THREE(3)THREAD o � a
INSTALLATION ANCHOR MIN.PENETRATION� #8 SCREW 4 �
2X WOOD FRAME INSTALLATION ANCHOR � Z
1(2"MIN. SEALANT TAPE TO BACK W
BY OTHERS 3/6"MiN. � �z
SEALANT TAPE TO BACK E�GE DIST SIOE OF MOUNTING FIN EDGE DIST. U �F �
SlDE OF MOUNTING FIN O o W �
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SEE GLAZING DETA�L a
THIS SHEET 12 GA.OR 14 GA. �
1/4"MRX SHIM SQUARE STEEL TUBING Q �
BY OTHERS
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12 GA.OR 14 GA.
Y'� 3�UARE STEEL TUBING
1!4°MAX SHIM BY OTHERS'
RobertJ.Amausro,P.E.
SEALANT TAPE TO BACK Fbrba PP.No.4s752
SIDE OF MOUNTING FIN 1/2"MIN. 3/8"MIN.
`6sn�n�a",,,
EDGE DIST `�....- t+l'��.
EDGE DIST SEALANT TApE TO BACK SO�,a,�„ENSF o,p•,,
2X WOOD FRAME SIDE OF MOUNT[P!G FIN `O` x ax�: +�"o,K
BY OTHERS #8 SCREW =cp� ��4��r'
THREE(3)THREAD INSTALLATION ANCHOR %o��"�'`t E°� ?w;
, 1"MIN.EMBEDMENT--� #8 WO(�D SCREW • MIN.PENETRATION~ � ,�C9�ONA4En����
INSTALLATION ANCHOR
VER1"ICAI�SECTION VERTICAL SECTION DigitallysignedbyHobertJ.
Amoruso
A WCJOD FRAME 5UBSTRATE C STEF�I.TUBING SUBSTRATfi DN:cn=Robert J.Amoruso,o,�;�. ,-
ou=PTC Produc[Design GrouP,
email=robert@ptc-corp.com,c=US
Oate:2015.08.0510:50:02-04'00'
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INSTALLATION ANCHOR INTERIOR INSTALLATION ANCHOR
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SIDE OF MOUNTING FIN SIDE OF MOUNTING FIN Q'L"w� c� �- <
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BY OTHERS BY OTHERS
INTERIOR
#8 SCREW #8 SCREW
INSTALLATION ANCHOR INSTALLATION ANCHOR
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THREE(3)THREAD� / THREE(3)THREAD
MIN.PENETRATION MfN.PENETRATION
Robert J.fvnoruso,P.E.
SEALANT TAPE TO BACK EXTERIOR FlorbaP.E.No.49752
SIDE OF MOUNTING FIN SEALANT TAPE TO BACK ,ti�a�fs;�';�,,,
SI�E OF MOUNTIPlG FIN ��a;iL�°�^'�'c•'•O'��-.
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G HORIZONTALSECTION H STEELTUBING UBS1'RA'IE DigitallysignedbyRobertJ.
STL•EL TUBING SUIISTRATE .
Amoruso � _ ._ _.
DN:cn=Ro6ertJ.Amoruso,o,
ou=P,TC Product Design Group, `
email=robert@ptc{orp.com,c=US
Date:2015.08.05 70:50:13-04'00'
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;���j j��,°(j'n��t�° BC[S Home � Log tn � USer ReglstraCto� ; Hot Topits j SUbmICSuictiarge.' 5tats&Pacts.� Pubitcadbrss � f8C Staff � BCI5 SiLe Map � llnks � Seardt �
Bu�ines�Cp���� �,,, . .
Professi V�i Product Approva!
USER:�Publlc USer
�£�Il�c3�l0�i
Y�'MDi PrOdutt ADDrOvdt?�10�U>pNdud Or A�olicntton 5eerch>Aool�ca[irin�ist>ApplleaHoa Oetail '
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fL� fL163-Rb
Application Type Revision -
Code Verslon 2014
Application Status Approved
Comments
Arcfiived ...
Product Manufacturer Custom Window Systems Inc.
Address/PhaneJEmaii 190D SW 44th Avenue
Ocala, FL 34474 -
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin _
ekoss@cws.cc
Tecfinicai Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
� Ocala, FL 34474.
