HomeMy WebLinkAbout17-18928 CITY OF ZEPHYRHILLS
� �` 5335-8TH STREET
(813)780-0020 �8928
BUILDING PERMIT
- PERMIT�INFORMATION � �� ' � � LOCATION INFORMATION
Permit Number: 18928 Address: 5931 FOREST LANE
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
� Square Feet: Subdivision: FOREST VILLAS
Est. Value: Parcel Number: 10-26-21-0110-00000-0060
Improv. Cost: 1,126.00 OWNER INFORMATION
� Date Issued: 10/13/2017 Name: WESOLOWSKI ROSE ELLEN
Total Fees: 67.50 Address: 5931 FOREST LANE
i4mount Paid: 67.50 ZEPHYRHILLS, FL. 33542
Date Paid: 10/13/2017 Phone: 813-715-1328
Work Desc: GARAGE DOOR CHANGEOUT 9 X 7
CONTRACTOR S APPLICATION FEES
I PRECISION GARAGE DOOR BUILDING FEE 67.50
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Ins ections R uired
FOOTER 2ND ROUGH PLUMB MISC INSULATION EILIN
FOOTER BOND DUCTS INSULATED SEWER MISC.
, ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: c With res ect to Reins ection fees will com I with Florida Statute 553.80 2 c the
� ) P P pY � )� )
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 re uirements of this ermit there ma be additional restrictions a licable to this ro e that
G p , Y pP p P �Y
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.
CONTRACTOR SIG A RE PERMIT OFFI R
PERMIT E P ES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
s�sasaoozo Cify of Zephyrhills Permit Application Fax813-780-0021
Building Depattment
1 Date Recetved P`b'C. Phone Contactfor Permttting ��3 g?�O - ��3 L�
Owners Name '�7f� w r d�d W � � Owner Phone Number 8�3� r��'��Z�
Owners Address s�� rb�'Ef T �✓� Owner Phone Number
Fee Simple TiUeholder Name Owner Phone Numbe�
Fee Simple Titleholder Address
JOBADDRESS �I j I rOr'C? -� �, LOT� �
SUBDIVISION ��"CS'T y�,I � PARCELID� I�z�Pz- �� dOQd� d�rOO
` (OBTAINEDFROMPROPER7Y7AXNOTIC�
WORKPROPOSED e NEWCONSTR� ADD/ALT � SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM � OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q
DESCRIPl10N OF WORK G� e au. � r-a eb X 7 � � ?��Q Z-
BUILDING SIZE SQ FOOTAGE�� HEIGHT �
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�HUILDING S ,z� � VALUATIONOFTOTALCONSTRUCTION
QELECTRICAL $ , . AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
QPLUMBING $ 4 ��'t ����S,
� �wJ
[�MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION a� � d(a�>�
OGAS Q ROOFING Q SPECIALTY� OTHER � �� �
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO � l��
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TriTi;��R1�n�lTrT�iT��TP'�TTTrrn�TT�TTrTTr�i"�i��TP"T�iTf�Ti;Tl7�lT;�
BUILDER ��' �COMPANY P/� i f�My l�aa� f V�G-E'
5fGNATURE REGISTERED N FeEcutta�n N
Address /3737 �v o6� - /d Clla 3�Z License# �/' G/LS' /ro.3
ELECTRICIAN '"� COMPANY
SIGNATURE REGISTEFtED Y/ N F�cututen Y/N
Address License#
PLUMBER COMPANY
SIGNATURE ReelsT�aeo Y/N FEECURREA Y/N
Addre;s License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N �ecuw�en Y/N
Address License�
OTHER COMPANY
SIGNATURE REGISTEftED Y/N F�cuwzen Y/N
Address Ltcense#
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RESIDENTIAL Affach(2)Plot Plans;(2)sets of Building Plans;(7)set of Energy Forms;R-O-W Permitfor new constructfon,
Minimum ten(10)working days after submiHal date. Requtred onsite,Construction Plans,Stormurdter Plans w/S1t Fence installed,
Sanftary Facilitles&1 dumpster,Site Work Pertnit for subdivistonsAarge pro)ects
COMMERCIAL Attach(2)comp(ete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new const[uction.
Mlnimum ten(10y working days afler submittal date. Requ'ved onsite,ConsWc6on Plans,Stortnwater Plans w/Silt Fence tnstalled,
Sanitary Facfli8es&1 dumpster.Slte Work Pertnitfor all new projects.All commercfal requfrements must meet compliance
SIGN PEF2MIT Attach(2)sets of Engineered Plans.
