HomeMy WebLinkAbout16-17496 ; CITY OF ZEPHYRHILLS
' S335-8TH STREET
(s�3)780-0020 17496'
BUILDING PERMIT �
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 17496 Address: 5740 16TH ST
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-08100-0210
Improv. Cost: 1,878.00 OWNER INFORMATION
Date Issued: 6/21/2016 Name: PIPES, TODD
Total Fees: 67.50 Address: 5740 16TH ST
Amount Paid: 67.50 ZEPHYRHILLS, FL. 33542
Date Paid: 6/21/2016 Phone: (813)767-0443
Work Desc: GARAGE DOOR REPLACEMENT 16 X 7
CONTRACTOR S - APPLICATION FEES "
PRECISION GARAGE DOOR BUILDING FEE 67.50
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Ins ections Re uired
FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection. �
NOTlCE: 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.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
�
TRACTOR S GNATURE PERMIT OFFI R
PER EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION '
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permif Application FaX-e�3-�ao-oozt I,
° Buil�ing Department
Date Received �, phone Contact for Permttting ��1 $76 — r J��
�� e vl! � !�O ' /7V
Owners Name �O R� / �'� Owner Phone Number
Owners Address .�7 y � �� f � Owner Phone Number
Fee Stmple TiUehotder Name Owner Phone Number
Fee 5imple TitleholderAddress
JOB ADDRESS S 7 D �� �k � � LOT# �
SUBDMSION z e k �y'��s PARCELID# ��Z�O Z�V��O V8���d���
(OBTAINED FROM PROPFR7`f 7AX NOTIC�
WORKPROPOSED e NEWCONSfRe ADD/ALT �, SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSEDUSE Q SFR Q COMM � OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q
DESCRIPTION OF WORK G�an e ow f �vc+r F �Do f. X . �� # 3 S"�?/. -.�
BUILDING SIZE SQ FOOTAGE� HEIGHT �
TITrITCTTR�ITrI�rR�rl"iR'1TR9'RTI"l"'C'C19"'ITTI"1'TR'Tl"P'I�TlTrrri�ITRI'R'7�l�rTP
, OBUILDING $ p�Q' � VALUATION OF TOTAL CONSTRUCTION
O O
QELECTRICAL $ , AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
QPLUMBING $ q '
�' - J ,� �
� ECHANICAL WSTALLATION �
QMECHANICAL $ VALUATION OF M
OGAS [] ROOFING Q SPECIALTY G] OTHER
I FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
TTrrr�i�1;�TTrT�T�Tr�� Tr1TrTTriTT�TiTrtrriTTrrrTTrTTn
sui�oeR �� COMPANY �t�:S�o �a.r - /�oor Se/'�% E
SIGNATURE REGISTERED N FEECURa�. N
Address 3 37 / b►�b�. ( 1� rL 337fo Z ucense# G�G ?-s ��0-3
ELECTRICIAN ' COMPANY
SIGNATURE REGISTERED Y/N FEE CURREA Y/N
Address License�
PLUMBER COMPANY
SIGNATURE RectsieR� Y/ N FeEcuwien Y/N
Addre�s L(cense#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N FEECURREp YIN
Address License�
OTHER COMPANY
SIGNATURE aecisr�� Y/N F�cuwxen Y/N
Address L(cense�
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
RESIDEN7IAL Attach(2)Plot Pians;(2)sets of Bufiding Plans;(1)set of Energy Fortns;R-O-W Permitfor new construction,
Mfnimum ten(10)working days after submiUal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsAarge projects
COMMERCIAL Attach(2)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,ConsWcUon Pfans,Stortnwater Plans w/Sflt Fence fnstalled,
Sanitary Facllities&1 dumpster.Slte Work Permit for all new projects.All commercial requfrements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERIY SURVEY requfred for ali NEW consWction.
-i-1�-a-ta-I--i-1-I--I-H�-I--t-i-I�-L.�-1--1--t-1-t-i�-1-a-1-1�-4-1-f-1�-I..E-1�-1�-1.a-F-�t�-t--i-1-��4-E-E-I-1-1-i-I-d-f-4-I-f�-f-1�
Directfons:
Fill out application completefy.
Owner&Contractor sign back of application,notarized
If ove�$2500,a Notice of Commencement Is requfred. (AIC upgrades over$7500)
" Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letterfrom owner authorizing sarne
OVER THE COUNTER PERMIT'fING (copy of contract require�
Reroofs if shingies Sewers Service Upgrades AIC Fences(PIoUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
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HO'i'IGE OF DEED RESTR1CTtONS: The undersigned undersfands that fhis permit may be su6jecE fa°deed"resfricfions°
which may be more restrictive than County regulations. The undersigned assumes responsibility for complianoe with any
applicahle deed cestrictEons.