(352)3b8-6922 Ext 291
ekossCa�cws.cc
Quality Assurance Representative ]ay Lathr,op �
Address/Phane/Email 1900 SW 44th Ave.
Ocala,Fl 3447A
(35�)368-6922 Ext291
jiathropCd�cws.cc
Category Windows
Subcategory Single Hung
Compliance htethad Evaluatlon Report from a Fiorida Registered Architect or a Licensed
Florida Professianai Engineer
�°� Evafuation Report-Hardcopy Received
Fforida Engineer or Architect Name who developed Lucas A.Turner '
the.Evaivation Report
Florida License PE-58201
QuaUty Assurance Entity Keystone Certifications, tnc.
Quaiity Assurance Contract Expiration Date OZ/2312025 �
Validated By Steven M. Urich, PE �
:�� validation Checklist-Hardcopy Received �
Certif(cate of.Independence FL�C.3 R& GOI Fva1Re���td5-466b{SH-3500},adf �
Referenced Standard and Year(of 5tandardy SYandard Year
ANSI/AAMAJ101jI52/A440-05 2005
ASTM E 1300-04 200�3
� Equivalence•of Praduct Stantlards
i CerGffed By
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� 5ections from the Code
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Product Approval Method Method 1 OpUon D
Date Submitted 02/23/2015 '
Date Validated 02/24/2015
Date Pending FBC Approval 03/01/2015 �
� Date Approved Q4/15/2015 �
Summa of Products
FL# Model,Number o�Name Description
163.1 3500 Single Hung 3500 Single Hung � �
Limfts of Use Installation Instructtons ;
Approved for use In HVHZ:No FL163 R6 II CWS-466D(SH-35001.odf �
Approved for use outside NVHZ:Yes Verified By: Lucas A.Tumer 58201
Impac�t Reststant:No Created by Independent Thtrd Party:Yes
Design Pressure:N/A Evatuatlon Reports
Other:3500 Single Hung Equal Ute H-C35 56"x 91"; 3500 FI 163 R6 A�Ev_alRe�CWS-466D(SH-3500).odf
Single Hung Oriel H-C3S 56°x 91". Created by Independent Third Party:Yes
Dack Next
CoMact Us;;1�0 Na h Mon St �.Tallahas F 3 ?�Pharte:BSD-487-1824
The State of Flodda Is an AA/EEO employe�.�o_ o_vrlqht 2007-2013 State of Flodda.::prlvaw Statement::Aoresslbtll[v Stetemen[:;$�jy�(�p� ,
Under Florida law,email addresses are publlc records.if you do rtot want your e-matl address released In response to a publlcrecords requ�t,do rtot sertd etettronlc
mall to this enUry.[rtstead,aon[aR[he offlce by phone or hy Oadltlonal mall.If you have arry questtore,qease aorKaa 850.487.1395.•Purs�ant to Sectlon
� 455.275(1),Florlde StehKes,ef(ective Oaober i,2012,Ilansecs Iioer�sed under Chapter 455,F.S.must provtGe the Departmert wlth an emafl address If they have
i one.The emalls pmvided may be used for offldal communicadon with the Iiansce.Noxrever emall aQO�essrs are publlc reoord.i!you do not wish to wpply a
personal address,ptease{uovtde the DeparOnertt witM an email addms wFdch on be made avallable W tlx public To determirte If you are a Ilaer�ee under(�apter '
455,F.S.,please didc�.
Produet ApprOvel Attepts:
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SINGLE HUNG EL.EVATIOfV(NON-IMPACT) GENERALNOTES:
i.7HE PRODUCT SHOWN HEREIN IS OESIGNED AND Wl�S���,•��
; MANUFACTURED TO COMPLY W RH THE FLORIDA BUILDfNG CODE �gpp gyy qqTH AVE.
i (FBC),CURRENT EDITION. OCqLp,FLORfDA 34474
2.OLAZWO OPTfONS:(SEE SHEET 2) www.cws.cc
57 1�4'MAX.OVEHALL
FLANOE WIDTH 3500 ALUM.
671l4•MAX.OVERALL—�{ 3.CONFIGURATIONS:'O/X'.
