HomeMy WebLinkAbout19-22110 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 22110
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 22110 Address: 5154 4TH 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: 11-26-21-0010-15600-0180
Improv. Cost: 1,808.00 OWNER INFORMATION
Date Issued: 12/02/2019 Name: SHARMA, ROSHNI
Total Fees: 75.00 Address: 4200 W CENTURY BLVD
Amount Paid: 75.00 INGLEWOOD, CA 90304-1618
Date Paid: 12/02/2019 Phone: 310-678-7918
Work Desc: REPLACE GARAGE DOOR 9 X 7
CONTRACTORS APPLICATION FEES
PRECISION GARAGE DOOR SERVICE BUILDING FEE 75.00
Ins ections Required
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.
NOTICE: 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.
CONTRACTORS UR PERMIT OFFI R
PERMIT EXPIRE IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FbA INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780.0020 City of Zephyrhilis Permit Application Fax-813-750-0021
Suiding Department'
Date Received 2 Phone Contact for permiHtn kl5 R76 - yzx6
Otmefs Name g� jar �t s 1� Owner Phone Number
Owner's Address Af) C"e t,►r" /./14 7! Owner Phona Number
Fee Simple Titleholder Name r Owner Phone Number
Fee Simple TitiehotdsrAddress `
JOHADDRESS �jry S 7✓`y" LOT
SUBDIVISION r'"i 4,�' tf PARCEL ID# f✓ .2/'e0/t9•" I S GA4' d 18fa
-J� (OBTAINED FEW PROPERTfTAX NOTICE)
WORKPROPOSED NLSNCGNSTRB BlAL [� SIGN [� Q DEMOUSH
INSTALL
PROPOSED USE Q SFR COMM C] OTHER
TYPE OF CONSTRUCTION (= BLOCK / [� FRAME STEEL Q
DESCRIPTION OF WORK
BUILDING SIZE SQ FOOTAGE= HEIGHT
^r-r-r•r-r-r�c-rs-r-i-r=rrr-s�rrt-r-r�ri'r't-r-rs-z-r^r-rt�s-r-r-rrrr•s-r�rrrrrt-�rrc-rrt e-s-�e-rc-rr•t-c�t-'
=BUILDING E jll VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL ($ /D AMP SERVICE PROGRESS ENERGY Q W.R.E.C.
[PLUMBING Is
=MECHANICAL ! __ —( VALUATION OF MECHANICALiNSTALL&ION
=GAS ROOFING [] SPECIALTY[= OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO s
'�1-.-��,- 'i-•.-:-'�--a"e'.-'�1-S-i-i-k-[-I-'e-'r-1�:-i-t-+ 0c1-'rt�i-'r- -S-"r�C.'pEei a'-w l-� f- .r.�5.
BUILDER �� OMPANY
SIGNATURE �I f RWIrTTem YIN FEECURIM YIN
Address F
/ ,3 I. I� I7[/ r �r/ / Licensed C�GCOMPANY
SIGNATURE YIN FEEct>nm ELECTRICIAN '- REGISTERED YIN � g
Address Ucense d
PLUMBER COMPANY
SIGNATURE REGISTERED I YIN FEECURRM YIN
Address: Licensed( 3
s.
MECHANICAL COMPANY
SIGNATURE REGISTERED I YIN FEECURR'EA YIN a�
Address Licensed
OTHER COMPANY
SIGNATURE ( ! REGISTERED I YIN I FEECURRe+ Y/N
Address License$F— ���
Ik ! ! [! full![I !lII11lIII1111[ 1111l111111IIIi11 [111![ IIIikI11I111111
RESIDENTIAL Attach(2)Plot Plaris;.(2)sets of Balding Plans;(1)set of Energy Forts;R-O-W Permitfornewconstruction,
Minimur ten(10)working days after submittal date.Requtredonslte,Construction Plans,Slormwaferftnsw/SIR Fence Installed,
Sanitary Facilities&1 dumpster,Site Work PermitforsubdivistonsAarge projects a
COMMERCIAL Attach(2)complete sets of Building Plans plus a Ufa Safety Page;(1)set of Energy Form.R-OW Permitfornevl construction. s
Minimum ten(1(l)working days aftersubmittai date.Required onsite,Construction Plans,Stonnwater Plans w/Slit Fence Installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance d
SIGN PERIAIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW consbucllon.