UNLICENSED CONTRAGTORS AND G4NTRAGTOR RESPONSISILITtES: 1f ft�e owner has hired a confractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contrac#or may be cited for a misdemeanor violation
under sfafe law. If the awner or intended confractor are uncertain as to what I'scensing requiramen#s may appty for ihe
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
B009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sfgn
portions of the"canftacfor Slock°of this appl3cation for wh'sch they wilI be responsible. lf yon,as the awner slgn as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting priviteges(n Pasco
County. -
TRANSPORTAT{dN IMPACTJUTtLtTiES iNlFAGT AND RESOURCE REGdVERY FEES: The undersigned understa�ds
tha#Transportation impact Fees and Recourse Recovery Fees may appty to the consfrucfion of new buifdings,change of
usa in existing buildings,or expansion of existing buildings,as specified in Pasco Counfy Ordinance number 89-07 and
90-47,as amended. The undersigned alsa understands,fhat such fees,as may be due,will be identified at fhe tEme of
permifting. ft is further undersfood that Transportation Impact Fees and Resource Recovery Fees must be pald prior to
receiving a"certiflcate of occupancy"or final power release. If the project does not involve a certificate of occupancy ar
ftna(power release,fhe fees must be paid'prlar to permit issuance. FurEhermore,if Pasco Gaunfy Water/Sewer Empact
fees are due,fhey must be paid prior fo permif issuance in accordan�e with applicab(e Pasco Counfy ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.OQ or more,I
certify that !, the applicant, have been provided with a copy af the "Florida ConstcucBon Lien Law—Homeowner's
Prafecfion Guide"prepared by fhe�lorida Departmenf of Agrlculfvre and Consumer Affairs. lf the applicanf Es sameone
other than the°owne�",I certify that I have obtained a copy of the above described document and promise in gaod faith to
delivsr it to the"owne�'priar to cammencernent.
GdNTRACTOIi'S10WNER'S AFFtDAVIT: 1 certify fhat al!the informaffan in this appCtcation is accurafe and that all work
will be done in compiiance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and fnstallation as indicated. 1 certify that no work or installation has
' commenced priar ta issuance af a permit and#haf all work will be per�armed fa meet standards of all Iaws regulating
construction, County and City codes, zoning regulations, and land development regulations in fhe jurisdicti�n. I alsu
certify that 1 understand tha#the regulations of other government agencies may apply to the intended work,and that it is
my responsibi(ify to identify what actions t musf ta4ce fa be in compliance. Such agencies include bnf ara not]imited ta:
- Depattment of Environmental Protectian-Cypress Bayheads,Wetland Areas and Environmenfaily Sensitive
Lands,WaterlVl/astewater Treatment.
- Southwest FSorida Water Nlanagement Districk WeOs, Gypress Bayheads, Wetiand Areas, Aifering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Watenrtays.
- Depattment of Health & Rehabi3itative Serv'scesiEnvironmenfat Hea(th Unit-Weiis, Wastewatec Treatment,
Septic�xanks.
- US Envfronmental Protection Agency-Asbestos abatement.
- FeBerai Aviatian Aufhority-Runways.
t undersfand that the following resfrictians app(y to fhe use of fill:
- Use af fill is not allowed in Flood Zone"V"unless expressly permitted.
- !f the fiil materia{ is to be used in Flood Zone "A', it is �nderstoad that a drainage plan addressing a
"compensafing volume"wiil be submitted at time of permitfing which is prepared 6y a professional engineer
' licensed by the State of Florida.
- if#he fill material is ta Be used!n F(ood Zone "A"in connection with a permitted building using stem wa11
constructian,t certify thaf fi(1 wiCl be used oniy fo ft(I fhe area within fhe stem wail.
- If fill material is to be used in any area, I certify that use of such flll will not adversely affect adjacent
praperties. If use of fi!!is found to adversely affect adjacent properties,the owner may be cited for violating
fhe condit3ons af fhe building permif issued under#he atfached permit applicafion,for iofs[ess fhan one{1}
acre which are elevated by fill,an engineered drainage plan is required.
!f I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in
� this affidavif prior to cammencing construction. I un8ersfand that a separafe permit may be required for electrical work,
plumbing,signs,wells, pools,air conditioning, gas, or other instaUations not specifically inciuded in the appfication. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or
set aside any grovisians of fhe fecF�nlcat codes,nor shall issuance of a permit prevent the Suilding Otfic'sai frorn thereafter
requiring a correcfion of errors in plans,canstruction or violations of any codes, Every permit issued shali become invalid
unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by
the perrnit is suspended ar abandaned for a periad of six{6)manfhs after the time fhe wark is commenced. An extension
may be requested,in writing,from the Buiiding O�ciat for a period not fo exceed ninety(90}days and wi11 demonstrate
justifiable cause for the e�ension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YdUR FAiLtIRE TQ RECORD A NOTlCE OF CON{NiENCENlENT MAY RESUl,T IN YOUR
pAYING 7WICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND 7Q OBTAIN FINANCING,CONSULT
WiTH YOUR LENDER OR AN ATTORNEY BEFORE RECORDlNG YOUR NQTlCE OF COMMENCEMENT.