FLANGE WIOTH I 58•MA%.UNff'WIDiH
58•MAx.uNti W�DTH , 4.DESIGN PRESSURE RATINO(SEE SHEETS 3-5): SINGLE HUNCi
��4��� •NEGATNE DESIQN LOADS BASED ON TESTED PRESSURE AND NON-IMPACT
i �1.118_GtAss OLO i A p I GLASS TABLES ASTM E-1300-04.
i �p �� � •POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER
INFILTRATION TEST PRESSURE Mt0 Gl11SS TABLES i �n co a
i �— ����- ASTM E-1300-04. � � ,� a F
I sz va• a I o a
i0��� OVERALL E 5.ANCHORAGE:THE 331I3'/o STRESS fNCREASE HA$NOT BEEN S1 � o,� o
�oE FLANaE �1 USED IN 7HE OESIQN OF THIS PRODUCT SEE SHEETS 10-12 FOR
HEt(iHT INSTALLATION DETAIL.WIND LOAD DURATfON FACTOR Cdot. I w m
� �;G� I o WAS US�D FOR WOOD ANCIiOR CALCULATIONS.
GLASS N
I I e� O p��p� g�• O � G�ASS 6.NOT APPROVEO FOR IMPACT RESISTANCE.IMPACT PROTECTIVE � ��a � p
uNl7 MA7C I D�O SYSTEM IS REQUIRED(N WIND BORNE DEBRIS REGION. � � e �,� v�
� I HEIGHT HE aHT gi o Ri Z W
i i 7.ALL FRAMES SCREWED T06ETHER.SMALL JOINT SEAM SEALANT , �, �^ O �
USED AT ALL FRAME JOINTS. I � � w�o �
� c~i
j I � 8.SERIES/MODEL DESIGMATION SH-3500. � � q� ¢ Q �
; i i
� � 9.THE DESIGNATlON X AND O STAND FOR TIiE FOLLOW INO: � � � � �
� � 3015Ctfi v �5 9Ii6• v I X=OPERABLE SASH,O=FIXED SASH. p V m ¢ O
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� NOR7H PORT,FL 34288
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GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
GENERAL NOTES 8 ELEVATIONS.....1' � tu N B : DA :
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SECTION VIEWS 8 ALT FHAME.........6 ��' -
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FL PE#58201
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COMPARATIVE ANALYSIS
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REFER TO FIGURE 3.1 FOR EXAMPLE THRU FRAME/iHRU CUP ANCHOR COMBQJATION. 1:1 3 OF 17
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1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941.980-1574
s o .
COMPARATIVE ANALYSIS
-EOUAL SPLIT
, , o r+e: , e:
NOTES: ADE 03l16/09
ow r. ..
1.IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SI2E. CWS-466 D
2.IF THRU FRAME APtCHORS AHE SUBSTRUTED W ITH INSTALLATION CLIPS,DP IS UMITED TO+30/30 PSF AND UNR W IDTH IS LIMITED TO 51.875'. SHEET
1:1 4 OF 11
DP CHART C:ORIEL
...__ ...., ._ .. _._ ._._....__..._._..._....___.._.._..__..._.....__.._._..
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1239 JABARA AVE.
PIORTH PORT,FL 34288
PH.941-380-1574
SHE�p .
. COMPARATIVE ANALYSIS
•ORIEL
, , o�w er: onT :
ADE 03/16/09
NOTES: p �; ..