""PROPERN SURVEY requfred for all NEW construction.
•a-F-f-I-i-I-F-f-t-{.a-F-F-1-I�F-1--1-i��i-i--Fa-f-�-1�-�-1-(-E-1a-f�-f-i-i-I-I.�F-F-�i-I..I-[-F-f-I-i�-1-f--I-4-1--1-I-a-R-1-i-i-2-Fa-a-
DtrecUons:
Fill out application completely.
Owner&Contractor sign back of applicaUon,notarized '
, If over$2500,a NoUce of Commeneement ts required. ,(AIC upgredes over$7500)
" Agent(for the contractor)ar Power ofAttomey(for the owner)would be someone with notarized lelterfrom owner authorizing same
OVERTHECOUNTERPERMITTING (copyofcontractrequire�
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIot/SurveylFootage)
Driveways-Not over Counter if on public roadways..needs ROW
N01"iCE OF DEEL1 RESTRICTIONS: 'fhe undersigned undersfands fhat fhis permit may be subjecE fo"deed"resfr�cftans° � '
which may be more resfricfive than Caunty regulations. The undersigned assumes responsibilify for compliance with any
appfIcabfe deed restrictiosrs. �
UNl.iCENSED GdN'fRAGTd12S AND GdNT12ACTOC RESP4NStBtL1T1ES: If#he awner has hired a cantractor ac
contractors to undertake work,they may be required to be licensed In accordance with state and local regulations. If the
confractor ts no#licensed as required by law,both fhe owner and contracfor may be cited for a misdemeanoc violation
under sfafa!aw 1f fhe owner ar isrfended confracfar are unceftain as fo what ticensing requirements may appty for fhe
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Seckion at 727-847-
8009. Furthermore, if the owner has hired a conVactor or contractors, he ts advised to have the contractor(s) sign
porttons af fhe"confracfar Btack"of ftris application for wh'sch they wilt be responsi6te. If yau,as the owner s[gn as the
contractor,that may be an indication that he is not properfy licensed and is not entitted to permitting priviieges in Pasco
County.
TRANSPORTATEON iMPACT1tlTiLITtES IMi'AGi'AMD E2ESOURCE REGOVERY FEES: The underslgned understands
tl�at Transportation Impacf Fees and f2ecourse Recovery•Fees may app(y fo fhe consfnaction of new bviidings,change of
use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance nurn6er 89-07 and
90-47,as amended. The csn8ersignetf alsa understands,tha#such fees,as may be due,wi(I be(dentified at the Sme af
permitffng. It is furfher undersfood that Transportafion tmpacf Fees and Resource Recovery Fees musf be paid prior to
receiving a"certificate of occupancy°or final power release. If the praJect does not invo(ve a certificate of occupancy or
finat power refease,the fees must be paid'prior fo permit issuance. Furkhermare,if Pasca Gounty WaterlSewer lmpact
fees are due,fhey must be paid prior fo permit issvance in aecordance with applicabfe Pasco Counfy ordinances.
CQNSTRUCTION L,IEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of wark is$2,500.00 or more,I
certify that 1, the appficanY, have been provided with a copy of the °Florida Constructlon I..ien Law—Homeowner's
Profec5on Guide"pcepared by fhe Fiorida Depastmanf of Agricutture and Consusner Affairs. if the appiicant is sameone
other than the"owne�",I certify that i have obtained a copy of the above described document and promise in good faith to
' deliver it ta#he"owner"prior to commencement.
GONTRACTdR'SIOWtdER'S AFFiDAV1T: t cerfiiy fhat all fhe Information in thfs agpiication is accurafe and that aft wark
will be done in compliance with all applicable laws regulating construction,zoning and land devetopm�nf. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
' commenced priac to issuattce of a permit and#nat all wark wiii bs parfarmed fa meet"sfandards af ail laws regutat(ng
constructian, Coun#y and City codes,zoning regulations, and land deve(opmenf regufa6ons in#he jurisdictibn. 1 aisa
certify thet 1 understand that the regulations nf other government agencies may apply to the intended work,and that it is
my responsibi[ify fa identify what actians I must fake to be in comptiartce. Such agencles fnclude but are nat limited ta:
- Department of Environmenfal Profecfion-Cypress Bayheads,Wetiand Areas and Environmenfaliy 8ensifive
Lands,WafeNWasfewa#er Treatment.
- S4U�IWPSf Florida Water ivlanagement District Welis, Gygress Bayheads, Wetfand Areas, Altacing
Wafercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Watetways.