FI.ORIDA JURAT{F.S.117.63}
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OWNERORAGENT �,� CON7RACTOF2 „�-��-'�'� �
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Wh is/a pe a ly'nown .or has/have pro uced Wh Is/are rs� r has/have produced '
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CARBflN MONOXIDE SENSOR � Therg is a depc�`sit of 50°!o required an any aNt`ciat order do
'' OPERATORTOTAL � Allbw2-3weeksforarrival. '
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INSUTATED R- � ' �'y Y 7 N INSULATED R- Y � INSUI.ATED R- Y I N �
WIND RATING �'.� ^Z+ '� WINQ RATitdG J'.-r ?�'-'t1'" 1NIhlp RATlNG
COLOR !✓r"'f/T� COLOR .✓:d%� "�� COI.OR �
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YEARS HARDWARE WARRANTY-PARTS&LABOR � �'S'��'`j�s YEARS HARDWARE WARRAN -PA S$I.ABOR � �/�.'�ij.�=� YERRS tIARQWftRE WARRAN7Y-PART$& ASOR �
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LOCK INSIDF,LOUTSIDE LQCK INSIDEG TSIpE LOCK � I I OUTSIDE '�
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SPRING PAD Y N � Sf'RING PA( Y r ` ' SF'R1NG PAD Y j �
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NOTES: DOOR � NOTES: DOOR �'i�" H4TE5: DQOR
TOTAL �`� � TOTAL r 7 � � TOTAL �
QPERAT6R `� • -•-� 1 DPERATOR �1f��"�� •, "� OPERATOR I
TOTAI � � T47AE. �.�`?'� c TOTA� j
ESTINIATE AGREEMENT �QTAL ��� ' � /���� TOTAI. ��� ����— T TAL ;
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` I f Ily understand the explanation and the total price(s)given to me `" `. , � �, s ' �
It ha�been explained to me'and I undestand that my operator�may have been sfYainedor-worri due to an unbalanced overhead garage door.7he technftian has infarmed mc that there is no way i
Cus omer Signature y
t etect the[ongeveity of rny aperator due to this possible strain.I ianderstancl that there is na guarantee or warianty on a strainedtworn operator,ii nat replaced at the timt o(my garacje door: ' �"�
. I unders[and that my door and my operator are two'separate mechanisms. , , Data i
GAFtAGE NEEDS TO BE FREE A�ID CLEAR 6'BACK AND WtDTH OF OPENING. IF N4T TFiERE WtLL SE A$75.00 PER NOU#t CNARGE Tt�MOVE iTEMS. SAL�S TAX lNCLUDEDI '
WE BEAT ANY RITTEN QUOTEd s� �
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" Florida Building Code Online Page 1 of 3
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Flaicia De�rtmenta BC35 Home � Log In � User Registration I Hot Topla I Submit Surcharge ; Stats&FacLs i Publiotions � FBC Sta(f � BCIS Site Map � Links � Search �
Busines � -
Professi���l ��f��, Praduct Approval
��"/ USER:PubliC User
Regulation
Produc[Aooroval Menu>Product or Aoolication Search>Aoolication List>Application Detail
,�.
' FL# R13521-R3
Application Type Affirmation
Code Version 2014
Application Status Approved
Comments
Archived ❑
Product Manufacturer Amarr Garage Doors/Entrematic
Address/Phone/Email 165 Carriage Court
Winston-Salem,NC 27105
(336)251-1309
danny.joyner@amarr.com
a,utnorized si9nature Brandon Gentle ALL WORK SHALL COMPLY WITH
brandon.gentle@amarr.coRiREVAILING CODES
FLORIDA BUILDING CODE,
Technical Representative Brandon Gentle NAT�ONAL ELECTRIC CODE,AJVp
Address/Phone/Email 165 Carriage Court C��'0�ZEpMYRMIL�,�ORDINANCES
Winston-Salem,NC 27105
(336)251-1308
brandon.gentle@amarr.com
Quality Assurence Representative Danny Joyner
Address/Phone/Email Amarr Garage Doors
165 Carriage Court REVIEW DATE��
Winston-Salem,Nc z�ios CITY OF ZEPHYRI-�I S
djoyner@amarr.com
PL,AN EXAMINER��
Category Exterior poors
Subcategory Sectional Exterior poor Assemblies
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 developed the Thomas L.Shelmerdine
Evaluation Report
Florida License PE-0048579
Quality Assurance Entity Intertek Testing Services NA Inc.-ETL/Warnock Hersey
Quality Assurance Contract Expiration Date Ol/01/2016
Validated By Steven M.Urich,PE
❑ Validation Checklist-Hardcopy Received
Certificate of Independence FL13521 R3 COI Statement of Indeoendence revised.odf
Referenced Standard and Y.ear(of Standard) Standard Year
ASTM E1996 2009
ASTM E330 2002
DASMA 108 2005
DASMA 115 2005
Equivalence of Product Standards
Certified By
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeed... 7/2/2015
a Florida Building Code Online Page 2 of 3
`o '
Sectians from the Code
Li 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 r�yes ONo ON/A
FL13521 R3 COC FBC Sth Edition Affirmation FL 13521-
R2.odf
Product Approval Method Method 1 Option D
Date Submitted 03/30/2015
Date Validated 03/30/2015
Date Pending FBC Approval
Date Approved 03/31/2015
Summary of Products
FL# Model,Number or Name Description
13521.1 Stratford,Heritage and Oak Dwg.IRC-6016-155-26-I,Thru 16'wide.
Summit Models 600,650 and 950
Limits of Use Installation Instructions
, Approved for use in HVHZ:No FL13521 R3 II IRC-6016-155-26-I Drawinq 7-10 FL.odf
Approved for use outside HVHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.odf
Impact Resistant:Yes Verified By:Thomas L Shelmerdine FL PE#0048579
Design Pressure:+37.0/-41.0 Created by Independent Third Party:Yes
Other: Evaluation Reports
FL13521 R3 AE IRC-6016-155-26-I Evaluation Report
7-10 sealed.qdf
Created by Independent Third Party:Yes
13521.2 Stratford,Heritage and Oak Dwg.IRC-6009-150-15-I,Thru 9'wide.
Summit Models 600,650 and 950
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL13521 R3 II IRC-6009-150-15-I Drawinq 7-10 FL.pdf
Approved for use outside HVHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.odf
Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579
Design Pressure:+35.6/-42.1 Created by Independent Third Party:Yes
Other: Evaluation Reports
FL13521 R3 AE IRC-6009-150-15-I Evaluation Reoort
7-10 sealed.odf
Created by IndependentThird Party:Yes
135Z1.3 Stratford,Heritage and Oak Dwg.IRC-6009-169-15-I,Thru 9'wide.