1.IF SIZE INTENDED IS NOT SHOWN,USE NEXT LAR�EH SIZE. CW S-466 D
2.IF INSTALLATION CLIPS ARE USED AT SPACING SHOWN ON SHEET 9.DP iS LIMITED T0+30/-30 PSF. ' SHEET
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n�T,FIN FRAME ALTERNATE FIN FRAME
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ADE 03/16/09
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NOTE:ITEAAS 11,14,23,26.92,34,35,42,43-46,59,63,65,66 ARE USEU BUT NOT SHOWN FOR CLARITY. ' SHEET
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$HEAR W�'J_L OPT10N I
1} 5/8' T111 W000 S/D/NG OVER VAPOR BARR/ER, OR (SEE PG. 4—D) ,
V/NYL OR ALUM. S/D/NG OVER (OSB OR COX) 7/i6"PLYWOOD (Typ,) 3'x4'x.024' COMPOSl7F R/DGE CAP �
(NOTE: PLYWOOD W7THIN 8" OF f1N/SH GRADE MUST BE P.T.), ROOF PANELS (ATTACHED (INSTALL PER
ATTACNED W/8d � 6%12" O.0 EDGES/lN7FRM. & � 3� O.C. PER PAGE 4—D) W/ PACE 4—D)
T&B dc ALONG�ALL HEADERS & PLATFS (FOR SHEAR & UPLIFT) F/BERGLASS SH/NGLES PER
R P A H RR. GLIP ASTM 3161 ATTACHED W/
2) STORM BRACE 1 8" 77-IERMO PLY NA/LED PER SCREWS OR GLUE PER
I MANUFACTURER SPECS (M/N.
MFR S SPECS. �W17N X—PATTERN OF M.N. SIRAPP/NG, 2;�Z p�TCy� 2"x6 x O50'
NA/LED W/(J)I8d AT EA. STUD OR PLATE SM.B. R/DGE
QB SCREWED W�(1) ,{�10 SMS AT EA. MEMBER. BEAM �
NO7E' SECURE ALUM/NUM PANS TO TOP PLA7F
(A) ALL U71L/TY ROOM WALLS ARE CONS/DERED SHEAR WALLS, OF END WALL W/,}'10 S.M.S. � 12" D.C.
EXCEPT 7HOS I ATTACHED TO THE HOST S7RUCTURE. 3' STRUC7iJRAL ALUM.
ROOF SYSIEM (TYP.)
(B) HURR/CANE CUP TOP & BOTTOM OF EACH WALL
S7U0 �24' O C. (MAX.) DBL 2'x4' TOP PLA7F OR (1) �x4' (IF CONT.)
US/NG S/MPSON H25 W/(10) 8d (OR EqUIVALENT FOR 400�
UPUFT) 2'x4" WOOD S7UD � 16' O.C. (MAX.)
(C) �f8x2' SCREWS MAY BE USED lN UEU OF 8d NA/LS
(REQUIRED FOR METAL S7UDS)
(D) USE 2x BLOCK/NG AT HORlZONTAL JOINTS FOR WALLS > 8' SEE SHEAR WALL OPAONS
TALL.
N07F• A,LL UALITY/SHED 1/4' 0 CONC. A.B. A 24' O.C. (1 1/4' M/N. EMBEO.)
WINDOWS dc DOORS SHALL BE 2'x4'P.T. WOOD PLATE
DESIGNED FOR 30 P.S F. /EXP. B'
42 P.S F. /EXP. 'C'
, • ,
' 2 :'� ;...
�� ,. �• �
NOTFS' I � :. :
1. 3—WALL U7/UTY SNfDS MAY BE ATTACHED DIRECRY TO HOST S7RUCTURE. J� ••�" •" •• •'
2. SECURE EN i WALL VERACAL S7UD TO NOST STRUC7URE W/�]Ox3' � 12' O.C. �g�� NEW 4� 2500 PSI CONC SLAB W/MONO.
MlN. FOOTER OVER 6 MIL. VISQUEEN
, TYP. WINDOW f DOOR HEADER DETAIL
SHALL BE LIMIIE� T0: 1—�j'S CONT(TYP.)
— 3 1/2'MAX. WID7H W/(2) 2'x4"f�2 S Y.P. HEADER W/(1)
W/(2) 12d INTO EA. END OF HEADERS AILED W/ 12d � 8- o.�. UTILITY ROOM DETAIL lw= . 77
(NON—HABITABLE STRUCTURE) N.T.S. ;
� GENERAL NOTES
J
3 1. 1/4'm CONC. A.B. INCLUDES:
� I 2 X_ S.M.B. A. 1/4"0 x 2 1/4"DRIVE NAIL ANCHOR (EQUAL T0: INFJ—!T�DN1411).