- bepartment of Health & Reha6iil#aEiva SecviceslEnvironmenta! Flealth Unit Wefls, Wastewater Treatment,
Sepfic Tanks. -
- US Environmental Protection Agency-Asbestos a6atement,
- Federa!Aviatian Authorify-Runways.
i undersfand fhat fhe fo((owing resfrictions apply#o the use of f 11:
- Use of fill is not allowed in Flood Zone"V"unfess expressly permitted.
- 1f the ftU materia! is to be used in Fload Zone "A', it is understood that a drainage plan addressing a
"campensafing volume"wi116e subrr7itted at time of permifting whlch is prepared by a prafessionai engineer
' licensed by the State of Florida,
- if the fil!maferia! is to be used In Flood Zone "A"in connectian with a permitted building using stem wall
canstructian,l certify fhaf ftll will be used onty fo fi[I fhe area witilin fhe sfem wall.
- If fill material is to be used in any area, I certify that use of such fifl will not adversely affect adjacenf
properkles. If use of fill is found to adverse(y affect adjacent properties,the owner may be cited for violating
the conditions of fhe building permit lssued under fhe aftached permit appiication,far tafs less fhan ane{1)
acre which are elevated by fill,an engineered drainage ptan 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 affdavit prior to commencicrg consfrucfion. i undersfand thaf a separafe permiE may 6e requlred for e(ectrlca[work,
plumbing,signs,welfs, poo(s, air conditioning, gas,or ofher insfallations not specifically inciuded in the appiication. A
permit issued shall be const�ued to be a license to proceed with the work and not as authorify#o violate,cancel,alter,ar
set aslde any pcavisians of fhe fechnicai cades,nor shail issuance of a permit prevent the Bu'slding Otficia!from theceafter
requiring a correction of errors in ptans,consfrucfion nr violations of any codes. Every permit issued shalt become invalid
unless tfie work authorized by such permit is commenced with(n six months of permi#(ssuance,or if work autharized by
the permit is suspended ar abandaned for a period of six{6)months after fhe time the work fs cammenced. An extension
may be requesfed,in writing,from the Bui(ding dfficiat for a period not fo exceed nineiy(90)days and will demonsfrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is oonsidered abandoned,
WARNING TO OWNEE2t YOUR FAiLURE TO t2EGORD A NdTICE OF CONtMENGEMENT MAY E2EStILT 1N YOUE2
PAYING TWICE FOR IMPROVEMENTS Td YOUR PROP�RTY. IF YOU INTEND TO OBTAIN FINANCING,CONSUL.T
WlTH YOUR LENDER OR AN ATTORNEY SEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FL4RIDA JURAT{F.S.117.03}
OWNERORAGENT CONTRACTOR
Sub crib�d and swom to{ar�a�F�rmed)before e this Subacri ed d swom to(or a�r )before ma this `��
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V� i e ersonaify kn— o�n —�or haslhave produc� Who'!a personaity tmawn to me or has/have produced�f
�5 r ti' �> as identifioadon. as IdenGfication.
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Florida Building Code Online Page 1 of 4
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BCIS Home � Log In � User Registration ; Hot Topics � Submtt Surcharge � Stats&Facts � Publications { FBC Staff � BCIS Site Map � Links � •Search I
Florida
''fi+t, J' "� Product Approval
�' � 1; � USER:Public User
t�.""..!.�dYdST
Produc[Aooroval Menu>Product or Aoolicatlon Search>Aoolication Ltst>Applicatlon Detail
FL# FL17189-R1
Application Type AfFirmation r1`
Code Version 2014 �`v��V
Application Status Approved �!1''Y O����� ��
Comments ����5 E�,qA�I�E�H��L�
Arcnived ❑ o �j
��
Product Manufacturer Amarr Garege Doors/Entrematic
Address/Phone/Email 165 Carriage Court
W i nston-Sa lem�2a 1,5�5
(336)251-130 uvUR{�������Q
robert.richard (.�r�ti��q� �/(P�Y W'�.��
�Ar�ow '� ��UILDIPVG C0� R�VAILIM�
Authorized Signature Brandon Gen�ND 7H���TM���E�COD�� ��
brandon.gen��r��r�'tES 1-IYRHI��
Technical Representative Brandon Gentle
Address/Phone/Email 165 Carriage Court
Winston-Salem,NC Z7105
(336)251-1308
brandon.gentle@amarr.com
Quality Assurance Representative Danny Joyner
Address/Phone/Email Amarr Garage Doors
165 Carriage Court
Winston-Salem,NC 27105
djoyner@amarr.com
Category Exterior poors
Subcategory Sectional Exterior poor Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a
Licensed Florida Professional Engineer
Cl Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Thomas L.Shelmerdine
Evaluation Report
Florida License PE-0048579
Quality Assurance Entity Intertek Testing Services NA,Inc.