Summit Models 600,650 and 950
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL13521 R3 II IRC-6009-169-15-I Drawinq 7-10 FL.odf
Approved for use outside HVHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.pdf
Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579
Design Pressure:+45.3/-51.2 Created by Independent Third Party:Yes
Other: Evaluation Reports
FL13521 R3 AE IRC-6009-169-15-I Evaluation Reoort
7-10 sealed.�df
Created by Independent Third Party:Yes
13521.4 StratFord,Heritage and Oak Dwg.IRC-6016-140-24-G,Thru 16'wide.
Summit Models 600,650 and 950
Limits of Use Installation instructions
Approved for use in HVHZ:No FL13521 R3 II IRC-6016-140-24-G Drawinq 7-10 FL.pdf
Approved for use outside HVHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.odf
ImpaCt Resistant:Yes Verified By:Thomas L.Shelmerdine R PE#0048579
Design Pressure:+29.7/-33.8 Created by Independent Third Parly:Yes
Other: Evaluation Reports
FL13521 R3 AE IRC-6016-140-24-G Evaluation Reoort
7-10 sealed.odf
Created by Independent Third Party:Yes
13521.5 tratford,Heritage and Oak Dwg.IRC-6016-130-15-I,Thru 16'wide.
ummjt Models 600,,,650 and 950
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=vvGEVXQwtDquynOPErOHeed... 7/2/2015
' Florida Building Code Online Page 3 of 3
! '
Limit"s of Us � �' Installation Instructions
Approved for use in HVHZ:No FL13521 R3 II IRC-6016-130-15-I Drawinq 7-10 Fl.odf
Approved for use outside HVHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.odf
Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579
Design Pressure:+25.6/-29.1 Created by Independent Third Party:Yes
Other: Evaluation Reports
' FL13521 R3 AE IRC-6016-130-15-I Evaluation Report
7-10 sealed.odf
Created by Independent Third Party:Yes
13521.6 StratFord,Heritage and Oak Dwg.IRC-6009-130-15-I
Summit Models 600,650 and 950
Limits of Use Installation Instructions
Approved for use in HVH2:No FL13521 R3 II IRC-6009-130-15-I Drawinq 7-10 FL.odf
Approved for use outside HVHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.qdf
Impact Resistant:Yes Verified By:Thomas L Shelmerdine FL PE#0048579
Design Pressure:+26.7/-31.6 Created by Independent Third Party:Yes
Other: Evaluation Reports
FL13521 R3 AE IRC-6009-130-15-I Evaluation Reoort
7-10 sealed.odf
Created by Independent Third Party:Yes
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�
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeed... 7/2/2015
N0.IUSTABLE R�LLER CARRIER )4Gh CENTER HINGE 13 Gn COMMERC]AL
ATTACHEO V/(2)S/]6'• pTTPLNED V/(4)1/4' �}'2•
�• I I T�P FI%TURE ATTA[HED V/
3/4•BOLT 6 NUT PER x 3/4'HE%NEAD SLREVS (4)J/4•�3/0'MEX HEAD SCREVS
o BRALKET "���' qDJUSTABLE SLIDE BRACKET ATTALHE➢
V/(2)0/16'x 3/4'BOLT AND NUTS
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V/<2)1/4'x 3/4' •
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TOP ROLLER HRACKET
PTTACHED V/(4>1/4'x
3/P H[%HEnD 5[kEvs -:��.••,• SPLICE TRACKS AT 7H15 LOCA7ION
PER HRPLKET SEE PAGE 2 F�R OPTI�NAL W�(4)1�4�-20 7RACK SPLICE
GLAZE➢SELTI�NS STRUT :-��,•:� STILE ST1FfENERS(S>
TYPICAL TOP FIXTURESO AND sTI�E LAYOUT e LOCATE➢IN WNGE HOLE(S) BOLTS k NUTS,SECURE TO JAMB
K7s, 1 ON T�SECTIor�orbY H71Fi(J)5/16'DIA.%1-5/8'
SEE(TPBLE E)OH PAGE 3��R 5 TYPICAL CENTER FiINGE 2 HOLEs fOR S7Ru7 LAG BOL75
FEL�lP1ENDED SECTI�IV LONi'IGIIRATION p N.T.S ATTALHMENT(IF STRUT
1 IS REOIUREO) S (1)5/76'DIA.x 1-5/B�
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AT EA.JAMB BRACKET
� t 12 Gh GALV.STEEL
ROP)
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rHHuSSncMS � � END HINGE ATTACHED W/(1)1/4'-20
tmr sHnvN 3 � O 14 W � TRACK SPLICE BOLT&NUT
ppp��pp�ry THR�UGH �� CTHROUGH)
N TYPICAL STILE STIFFENER/ � 1 G OR(2)RIVETS
N.T.S. 'J
E
2 4 D
—f rvo a�Rovs or nweE<a� 1 B
L VENTS EOUALS l5 S0�INCHES `3'K 20 GA STRUTS
OF VENTALpTIDN. <2)PER SELTION
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6 B (D pN TOP SELTION A
--� � I�� i C�C i i i A
� —� � ..� • I/3'
SEE 7aBLE a au ra�a� � �s.�� SEE CTAHLE 3)ON PAGE 3
FOR STILE PLACElffNTS EE(TAeLE 1)PI1GE 3 0
F�R STRVT SPACING �i' FOR JAMB BRALKET SPACING
r OT70M BRACNEf
16'-0'MF% VENTS PR�VIDE 70 sq In. I ATfACHED
INSIDE ELEVATION ce2 sq.iti�ort oaTcoru� w/(s)i/a•.a/a• TRACK CONFIGURATION FOR 6'6" UP TO 14� TALL DOORS
N.LS VENn OF UNOBSTRULTED ^ HE%HEAD SCREWS N.T.S.