V C. 1/4'� x 2 1/4'A.B. (EQUA�UTO KWIKLBOLT) �
� (2) EA. 1/4'A SIL. BOLTS OR I
y (6) ,{�10 X 3/4' 7FKS EA. S/DE
�
� � N07ES•
Z \ [2 1/8'REC. CHANNEL W/(6) EA. ,{10 SMS 1. 2500 PSI (M/N.) CONCRETE
(2'MIN. EMBED.) INTO NOST STRUC7URE (WOOD) OVFR 6 MlL VISQUEEN
� ORIG/NAL UNDISTURBED GROUND 2 (M/N.) (1) y5 CONT. REBAR
1/4'0 TAPCONS x 2 1/4' � 1 1/2' O.C.,
STAGGERED (MlN. OF 2 PER CONN.) f7N/SH GRADE 6x6-10/10 W.W.M. OR
�
2'x2 x.050"ANGLE EA. S/DE OF BEAM FIBERMESH CONCREIF
FASTE'NED SAME AS CHANNEL • •a }
'a G Q
�12. o - .a . . • 4" NOM.
BEA M TO WA L L M/N. . : �
Z . � a
N.T.S. 00 � �• ° � � �
��� ' . , �° `�iy�i51 '
FOR2XBAN02X9SMB(S)— . �
ADD 50R MORE CONNECTORS ° •� a
(SCREWS AND BOL 15), I�$" M I N.—��
FOR 2 X 10 SMB —
ADD 100X MORE CONNECTORS. . - MONOLI THI C FOO TER
\ N.T.S
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I � 1 � I DA ND NORRIS ENGINEERING
� 1_ � � I \`I\ J 12 COLEMAN RD.
� - WINTER HAVEN, FL 33880
� � (863) 299—f048 P.E. 32186 PC�. 2—A
i C.A. 8283
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STANDARD 4 ' WIDE SNAP-N-LOCK COMPOSITE ROOF PANELS
' MAX.'�ALI,IOWABLE SPANS (DEFLECTION = 1/80 MAX.) 14 S.M.S OR 1 4"� LAG � 12" O.C.
COMPOS/TE PANEL SK/NS SHALL BE OF ALUM/NUM ALLOY - ALONG ENJ7RE PER/METER (OR �ff10
� 3105-N14/N25 (1.0#/C.F. E.P.S FOAM) S.M.S � 8" O.C.) W/ 1"� (M/N.) [3" OR 3"
WASHER (1 1/2" MIN. EMBED. lN RECEIVER GUTTER IS
' W000) REQUIRED ALONG ALL
EXPOSED PER/METER
�F M/N. SLOPE.• 1/4'%FT. PANEL EDGES
.024p ALUM/NUM yj`10 X 3/4" SM.S
� 12' 0.C. TOP
AND BOTTOM
ROOF PANELS WDOD OR ALUM.
WALL OR BEAM
N.T.S.
REC. HEADER, R.F. (USE EXTRUDED ON MASONARY)
RDOF �4 TTACHMENT DETAIL
�12''0 O.C. T & B ROOF PANELS
FASTENER TO BE DETERMINED
�
HOST STRUCTURE
#10 SM.S X 1 1/2" � 4" (MAX.) O.C.
INTO WOiD BEAM/FASCIA
�
' (2) #� i 16" O.C. INTO WALL STUDS
(2) #10 X 2" � 24" O.C. THRU OPT/ONAL ATTACHMENT (UNDER OVERHANG)
3/4" (MIN.) FASCIA INTO TRUSS OR #10 S.M.S. � 12" O.C. THRU T & B OF
RAFTER iAILS* PANEL/HEADER
1/4"OgTA�CONS � 8" O.C. STAGGERED INTO CONC.
W/#1 D S.M.S THRU REC. HEADER INTO PANEL BOTTOM
N�• f) 1/4" MIN. EMBEDMENT INTO CONC.
1 1/2" M/N. EMBEDMENT INTO W000
*REPLACE ALL DETERIORATING
WOOD; W/FASCIA SECURED
TO RAFTER (7RUSS) TAILS
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✓ _ ' �-1-__, '�' (,�, ! l DAVJD NORR/S ENGINEER/NG
, - - - - I 112 COLEMAN RD.
� ' WINTER HAVEN, FL 33880
(863) 299-f048 P.E. 32186 Pg. 4-D
C.A. 8283