Droc t[�t i-[... . . . S.[-E�i- 1€
Fill out application compieteiy,
Owner&Contractorsign back ofopplication,notarized
if over$2600,a Notice of Commencement is required. (AIO upgrades over$7500)
Agent(for the contractor)or Power of Attomey(for ijte otvrier)would be someone with notarized lefferfrom owner authorizing same
OVERTHE COUNTER PERMITTING (copy of contract required)
Reroofs if shfngles Sewers SovAce Upgrades ABC Fences(PIoVSurvey1Foota9e)
Driveways-Not over Counter If on public roadways..needs ROW
9
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings,or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersigned also understands,that such fees,as may be due,Will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore,if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2.500.00 or more,I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to i
deliver It to the"owner"prior to commencement.
CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done In compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and Installation as Indicated. I certify that no work or installation has
commenced prior to Issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads,Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment. '
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks. j
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
Use of rill is not allowed in Flood Zone"V"unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which Is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone"A in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill Is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit Issued under the attached permit application,for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required. €
If I am the AGENT FOR THE OWNER,I promise In good faith to inform the owner of the permitting conditions set forth in I
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs,wells, pools, air conditioning, gas, or other installations not specifically Included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall Issuance of a permit prevent the Building Official from thereafter i
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by
the permit Is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and Will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job Is considered abandoned. ;
i
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR F
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 COMMEUCEMENT. i
FLORIDA JURAT(F.S.117.03)
OWNERORAGEN� ' CONTRACTOR
S}�Jsc�t�d d swum to r imed b�gre mQ th s Sur¢cripe�I�]Q sworn to or yrrned beforg�ne th s yI
ye', .0 I//�!"'P //jx'�`J by—�C1iY/CC/C®„�l�j"� g
o Is1aPeCpgMgA0gkuQW10 me or has/have produced Who rs/are sonally knovm t me or has/have produced
as identification. as Identification.
i
7 Notary PubOc � a Public �
k
Commission No. Commission No. 3
Y Pa.. PHiL REYES
t1PN a*ty�e �tg�Hr �G {15021 Name of Nottip piloted or stF"k(REYES
4.
N, e� Expires August 10,2022 Commission#GG 245621
"IFOFF'o4 BondedThru Budget NolaryServlees 1 e Expires Augu$t10,2022
9fF 6R: BondedThru Budget NotaryServites i
OF F� �
n
6/27/2018 Florida Building Code Online
FL13521 R5 Erayjv DASMA 108 and 115 2005 vs 2012 pdf
Sections from the Code $i
e
i
i
Product Approval Method Method 1 Option D
Date Submitted 10/16/2017 B
t
Date Validated 10/17/2017
Date Pending FBC Approval 10/22/2017
Date Approved 12/12/2017
I
s
SummarV of Products
FL# Model,Number or Name Description
E
13521.1 Stratford,Heritage and Oak Summit Dwg.IRC-6016-155-26-I,Thru 16'wide.
Models 600,650 and 950
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL13521 R5 II IRC-6016-155-26-I Drawing 7-10 FL.Ddf
Approved for use outside HVHZ:Yes FL13521 R5 II Retail Product Cross Reference Chart.pdf
Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579 f
Design Pressure: +37.0/-41.0 Created by Independent Third Party:Yes gIg
Other: Evaluation Reports R
FL13521 R5 AE IRC-6016-155-26-I Evaluation Report 7-10
sealed.pdf
Created by Independent Third Party:Yes
13521.2 Stratford,Heritage and Oak Summit Dwg.IRC-6009-150-15-I,Thru 9'wide.
Models 600,650 and 950
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL13521 RS II IRC-6009-150-15-I Drawing 7-10 FL.pdf
Approved for use outside HVHZ:Yes FL13521 R5 II Retail Product Cross Reference Chart.pdf
Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579
Design Pressure:+35.6/-42.1 Created by Independent Third Party:Yes a
Other: Evaluation Reports it
FL13521 RS AE IRC-6009-150-15-I Evaluation Report 7-10
sealed.pdf
Created by Independent Third Party:Yes
13521.3 Stratford,Heritage and Oak Summit Dwg.IRC-6009-169-15-I,Thru 9'wide.
Models 600,650 and 950 r
F
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL13521 R5 II IRC-6009-169-15-I Drawing 7-10 FL pdf
Approved for use outside HVHZ:Yes FL13521 R5 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 R5 AE IRC-6009-169-15-I Evaluation Report 7-10