A3R FLOV EACH OPTIDNAL VENT DETAIL, � ,
N.T.S. ' � O CON T.STEFL RETAINER
�' � U GA EIID HINGE 3'20GR.STRUT W/CONT.B7N SEAL
•...�� ATTRCI¢D V/f27 ATTACHED V/ �y p�ppqyp{'(�µg�g OAIE BY
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ATTACNED V/(2) STILES 14 G0.THICK RTTPCHED B AWED IUDNC NOff 01�01/13 NA
1/4'x 3/4•HEX m 14G0.R�LLER CPRRIERS ATTRCHED � N�<3>1/4'%3/4' N.T.S co
HEAO SCREVS A7 7p END STILE V/(?�I/4'x 3/4' B ME%FRAU SCREVS MA%SIZE m tpylB�Ai08gp _e
EACH ErID STILE HEX HEAO S[REVS PER CARkIER INTERIOR OF GARACE 16'N70TH �o ,a\a SH SSBy� A^�'
°�po 74'HEIGHT �II LAQ'CJ`;....E�IGJ�'� •e�
.'�.., II MAX V57D7H 16'0' (ooa+xocxi m q4'r G E�'11 �m 3 0
2'10 BALL STEEL OR �a• ���T ro "'E o� •°V� S^� /�"o
�' ��" ]0 BNLL NYLON ROLLER wflfM ILiTAndlS)�4 �w���^ �,,��
e V/5•STEX DESIGN LOADS 6d .n R:�
2'10 BALL STEEL OR }25.6 PSF ¢ '� NO ������
10 BP1L NYLON ROLLER DESIGN LOADS�ID -29.1 PSF ��`:'ft� q�� . �..
TYPICAL END HINGE 3 Vis•s7eN +204.0 LBS/Ff �o" 17� eg,ex
N.LS. ^ -232.8 LBS SEE NOTE 2 lEST LOADS •�.�U: �
TYPICAL HOTTOM BRACKET/ n ` � +38.4 PSF E- '�,;f!� SIF:SC- Or :�;L�=
N.T.S. � SPECIi1CATONS AND NOTES -43.7 PSF �� �:'J" � �m�'��.
• U)5I18'DIA a f-s/e' � ��• .� � P,•'�m>ti
UG BOLT A77ACHE0 70 JAMB LARGE � .).°'.,, rl�\�.�,G�`s �3
' AT EA JAMB BRACNET y%B S1P OR SPF 1.ALL 7HE LOAD FROM THE DOOR IS 7RANSFF3iHE�TO'ME VQi71CAL 1RACK, MISSILE E�2 ,a'4�'� °°��''�0 Y�
(N0.2 oR BETTER) LA R G E M I S S I L E 1�ME HORIZON ALKJAMB OR NEADFA RE OVES NO POR710NROF iliEULOAD RESISTANT € FL �v'������E� �0�
20 GP GENTER STILE 7PANSFFRPED FROM THE DOOfl. �L`C6'SCC3�'•�, �'P^
IM P A C T R E S I S TA N T +20�O.B IBS%FT Ak�232BELB5/����UM D61GN LOADS OF: y�.� -�..�+
3.DOORS AND HAROWME WiLL BE DESIGNED,MANUFALNRED �[ `I
AND INSTALLED W77H STAN�ARDS AS SET FORTi BY DASMA
THE METFiOD OF TES7ING WAS IN SUBSTANiIAL 4•�OOR SECTIONS SNALL BE 25 CA MIN.(.0197 ROUED FORMm uGHT �6s CaapinGE CmmT VtNSmN-SnL[x.N.G 271os
CONFORMANCE WI7H THE PROCEOURE DESCRIBED IN ASTM COuu6t�.v.OVA�7Y
2o Cn.GALv,siE¢ E330&E7986,AND DASMA 108&115.THE PRESSURES 5.SUPPOflTNC SIRUCRIRAL ELEAfEN75 SHALL BE DESICNED MODEL 850 OAK SUM�fIT SERIES 1000 & 2000
�o sn� BY A REGISTRED PROFESSIONAL ENGINEER FOR NIND LOADS �
7/76'�IA.BOLi PETAINER SHOWN ON THE�RAH7NGS WERE CALCULATED USING ASCE INDICAIED ON 7HI5 DRAWING IN ADDITON 70 O7HER LOADINGS. MODEL(�BOU STRATFORD SERIES 1000 & 2000
1/4-20 z 5/e'TRnCK (1)PER ROLLEH 7-10 Wlhl THE FOLLOWING PARAMETERS(5 FEET OF DOOR e.AMARR NMlUFACNRES AND�ISTRIBUlES CARAGE�OORS UNOER HANY MODII.Q950 HERITAGE SERIES 1000 & 2000
SPUCE eOLT AND NUt W1DTH IN hIE END ZONE, ROOF AT ANY SLOPEJ: BRAND LABElS.PLEASE SEE AMARR-MANUFACNRED PRIVATE LFBEL CJiART
OR(2)RIVETS 2�GALV.STEEL TRACN
iRALK THICKNE55.063 WIND SPEED MPH 768 752 745 738 133 FOR REFERENCE OF EOUIVALENT PROOUCTS FOR WiNDLOAD MPROVAL gg ppqg{BY �IC DAIE 11�13�09 MAX41C h111�EA