Quality Assurence Contrect Expiration Date O1/01/2018
Validated By Steven M.Urich,PE
❑ Validation Checklist-Hardcopy Rece(ved
Certificate of Independence FL17189 Rl COI Statement of Indeoendence 2014 odf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2005
ASTM E1996 2005
ASTM E330 200Z
ASTM F588 2007
DASMA 108 2005
DASMA 115 2005
'� http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvCo3EapiIlBd... 11/17/2016
1 Florida Building Code Online Page 2 of 4
Equivalence of Product Standards
Certified By
Sections from the Code
�I affirm that there are no changes in the new Florida
Building Code which affect my product(s)and my product(s)
are In compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity OYes �No ON/A
FL17189 Ri COC FBC Sth Edition Affirmation FL 17189.pdf
Product Approval Method Method 1 Option D
Date Submitted 03/30/2015
Date Validated 03/30/2015
Date Pending FBC Approval
Date Approved 04/04/2015
Date Revised 08/26/2015
Summary of Products
FL# Model,Number or Name Description
17189.1 Heritage 3000/Model 1200; (24ga) IRC-1209-130-11 Thru 9'-0 wide -
Oak Summit 3000/Model 1200
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17189 R1 II IRC-1209-130-11 Drawinq 7-10 FL.odf
Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdine PE-0048579
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+26.7/-31.6 Evaluation Reports
Other:Glazing not available in wind borne debris regions FL17189 R1 AE IRC-1209-130-11 Reoort 7-10 FL.odf
Created by IndependentThird Party:Yes
17189.2 Heritage 3000/Model 1200; (24ga) IRC-1209-130-11-I Thru 9'-0 wide
Oak Summit 3000/Model 1200
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17189 Rl II IRC-1209-130-11-I Drawinq 7-10 FL.odf
Approved for use outside HVH2:Yes Verified By:Thomas L.Shelmerdine PE-0048579
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+26.7/-31.6 Evaluation Reports
Other:Long Panei Glazing is 1/4"Polycarbonate with FL17189 RS AE IRC-1209-130-11-I Evaluation Reoort
aluminum freme 7-SO FL.odf
FL17189 Rl AE IRC-1209-130-11-I Reoort 7-SO FL.odf
FL17189 R1 AE Makrolon NOA.odf
Created by IndependentThird Party:Yes
171893 Heritage 3000/Model 1200; (24ga) IRC-1216-130-15 Thru 16'-0 wide
Oak Summit 3000/Model 1200
Limits of Use Installation Instructions
Approved for use in HVH2:No FL17189 Rl II IRC-1216-130-15 Drawinq 7-10 FL.odf
Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdine PE-0048579
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+25.6/-29.1 Evaluation Reports
Other:Glazing not available in wind borne debris regions FL17189 Ri AE IRC-1216-130-15 Reoort 7-10 FL.odf
, Created by IndependentThird Party:Yes
17189.4 Heritage 3000/Model 1200; (24ga) IRC-1216-130-15-I Thru 16'-0 wide
Oak Summit 3000/Model 1200
Limits of Use Installation Instructions '�
Approved for use in HVHZ:No FL17189 Rl II IRG1216-130-15-I Drawinq 7-10 FL.odf
Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdine PE-0048579
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+25.6/-29.1 Evaluation Reports
Other:Long Panel Glazing is 1/4"Polycarbonate with FL17189 Ri AE IRC-1216-130-15-I Evaluation Reoort
aluminum freme 7-SO FL.odf
FL17189 Rl AE IRC-1216-130-15-I Reoort 7-SO F�.pdf
FL17189 Ri AE Makrolon NOA.odf
Created by Independent Third Party;Yes