sealed.pdf
Created by Independent Third Party:Yes
13521.4 Stratford,Heritage and Oak Summit Dwg.IRC-6016-140-24-G,Thru 16'wide.
Models 600,650 and 950
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL13521 R5 II IRC-6016-140-24-G Drawing? 10 FL.pdf
Approved for use outside HVHZ:Yes FL13521 RS II Retail Product Cross Reference Chart.pdf
Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579
Design Pressure:+29.7/-33.8 Created by Independent Third Party:Yes
Other: Evaluation Reports
FL13521 R5 AE IRC-6016-140-24-G EvaluationReeport 7-10
sealed.pdf
Created by Independent Third Party:Yes r+
h
13521.5 Stratford,Heritage and Oak Summit Dwg.IRC-6016-130-15-I,Thru 16'wide.
Models 600,650 and 950
Limits of Use Installation Instructions w�
Approved for use in HVHZ: No FL13521 R5 II IRC-6016-130-15-I Drawing 7-10 FL.pdf I`s
Approved for use outside HVHZ:Yes FL13521 R5 II Retail Product Cross Reference Chart.pdfr
Impact Resistant:Yes Verified By:Thomas L. Shelmerdine FL PE#0048579
Design Pressure:+25.6/-29.1 Created by Independent Third Party:Yes s
Other: Evaluation Reports
FL13521 R5 AE IRC-6016-130-15-I Evaluation Report 7-10
https:/Avww.floddabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquynOPErOHeedQiXYkl5Di4hmcfa!Da3puwifKnUZ996w%3d°/a3d 2/3
Florida Building Code Online Page 3 of 3
4Apptroved
Stratford,Heritage and Oak Summit Dwg.IRC-6009-130-15-I
Models 600,650 and 950
eInstallationInstructionsed for use in HVHZ:No FL13521 RS IIIRC-6009-130-15-I Drawing 7-10 FL.od for use outside HVHZ:Yes FL13521 R5 II Retail Product Cross Reference Chart.Ddf
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 R5 AE IRC-6009-130-15-I Evaluation Report 7-10
sealed.Ddf
Created by Independent Third Party:Yes gg
3
Seek Next
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-457-1824
The State of Florida Is an WEED employer.Coavriaht 2007-2013 State of Florida.::Privacy Statement::Accessibllhv Statement::Refund Statement
Under Florida law,email addresses are public records.lfyou do not want your e-mail address released In response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter455,F.S.must provide the Department with an email address If they have one.The
emails provided may be used for officfal communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please
click e e.
Product Approval Accepts:
Mm W®OR
Credit Card
Safe
I
n
1
a
a
i
t
e
6
yyy@
F
8
E
q�
A
y2
3
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquynOPErOHeed... 7/27/2018
"GA CENTER HSNGL ATTACHED 13 GA C78018RGIP1.
13 GA GALY CORNFRCIAL o V/t43!M•x al+• z. TOP FIXTURE ATTACKED V/
TOP R24CER REX MAD SCREW (4)1/4•x 3/4•REX NEAR SCREW
ATTACHED VIM V41 x • ADJUSTABLE SLIDE BRACKET ATTACHED
3/4'HEX HEAD SCREVS VIM 5/16•x 2/4'MIT ANA RUTS
PER BRACKET 3'2"STRUM ATTACHED •
V/to V4'.%3/4• �yA'xtx mp RR6sm
NIX NERD SCAEVs AT 24 GA SKD1 019=
CENTER SIRE
DJUSTASIE ROWR CARRIER
A .ZIL V/to S/16•x
3B/�T A NUT PER •ror
TYPTCRL TOP FIXTi SECT�5 L SPLICE TRAC16 AT IRIS IACATON
KLS 1 STRUT
SEE LIABLE a ON PACE a FIM AND S=LAYOUT TYPICAL CENTER}ONGE W/(4)1/4"A TRACK SPLICE
REC6INElB7ED SECf7011 COATIGIRtNTION N ""�"' 2 OL75&NUTS.SECURE TO JAMB
1 rJ WTTN(31 S/1S•DIA.X 1-5/6`
LAG H T5
t ON BRACI2T 4PLICD
L.e¢GA STRUT rant ATIAE GD
ATTACHED V/ 1/4•x y+• (1)6/16"DIA.
OP) Ha SCREWS AL REVS _ IF•X tIFAD stREV3 AT EA.LJAM8 ABA�JAIi6
T AT END AND STILE. �lt
8.0 C• 12 GA.GALV.STFIl
�y' D Z 30 BALL S7FEL OR 19 BALL .. OHROUGlD TTATRAB ED W/I&TLICE &NUT
XWONITSG TiMHUGH Max taILLER V/5•STEM OR(z)RIVETS
M MARLTY
TYPICAL BOTTOM BRACKET
O 1LTS Ol PER SS ISTRUT. 8
ION
fi B LOCCATED IN ES HLEKD
_ A ON TOP SECJION ONLY A
RO.E'S FaR STRUT
SEE TA78.t 4 @t PAGE 3 A ATTAni&Or STRUT 05 mt 201mm SECT=
Fca TITLE PLACO(EN(S tTAS.E D PAGE 3 is REOUTRED)• J lE£(TABLE 2)ON PAGE 3
9'-V RAK FDR STRUT SPACING ,}.. // O=BRACKET FOR JAMB BRACKET SPACING
w/TTA "1D/4`x 3/+• TRACK CONFIGURATION FOR 6'6"UP TO 14'TALI.DOORS
INSIDE ELEVATION vENTs PRavTDE TD,q b '� HEx N}EAn srzlExs
N.Ts. VpTp-CFlt1N6)i16'TRUGTEOL N.TS.