, TRACK MOUNTING DETAIL EXPOSURE LEVEL B C C D D 7•REFER TO TABLES ON T/E PAGE 3 FOR ADDITIONAL DOOR YADiHS
ry,yg, MEAN ROOF HEIGHT 30' 75' 25' 15' 25� 8.PANEL STAMP DOES NOT EFFECT'h1NDlAAD GIPABILI11E5. B UIEIXmBY WT DAIE 11/13/09 IRC-6016-130-15-I
9ffET I 6 J
.- r,
WOOD JAMB ATTACHMENT TO STRUCTURE
2%6 VFRTi[AI IpHB ATTAGNME�TO V000 FRpME�TRLCTURE
033•GALv STEEL INTERtOR 1MPACT VIN➢ov FRFXE 5/16'%3'LAG SCREMS STARTING 6'FROM ENDS THEN 24'6C�fl 1/2'EMBEDMENT)
?X 6 VERTICAL JAMB ATTACHM NT TD 2000 Pc_I[ONfRETE
,033'GALv STEEL EXTERIOR IMPpCT VINDOV FRNME V/S•HITE�N GLnss HILTI KHiK BOLT 3/e'%4'S7ARTING 6'FROM ENDS THEN 24'O.C.C2 1/2'EMHEDMEN7)
HILTI SLEEVE ANLHOR 3/8'X 2-3/4'STARTING 6�FR�M ENDS THEN 20'O.C�<1 1/4'EMBEDMENT)
DQcoHPT VE PLPSTI 7N C7 0 ITW/RAMSET REDHEAD(TRU-BOIT)3/8'%4'STARTING 6'FR�M ENOS THEN 24'O.C.(2 1/2'EMHEDMENT)
MOL➢EO�%TERIOR VSNDO�F��E z5 G0.STEEL DODR SNIN
2 X 6 VERT7CAL �AMB ATTACNMENT T�H�l L�N C-90 el_OCK
5/16•nvERnLL SIMPSON 1/4'X 3'TITEN SCREWS START7NG 6'FROM ENDS,USE PAIRS OF FASTENERS
1/8•LLEM FNNE\LED GLASS C3'APART)AT 16'D,C�tl 1/2'EMBEDMENT)
A9a•PVe IN7ERLAYER HILTI 1/4'%2-3�4'KVIK-LON lI*SGRE4S STPRTiNG 6'FROM ENOS,USE PAIRS�F
r1/e•CLERR ANNElLED GLASS FASTENERS C3'APART>AT 16•O.C.(1 1/4'EMBEDMENT)
I MANUFACTIIRED HY GUlRDIAN
?X 6 VERTICAL �AMB ATTACHMEhT TD CR�UTE➢C-90 ALOCK f2000 PCT GRt1UT)
HILTI SLEEVE ANCHOR 3/8'%2-3/4'STARTING 6'FROM ENDS THEN 24'O.C.U 1/4'
SUREHor7n SH-190 EMHE➢MENT)COR,USE FASTENERS FOR H�LLOV C-90 BLOCK)
3 2 STRUCTIJRA�ADHESIVE
■LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH M�UNTING SURfACE�
23/f6•%1/2'SCREV-USED 70 �PRFPARATION�F WOOD JAMBS ITY OTHERS
FASTEN THE STEEL IXTERI�R IMPRLT VINDOV PRRME TO
THE STEEL INTERIOR IMPACT VINDOV PRqME. WOOD C�NCRETE NOLLOW BLOLK
J.11/64'%1/2'SCREV-USED 70 fASTEN DECOftATIVE PLAS77C MOLDEO t� STRUCTURE STRUCTURE STRUGTURE STRUCTURELOCK
VIN➢OV FRAME TO TNE ASSEMBLY W
x
m�
SECTION B-B IMPACT WINDOW DETAIL
N�T.S,
y/� 2-3� 1-1/2'MIN 4'
2%6 JAMH
TYP. 3'MIN
18-1/8'
•z •2 a •2 s• •
3
30-5/8' Z
i
a
r�v ceswunou w�sons oeh er
A UPDAIED TO FHC 20ID 11 /11 AIR
B PDUED QA7d7C NOiE OI/01/17 IdR
N.TSCT GLAZING FASTENER DETAIL (�HH�TMT �� �e��'�Q5 AG�Ns��<�°�oo�sz
�,�;•
e�, � i ,�.�,ey
woa�ii'�wounarvs)�4 ti�'e�0 pQ�. f!•�'�R�ae
DESIGN LOADS wd . ^
B B +25.6 PSF ad R;�.we � `��;
-29.1 PSF " /�/ o Qav
TESTLOADS 'E5 �'�n. Srt;��� �F .CLf�'
+38.4PSF E_ � • °NJ��
-43.7 PSF �� p�•%�f�°�-,<OR19A���o��`
' LARGE � ✓dr y��� °`,S�pO 23
� M'PAICT �� Js��PiBCda i�p0� 9S
TOP SEC710N B B RESISTANT F L
3'20GA STkUT LOCATED AT TNE TUP
AND HOTTaN OP GLAZE➢SELTION s
ATTACNED V/(2)1/4'%3/4'HE% � /�IY7'
HEnD SCREVS PT ENO AND CENTER W � � � 1,�.�/
STILES x
� 165 WtFIFGE COURT VINSTON-SALEX.!LL 27107
a � ' � � � .