17189.5 Heritage 3000/Model 1200; (24ga) IRC-1218-130-24 Thru 18'-0 wide
Oak Summit 3000/Model 1Z00
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtD qvCo3 EapiI1B d... 11/17/2016
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pTTACNED V/(2)1/4'%3/4' V/Ca)1/<•x 3/4'
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3/9•HE% p�HRAC�T ��•• 0 TO END ST LE V/f3)R/1•TxA3%4�' � ��P nxTIIR�EpTT CM�V/C�
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o Il o 13 Ga ATTACNED AT FACH CEHTFF STILE
NDI1/HEAD SCREVS � V/(�1/4•%3/4'
O O F{E7(Fffl1D SCREVS
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AND(U RETPSNER VSED fOR
2•x 20�p, TNREADED SHAFTS PER ROLLER
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V/�CNlT HTN SEaL��
L A R G E M I S S I L E SN�E�CTION A-A (SIDE VIEW1
; ; IMPACT RESISTANT
�v �aeenav or�9an onh er
SPECIFlCAiIONS AND NOlES
AIAX SIZE ^ .�•••••,. �a
, . � 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL 1F2ACK, 9;YnDTH •� �z
FROM.'fHE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. 7a HEIGHT �g ti.Sf'I��/,���p�
� ! 7HE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD OESIGN LOADS $� ••� ��� "�.,+p••�'• �"°
+120.2 LBS/FTCA&JAMB 2 ZEL S/FT MAXIMUM DESIGN LOADS OF: +2s.7 PSF �� :�'��1�,••• •� ; '�z
3. DOOR AND HARDWARE WILI BE DESIGNED, MANUFACTURED —31.6 PSF 66: ; No. 679 o�e"
A AND INSTALLED WITH STANDARDS AS SET FOR7H BY DASMA. 'fEST LOAos 9�;.]�� /G� �� o g�
(te.omcN iaos� ,. °c
ea• 4. DOOR SEC710NS SHALL BE 24 GA. (0216) MIN. EXTERIOR SKIN E o ' ' OF .;
ROLLED FORMED, W/BAKED ON POLYESTER FINISH +ao.7 p5F L� L,��•.�.. �
g•-a• —47.4 PSF ��{OP�� :°c
5. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 �q
INSIDE ELEVATION 6. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED LARGE MISSILE '� �'•.���•• „�
N.T.S BY A RECISTRED PROFESSIONAL ENGINEER FOR`MND LOADS I r�a a C T E 3 F L ••��
(1)8/76'DIA 1-5/8' (3)2-5/B'%3-1/2'18GA RESlSTANCE � •
L1C BOLT ATTAtl1ED TO J�.118 S7EEL eACNER PLATE GLUED T[1 2%e SYP OR SPF
AT EA.J B BNACKET INSIDE EDGE PT TOP PND HOTTOH (N0.2 OR BET7Eli)
Of EACH STILE LOCATIDN /Y)"j^
hIE METHOD OF TESTING WAS IN SUBSTAN7IAL CONFORMANCE ��4• �
WITH hIE PROCEDURE DESCRIBED IN DASMA 108&115, ASTM INTERIOR OF GARAGE
E330, E1886,E7996, &F588. hIE PRESSURES SHOWN ON ENTREBif1ATIC
TFiE DRAWINGS WERE CALCULP.TED USING ASCE 7-10 WITFi MAX.WIDTFI 9�0� 165 CARR7AGE LLl1RT VINST@I-SALEH N.G 27105
iHE FOLLOWING PARAMETERS(5 FEET OF DOOR WIDTH IN 7HE MODEL #1200 HERITAGE SOOO
zo ca c,a.v.s7etti END ZONE, ROOF AT ANY SLOPE): MODEL #S2OO OAK SUMMIT 3000
[riu sntE WIND SPEED(MPH) 168 152 145 138 133
DESICN LOn�S SHORT, LONG, FLUSfi & OAK SUMMIT PANEIS
V�-20 X S/BTRRCK EXPOSURE LEVEL B C C D D +120.2 LBS/FT SEE NOTE 2 41E OAA1tlIBY IAA VAIE 01/7B/N ORARiHGM1YfiR
SPLICE HOIT PND NUT MEAN ROOF HEIGHT 30' 15' 25' 15' 25' -�42•2 LBS/FT
OR(2)RIVETS iRACK MOUNPNG DETAIL 2'CALK STEEL 7PACK B arzaan ar Deh IRC-1209-130-11—I
N.T.i TRACK THICKNESS.051' �
9�ET 1 OF J
•I !I
aeh• r+ax.n�o
O55'6060 IXTRUDED ALUMNUH '
IMPALT INTERiOR PRPME (l4)68%1'PWLLiPS 1D�,
/V/375'HITE ON GLASS F�AD SHEETHETAL SCREVS
OPTIONAL SHORT AND LONG PANEL GLAZING LAYOUTS USED TO�AS7EN 7HE ALUMINUM MAX�DLO
�GT�Yi nSTil[�oo-a 1/4'MAKROLON P�IYCARe�Nn7E ALIAIIEMIM E%T�FRIORT�FRnHE
TOP SECTION NAMIFAC7URED BY BAYER
� PA�EL 7MPAGT CLAZIN[FASTENER DETAiL
N.T.S.