AIR F=EACH 0 Cps ST y gL7Ap�
• a W/c0%T,e14 sFSL�
• 14 GA.END RD=ATTACHED 0 !1£V aF5L4FDOi 0•IEN90A5 DALE 8C
V/to V4•x 3/i' 77FRCA4 STILE STIFFENER A PDAtLD TO 18C 2'80 Bj24f72l
A TA4�V/p_1s FiEX HFJBf SOIEVS R.T.S. 5 µ (RIDE m B AMED DAJRD ROM UM I RR
HEAD:SCREVS 14GA ROl12R CAT917ERS ATTACKED MAX E L
SIZ ea�bD7l1'D71891¢SptY
V4'x 3/4'Hcx
TO E71D STILE V/ V4'x 3/4• riD Ka RtlVS DF T1pE�CI}
NIX READ sCREVS PER IOVtRIER vENI3 EQUALS SS m.a1GNES INTERIOR OF GARAGE 9�x 14' h+44
.:rK.• DF vENTALATmrL DESIGN LOAD
+2&7 PSF � tibe. �';,•��', RI„r'F•, a
-a:••' r 10 BALL STEEL CK mSTE HALL �o�'' MAX WIDTH 9'0• -31.6 PST' �Q'•P!O (ID
TYPIEAL END HINGE NTLDN Rq.LER V/5• M LARGE MISSILE ��� `7-�-;-�- -�-� TEST LOADS
ESIGN
.3 D LOADS W-1LLI.L-LLiJ +40.1 PSF 8 a,•i2: =C:
HLT� IMPACT RESISTANT +1422 LBS/FT SE NOTE 2 -474 P5F m ; STA;E OF :U
(1)s/1D`On.x ra/0" x x 0 s1P OR SPF -1422 LBs/FT LARGE r ..t�:A•"'( 9P,•"1G�'e�$<
LAO DOLT ATTA A.TD,rAVB OPTIONAL VENT BETA MISSILE � •* Q'r)1,. v$
AT EA JAMB BRAC7KE1 010.2 CR SETTER} _. �„ ix sPLCSiCAAetS,ND 1l01Es td{`�T"•+,a,,,,,
0•T1OtAL STOP ) I.AIL,TIIcL KttIGu mnmgiLmNs T�Ow TO IIRn mm= � RESISTANT IS r��r sJCYpn¢�pp;;aa%
ZD OR CEMER ST MOLDING
1RAN5l��m FxW Mf�Di�RCCUKS No PORTION DE 1NE Wm 1,•
y FAW Im11GL 4Axns RaRA'[�MAX=ot9Q1 wms on fY'f..�+
rtxazlDF/R a-r4zz usJFl, [.{lj/
y Does ANO RNIDNAAC xu nC xRwta wvunrmXm
Am SWAU2e%NN 51MA"$AT ITT RM BY DASRA
1NE METHOD OF iESRNO WAS W SUBSTANTIAL 4 pOQI SLCZ 9ULL BE R4 CA MK(.01p7 RQIEb IODtQD NLRT 165 Wf97AGE COURT VDISiW-SALOL IIa 2710.7 V WAINRRC@1
CONFORMANCE}NTH THE PROCEDURE DI SCRIBED IN AM LLWFFD,L DUAUIY
EXIO&E1996.AND DASMA 108&115.THE PRESSURES S swPoniwn sT141ONn,i E1D1E11Ta sxAL BE DEDarte
z cA CALV."1E•a SHOWN ON THE DRIWINGS WERE CALCULATED US1NC A9CE 91 ANHTST..Rm AAtoLS9M1AL txc0tttu FOX wlO Laws MODEL j660 OAS SUEQdS9'SEEM 1000&2000
ORLCAIF4 W 1N5 tBLtKIXD W AODfBNt 10 DDIm LC4o&Q sIlIE -10 TNA1 THE FOUMIRO PARAMETERS(S FEET OF DOOR a A}GDR M,}AaAASUXm ARO nsBrmns coax aooi¢wa:De MAxT MODEL(Q60D SIRAVOYM SERIES 1000 &20D0
7/IB"Du.90LT ScilE11 WRITH IN THE END 2mr'ROOF AT ART.SSOPEY•
V4^20 X 5/BTRACx t1j F'}R RGiTFR WIND SPEED'MPH 1611 15z 145 138 In HOC V COMALMI FX M W PAXAm LAM
AP ALauxr MOD7FJ. 060 BERiI'AGS'3ERff.6 1000 &2000
SPLICE BOLT AIGI NUT 2'GAIN.STEEL 1RAOt E%POsuRE LEYFL B c c D D ANP�TDLR 06�"VIIS9P ACE a TGR AGADONN.DxR llDo19 SQE dZC41(IY C¢C DAZE 1f/1BJt9 f.AAEki B)IRkA
OR t'u+RIVETS IG 7NICKNE3a.031" MEAN ROOF HDCH7 30' 15' 25' 15 25'
TRACK MOUNTING DETAIL nPAWXsTAMF DOES NorETTEGTYJ=VCAPAMV;. $ DY BC DAIS 11mos IRC-$OO�-�3D-�FY)
uTs.