�SODfiL�650 OAK SUMMIT SERIES 1000 dc 2000
IMERMEDwiE SECTiON MODEL �800 STRATFORD SERIE9 1000 & 2000
MODEL y950 HERITAGE SERIES 1000 & 2000
OPTIONAL SHORT PANEL GLAZED SECTION STRUT AND STILE LAYOUT yg pppµHgy &IC OAIE 11/IS/09 DRAM4IGINI�A
� AVAIUBIE IPAIX CONi1WP11110N5 B ��BY �� �Ah ��/'3�� IRC-6016-130-15-I.
11i.S ��Z�3
TABLE 1 TABLE 4 TABLE 5
DOOR STRUTSPACING BASED ON RECOMMENDED SEC710N CONFIGURAT70N TOP Cenmrsmaw�u� Sanon
Me[Design
� Sectlan LaadsApv+red
HEIGFIT A B C D E F G H I J K L M N T P�q ry� (Mee�u�va ham�on ea e -y,�ia��Panel Typo P���w Negitlw
'widN »i ui ab am em �n� �asF� (PSF)
6'6" 51/2'1B 114"25 1/2"36 1/4"431/2"541/4" 671/2' cn) M) M) M) M) ��1 ia�o snan aa.s 39.0
7'0" 51/2"181f4"251@°331/4"461l2"601/4" 731/2" id�o snm 48.41 �ise
1010 Lon 70 00 80.00 80.00 10':0 La�g 40.9 4fi.5
T s� 5��Z"�rJ��4°��/Z°��/4�40��2' S���4° $���2��69�/4�� 8�� 100 Oek Summ�l J0.83 60.00 BB.3B 10'�0 Oak Summll 40.9 i6.5
8'0" 51/2"18 1/4"25 1/2"361/4"431/2'54 1/4"61 1!2"721/4" 85 1/2" iz�o snon ae.at n.ao ss.te tr.o siwn aa.� ae.s
8'6° 51J2" 181/4"251/2"391/4"461/2"601/4"671/2"701/4" 911/2" tz.o �on 69.63�xao sa.3s tz'o �o aa.i ae.e
17:0 Ook Summll A8.37 7200 BS.fi9 1710 Oak SWnmll 36.7 3B.B
9'0" 51/2' 151/4"221/2°331/4"401/2" 511/4" 581l2"691/4"761/2" 871/4" 99" �z�z snon 49.80 7J.00 BB.3B ir�x sron ase sss
9'6" 51/2"181/4"251@"361/4"431/2"541l4"611/2"72114"791@" 901/4" 1031/2° irix �o� so.ae re.00 esez tza �a 33.8 as.2
10'0' S1/2"18 1/4"25 1/2"39 1/4"461/2"601/4"671/2"781/4"851/2" 96 1/4" 109 1/2" triz ows�mn ae.ae 73.oa os.ea tz��z o�w summu 3a.e 38.2
ira snon sa.sa�a.00 et3e iz•�a smn a3.x a�.�
10'6" 5 1!2" 1B 1/4"25 1/2°39 1/4"461/2"60 1/4"671/2"87 1/4"B81/2" 102 1/4" 1151/2" tz,a �o� svos�a.00 ee.ez tz•�q �o av.2 a�.�
11'0" 51l2"18 1/4"251/2"361/4"43 1/2"54 V4"61 1@"721/4"791/2" 90 1/4" 971/2" 108 1/4" 121 1@" �rw OokSumm1148.81 va.00 88.18 ir;a oae s�mmn aas a�.�
11'6' S 1/2" 18 1/4"25 1!2°39 1/4"46 1/2"60 1/4`67 1/2"7B 1/4"85 1!2' 96 1/4" 103 1/2' 114 1!4" 127 1/2" �r e snan w.e>>s.ao 89.9] iz��s sron s2� a�.x
iz�e �w, s+.n�soo ea.ai ir;a �o�s asa a�z
12'0" 51/2" 181l4"25112"391/4"461/2"601I4"671/2"811/4"881l2" 1021/4" 1091/2"1201l4" 1331/2" �z�s oaksummnea.sa�s.00 B9.ad i2'�s oaksummit sz.� a�.s
12'6" 51/2'181/4"251/2°361/4°431/2°541/4"61 1/2"721/4"791/2" 901/4" 971/2" 1081/4"1'151/2° 1261l4"1391/2" �r;e snm s�.ei 7&00 1a0.33 ir.e swa 31.3 se.�
13'0° 51/2"181l4°251l2"391/4"461l2"601/4"671/2"781/4"851/2" 961/4" 1031/2" 1141l4"1211/2" 1321/4"1451/2" +z�s �o� ex.io�aao es.eo ir�e �o� az.3 36.7
1218 Oek Summll 57.31 ]8.00 t00.6B 7Y�8 08k Summii 32.7 367
13'6" 51/2"18114"25 112"39 114"461/2"60 1/4"671/2"81 1/4"681I2" 1021/4"109 1/2" 120 1/4" 1271l2" 138 1l4"151 1/2" �rno snm szzs��.ao iai.�s �z•;�o snon ate 38.2
izno � w�y �.io n.00 mo.w
14'0" 51/2" 101/4"251/2°391/4"461/2°601/4"671/2"811/4"681/7' 1021l4° 1091/2" 1231/4" 1301/2" 144174"1571l2': �z•:to 31.9 78.2
1T'100ak5umM16208]7.00 707.BG �p�;�00akSummll 31.9 38.2
•ADOITIONAL STRUTS HAY HE ADDED TO DO�R VHEN GIAZED f�R LOIAlTERHALANLE PURPOSES 73'•0 Snort 9.00 78.00 103.00 7390 Shon 37.5 35.8
13'�0 Lon 64.10 7fl00 701.9I1 i
1]'�0 O¢kS�mM(52.91 1B.W 103.iB 73'10 Lo�g 31.5 35.8