� / // // � ////// / t O55'606D E%TRUDm ALUMINUM (H5078)H T MELTNSEALAM
7MPACT E%TERIDR FRAXE MANU�ACTURED BY BOSTM
SECTION B-B IMPACT WINDOW DETAIL
N.T.S. IB-1/8'DLO— �
iNTFRMEDtATE SEGT70N
h
y •� ,
� � 30-5/8'DLO '1
/ // // / � �
,033'GALV STEEL iNTERI[IR IIV�ACT VINDW fRhHE �� �
.oa3•caLv sT[E1.�ci[RIOR IMPACT viNDov FxaNE v/S'BI7E oN cLnSS IMPACT GLAZING FASTENER DETAIL
- N.TS.
ECORnitvE PLASTIL iNhCT10N 27�'N'��'���� GLAZING MEETS ASTM E1300-04 '
TOP SECT70N OL➢ED E%TER10R VIN➢OW FRAHE
24 G0.STEEL DONt SKIN
5/16'WERALL
LB"CLFAR AMHEPLm GLASS
�90'FASTNAN PVB INTERLAYER
1/8'CLEAR AtdlE�LEO GLPSS
.///. .// . .///. .///. MANUFACTURED BY GIIAP�IAN ,
1 �
SUREBONU SH-190
STRUCTURAL A➢f¢SIV 2 f�y pE5�ppl(¢REN90H5 DAIE BY
3
.069•E%TRUDE➢RPVC INTFRIOR➢ECORATSVE VINDOV�RAME MAX SIZE m .•"������� . =
TNTi'RMF111ATE 3ECT70N 14�HEI HT �a -c� �'p �i
2 3/16'X 1/2'SCREV-USED TO �[�,-p.•+ ^o �
FASTEN THE STEEL E%TERIOR IMPACT NINDOV FRAHE TD DESICN LOADS w€ ' O +' �/•'• `
THE STEEL INTERIDR IHPACT V]N➢OV FRAHL i�26.7 PSF �¢ y•����� �2 : �i�
3.1 1/6 4'%1/2'SLREV-USED TD fASTEN DECORATIVE PLASTIC HDI.DED -31.8 PSF LL • �. '.� �
VIN�OW FRAME TO THE ASSEMHLY aQ: 0.406
� � , lEST LOADS �= . y . �d
! SECTIDN C-C IMPACT WINDOW DETAIL (+.s.oma+w�os� ?�1�• J�aj] �; •�<
.//� //� /� � N.T.S� +40.1 PSF EN 4TATL F . N�
-47.4 PSF �e ,•��.�Q�P'.� @�
LARGE MISSILE E3 • 0��.��'• 2�
IMPACT �
RESISTANCE H` FL ����
�C V �
ENTREdbfATIC
165 CARRIAGE COURT VINSTON-SNLEH N.C.27105 '
MODEL #1200 HERITAGE 3000
MODEL #1200 OAK SUMMIT 3000
SFiORT, LONG, FLUSFi & OAIC SUMMIT PANIIS
92E �R1BH BY IdR DAIE �/18/II qU1mIC HUYHA
B a¢a�er on� IRC-1209-130-11—I '
4RFf 2 CF 3
� yl
WOOD JAMB ATTACHMENT TO STRUCTURE
�
?X 6 VERTIGAL JAMB ATTACHMENT TO W00D FRAME gTRUCTLiRF
�uCE mACKs A7 7HiS LOCATION 5/16'%3'LAG SCREVS STARTING 6'FROM ENDS THEN 24'O.C.tl 1/2'ENHEDMEN'n
W/(4)1/4'-20 TRACN SPLICE BOL75&NUTS ?%6 VERTi[AL JAHH ATTACHMENT TO 2.000 PSi[ONCRETE �
scLUFlE TO JAMB WITH(3)5/i6'DIA z 1-5/B' � HILTI KVIK BOLT 3/8'%4'STARTING 6'FROM ENDS THEN 24'dC�(2 1/2'EMHEDMENT)
UC BOL75 HILTI SLEEVE ANCH�R 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 24'O.C.tl 1/4'EMBEDMENT) �
3TV//RAMSET REDHEAD(7RU-BOLT>3/e'%.4'STARTING 6•FR�M ENDS THEN 24'�.C.(2 1/2'EMHE➢MENT)
2%6 VFRTICAL JAMH ATTA[HMENT TD H�LL�V f.-90 BLOCK �
SIMPSON 1/4'X 3'TI7EN SCREVS STARTING 6'FROM ENDS.USE PAIRS OF FASTENERS �
f3'APART>AT 24'O.C.tl 1/2'EMBEDMENT> ,
HILTI I/4'%2-3/4'KVIK-CON 11+SCREWS S7ARTING 6'FR�H ENDS,USE PAIRS OF
FASTENERS(3'APART)AT 24'dt.tl 1/4'EMBEDMENn
?X R VFRTiCAL JAMH ATTA[HMENT Tfi f.RO i il -90 H X(000 Pc7 �RO R)
HIL71 SLEEVE PNCHOR 3/8'IC 2-3/4'STARTING 6'FROM ENDS THEN 24'dC.CI 1/4' �
EMHEDMENT>(OR,USE FASTENERS F�2 H�f.L�V C-90 HLOCK) �
■LAGS AND BOLTS CAN BE COUNTERSUNK TD PROVIDE A FLUSH MOUNTING SURFACE. �
cir iCo *PREPARATION UF WOOD JAHBS ITY OTHERS
14 C0.CRLV.SiEEL
[_H JA61B BRACKtTS
A7TACHED W/(7)t/4'-2o WOOD CONCRETE HOLLOW BLOCK GROUTED BLOCK �
7R�nc SaucE BOLT k NU7 i S7RUC7URE S7RUCTURE STRIICTURE STRUCTURE 1
w '
w I I I I
� � � '8 —�--.--}— {—� I
� � , � . q 1/� 2-3/4'MIN 1-1/2'MIN 4' .
p � � � � . 2X6 JAHB j
TYP. 3'MIN !
iRACK CONqGURA710N FOR 6'8'UP TO 14'TALL DOORS(SEE TABLE 1) I
N.T.S
AVrVUBLE TRACN COMi14VRATONS '
1LLS
�
TABLE 1 TABLE 2 TABLE 3 � �n�+aF�o� �� � �
DOOR 7RACK ATTACHMENT SPLICE DOOR SECTION HEIGHTS Max Design Loads
Section Center Stile Location MAX SIZE '
HEIGFff A B C D E F G H S HEIGHT Btm #2 #3 #4 #5 #6 #7 #S Allowed s'x�on� "'r "���� —�
d6'; �+ e21"+i42"r63^i;i''+ �! ; ��`;' 7p"'e' + i` x ��2;1�„4}q2;1�;��21,5 Width Panel Type (Measured from Left Positi� Ne it �4'HEIGH7 " '���„SFI•.• �
a; 6s.,10'e'. n, s u .�.����SS�G�.€.��t�.e.�aa a.�1.4;t0;a.�i�2i1'Y���1"�'r<}2iI��:G2;1i z e21x�,,. g'fw sa =� o�
7' 10" 21" 42° 63' 76" 13'6" 21" 21" 21" 21" 21" 18" 18" .21" (ft) Edge) (PSF) (PSF) DESIGN LOADS �€ :�p„-•'���i•'• ��
�'�nfi,@ 110�� w ti" 14 � kf� �Rl .�f' .,r_.. 4�,,. 1 +26.7 PSF �¢ ��� . ��
7iti�u'��__��1�:i.42,��,"{63� I`'f::'?:,�C��!-�".:��'t�"�82Q`k5d'' �?3n0:���1}','(r`k2;1�R.'.r'2c1t�.S'-�.1i8':'t 18:' 1:8" a`l,8"�d�:21�.�7 jif.a8��r^�`S:tshort��'�'..�-�?c�`.ti48;000..�!�:+�.'�c,r3e3O;O„�yC f:;i�5_SY:Ti —31.6 PSF W_! � Nn. B
8' 10" 21" 42" 63° 88° 12'6" 21"• 18" 18" 18" 18" 18" 18" 21" 8'0, Long 48,000 30.0 35.5 ���o�s a`': ���„ ;
1�85."v`�°`:E10�1 i:ZT�3�42"d�.6`3:$�89ts`+��'.e.`'�ik���FA��"��}i� 5e%1�2'�03:'�'e i2�1N$.�'•2t1u:�t",2�1:��2;1'.".v:�2�1ti'n'?,�1�8",sn'y21� :4�g�2�n��"gha �•`1 i'k' �"-�.4 DO' a:'• •�. °�y (is.omcr�w�4Q� � �"" ��a
t »..�,�. _�,.k;� ...�a'w%,:�n 3.�:e.r�..9r'0...,C�`r'�':�,.���+a i��1'k29'f4r'�;� 34.8:.�b —
+40,1 PSF - i
9' 10" 21° 42" 63" 84° 100" 11'6" 21" 21" 21" 18" 18" 18" 21" 8'2 Long 49.000 29.4 34.8 —a�.a PSF .Je :�'',/�jp�DP.+'• , ��
��9.ti6'° i1���2ac�¢42"y`353d f84:��,�,�`¢3�,'�;.�'„�t06�`Z 4'�s1.1�Q��2s1��vk9:8;:�ra1;8�*FtI�B;;d rv1;$'.'����;1,8'e'x±:21�Jk9 k�}�8',4�Sz�vShorfii;��;d?�x;�„;"t�::60;Q00y:a,�,��°h�18;8,+�`�i 1#,�F34r1k<rJf LARGE'MISSILE a� ' n3 �
0
10' 10" 21" 42' 63° 84° 105" 112" 10'6" 21" 21" 21" 21" 21" 21" Y 8'4 Long 50.000 28.8 34.1 EISISTAN �� ••�O� a"
��4{Bic''.t10�rc2'1j,7+ 42'aS�,63�°�+1105;a��:"✓�-,�y1i1.8i;,�, p�1i0�pii?.3�21;'„;21T��r?�.;��I;S"�?'s1!8;'�:%2;I;i# i;t!i8�6;�ary�a"Sliort s. ", 1.;514'000� °28;ti+', �t�+ y a `E F L • •••••
.,r...J �'z.:k 74'r.l'�:`,fl'1 ' ...n.-�a.'`�'�(A�`rL"u b� �4.w33.4i„�3 •....
11' 10" 21° 42° 63" 84" 105" 124" "r"�
9'6" 21" 18" 18" 18" 18" 21" 8'6 Long 51.000 282 33.4 a�,�,.
�''�.�1`1�.S8;Z`;;10.s;21;;142�[63s`9:84�i��0`�.:�s���*�39:�,'? ��'9ii0:�.�,'��i1.$i'!�a1:8��a1;8'>;�i:a1;8;a�1i8;'s:118':P !;'d;8;8;!P s��Sl�o"r,tu�,1 r�i�;52�000'a'a'i�'%�`,v r�2�§27r�7.�TM:.`.k'�324'8;".k'�''
12' 10° 21° 42° 63° 84" 105"126° 136" g�g�� 21" 21" 21" 1 S" 21" 8'8 Long 52.000 27.7 32.8
�{h�sy�i'l0�}2,1I!:4�ix�6,3"A+t89��I,Q5�1126.¢,.+'t.�i�,�42'an�i ��s8;��''���2?1:�$;t�1:84�a1i$k`'rI`�1'Si'�F2:1;;3 c�n+8''1,0;,,�a�:;S6or,t`Y?;;'�+ 53;OOp„+�`,,:r c.�•:`+27e2"" 32a1:.4 tes taaRraEN�RE��Ao�-s�nr N.c x»os
13' 10° 21" 42" 83" 84" 105"126° 148" �e. ,.�t, .'�.�w:`^'v._ ._ n�n'�,'rK�:w�. �3;�`x�_. .�
7'6" 18" 18" 18" 18" 18" 8'10 Lang 53.000 27.2 32.1 MODEL 1200 HERTTAGE 3000 '
iy1.9j6�,`¢fr,s10�,}2ti�,t,4�j�;t63��eq:�105E 126m 1;47_��15,4'��' n,q, �a54i000F,';+ 26 7"�' 3176•; MODEL �200 OAK SiJMMIT 3000 '
` ���:7'i0'r'�f��2:1z�':t214?r.2�1L''�'S2r1kA i a'�9i�r�i i;'�',�Sli_qrt�,.`i`,`,+Gi`�:``:"",;��„n:.__. .E�'^:'�''+.�,1°:i._:.�r"s=,d S;,d`� . .s'}'. #
14' 10° 21" 42° 63" 84° 105°126°147° 160" 6'6" 21" 18" 18" 21" 9'0 Long 54.000 26.7 31.6 SHOxT, LoxG, FLvsx sc oax SuhmtIT PANETS
ALL TRACK ATTACHMENT SPACING +/-2" ALLOWED sa ortae�sr mx on�[ m/seps onn�wcw�n
WITH SYP OR SPF N0. 2 OR BETTER ONLY
B QIEOQD BY on� IRC-1209-130-11—I
9�ET3U*3
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: � ���(:.t�l(/r `
Date Received: / ����'`�� �
�
Site: ��j' �j / @���
��_
Permit Type: D� ���`� �G
�
Approved w/no comment� Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
, �
Z� ���'��
Kalvin - — lans Examiner Date Contractor and/or Homeowner
(Required when comments are present)