13'.2 ShW 5M1.00 78.00 704.00 1J''0 OakSanmli 31.5 35.8
73'�2 Lan9 `.i`�.10]8.00 10280 73'12 Short 31.7 75.3
13',2 OakSinnM�53.58]8.00 704.K 13'12 31.7 35.3
13':4 Shal 57.40 W00106.60 73':2 OakSummil 31.7 35.3
13'14 Lon 54.80 80.00 106.70 13"4 ShoR 30.7 34.8
13'4,Oak5umm1154.31 B'J,00 705.fi9 13':4 L 30.7 34.9
73^e Shal 65.d0 87.00 708.60 13't4 OakSwnmlf 3U.7 34.8
7J50 Lan 55.80 81.00 108.10 13';B Shart 30.3 3d.4
7J';e Oak SumMl 55.OB 87.00 700.84 73'IB Long 30.3 34.4
7S'iB Shat SB.40 8200 107.80 7358 Oak S�unmlt 30.3 34.4
� 73'B Lon 588]8200 107.38 73'!8 ShoM1 29.8 34.0
13'�B OokSumm1155.81 8200 708.79 �3'�8 L Y9.9 34.0
13",10 S�M 57.18 B3.W 708.71 13",9 Oa'cSmnmll 29.9 34.0
13'i10 La 57.7]W.00 108.83 13'�70 ShaR 29.6 33.8
TABLE 2 TABLE 3 13'700ek5umM15058 83.00 109.44 73'i10 lon 29.8 33.8
74':0 Shorl 5770 84.00 110.71 73';70 OakSummit 29.6 33.8
74'0 Lo SB.W 8400 109.38 74';0 Stp2 29.4 33.2
DOOR SECTIONHEIGHTS DOOR IRACKATTACHMENT SPLICE ta�o OakSummI167.J1 ea.00�to.ea �4•;0 �ona zv.z 33.2
HEIGHT A B C D E F G H 5 +a�a snm se.es es.00 ii�.m �a•;o oa s�,mmu xs.2 aa.z
HEIGHT Btm #2 #3 il4 il5 A6 #7 il8 �a�.s ��y 59.17&5.00 770.83 ia^z snon PB.9 aze
6'6" 10" 21" 39' S7' 70" �a•,z oo�s�Mi se.oe asm�ii.ea AtY D6�➢ON W R�a� U�l� Br
14'0" 21" 21" 21" 21" 21" 21" 21" 21" ia��z �o� xe.e as.a
7' 10" 21" 42" 63" 76" +4•�a snon 69.18 88.00 N2.77 ia�s ook s�mmu ze.e 32.6 A UaDxIID TO FHC Y010 ti 1 AIn
13'6" 21" 21" 21' 21" 21" 18" 18" 21' �a•a �an w.n ee.00 iii.a3 ia•a snan 28.5 az.a B AA�IDED4/IDtCNOTE 0101 7RR
13'0" 21" 21' 21" 18" 18" 18" 1B" 21" 7'6" 10" 18" 36" 54" 72" 82" ia•�a oex s�m�se.ei ae.00 iia.is ED / /I
12'6" 21" 18" 18" 18" 18" 18" 18" 21° 8' 10" 21" 39" 57" 75" B8" �o5e snon 59.80 B].00 iia.o� ia•�a �a�y ze.s az.a
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: � �C1��� l�� �=,���
Date Received: �q ��3�,� ,
' Site: . 6 6C��
Per�nit Type: � �r `�1p'`� .
Approved w/rio cflmments: Approved w/th,e below cflmments: ❑ Denied w/the below comments: O
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This comment sheet shall be kept with the pennit and/or plans.
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Kalvin Switz — 1 Examiner Date Contractor and/or Homeowner
. (Required when comments aze present)
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Date: ��/��p
To Whom it May Concern: �
I, Eric Taylor, authorize the following persons to sign for,submit and pickup any and all permit related
activity on my behalf for License#CBC1259163:
1. ��r;/ � c �.lC.S �
z. f3,r,� c c �Zc ��`c r�
3. �r��e-c� �.�c���
4. �C.,.��� ���e�nou�
5.
6.
Eric Taylor
Precision Garage Door Service
13737 Automobile Blvd
Clearwater, FL 33762
727-524-0001/727-530-7216(fax) _
Sworn to�and subscribed before me
this / ¢r dayof �p�r • (
� 20 1G By Eric Taylor who is
personally known e.
Notary Signature �
Notary Printed
�Y Pu�i CATHERINE MCCARINY
�'�•��' c MY CAMMISSION A FF 926378
' '� * EXPIRES:November 1,2019
�h����.°! Bo�MThruBudgetNotrrySerrices
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Precision Garase Door Service"13737 Automobile Dr.*Clearwater.FL 33760*Phone(7271524-0001*Fax(727)530-7216
Locations Notionwide—Each Location lndividually Owned And Operated