9W1W3
NMV
GALA STEEL L WER IMPACT T WIND FRAME WOOD JAMB ATTACHMENT TO STRUCTURE
oRpGTA�LCV�S{T�,E,EI.E,X{}µE,R�ID�Rj�B�phCf Y�MpGY FRAHC Y/$'AITC @I Cd.ASS
IDEA""ATE^""`*'^"OV P^^r�c 25 GA•sTtf1.MOOR SXW sn6sz 3'�LAGt sCRE45 Sf�.WNG S'FROOMM ENDS THEN 24 aG a ur Er�mt4Qm
S/16'OVERALL
"0'CLEAR ANFEALED li1/SS MIL TI BOLT 3/8'X 4'STARTING 6'FROM FJO)S TMHN 24'Ot.(2 I/2'VOMOKENT
A90'CLEAR
E DITEWATER HILTI SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 24'=a 1/4'EMBEDMENT)
(1/8'CLEAR hNNFALEF MASS ITVARAHSET REDHEAD CTRU-DOLT)3/0'X 4•STARTING 6-FROM ENBS THEN 24'O.G{2%/2'EMDMMDM
J YA DR'ACAIRED BY GUARDBAN AO A
SgWSON I/4'X 3'TITEN SCREVS STARTING 6'FROM ENDS.USE PAIRS 13F FASTENERS
(3'APART)AT 24'O.0 a 1/2'EHBEONENT>
SD-190 HILTI 1/4•X -4/4'KVM-CON U+SCREVS STARTING 6'FROM ENDS,USE PAIRS�
8 MURAL ADI�SIVC FASTENERS C3'APART)AT 24'or (1 1/4'EMBEDMENT)
2 x 6 A+ERTTCnL.tarts aiinCTBtEHi-TT){ {>�c-s�yr nnl czRaD pcT rRrnm
a ps/36'X NEE'SCREW-trsED TO HILTI SLEEVE ANCHOR 318'X 2-3/4'STARTING 6'FROM ENDS THEN 24'O.C.a I/4'
TiE-EEL L1tERi UW Virtnpv WINDOW TO
� E EIimMENT)COI.USE FASTENERS FOR HOLIAW C-so numo
3.11/64'X VW SCREW-USED M OASTE.4 DECORATIVE PLASTIC 1CDDED
VD=FRAME TO THE AS5ENBLY NAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE.
XPREPARATPIN OF VIEID JAMBS BY OT.HSAS
SEO7ION 3-11 IMPACT WINDOV DETAIL 4 STRUCTURE CONCREURE STRUCTURE GROUTED BLq
STRUCTURE
W�yp
3 .2-3/4'MAN 1-1/2'MII 1 0'
29' LIA66 JAMB
TYF. 3 HIN
2-4
Ias/Na• � •
IMPACT GLAZING FASTENER DETAIL
.Ts,
RR I OF3of1'C01 IT R2YWOIG I DAIS fly
A JIFOXIM70FIC2710 i OjBjt2 n
8 I AM MAW ml RM1121119
9 MAX ERE ..059�„'5i....... r .. .
DESI
3' 205A, STRUT LOCATED A7 THE TOP +26..7 PSSFF w o0"t'tpY'�..........
G 1S
AND BOTTOM aF GLAZED.SECTIDN —st6 PEP y� ,w ;'No OQ4 ?iTTAi
ATTACHED W/C2) 1/4' X 3/4' HEX HEAD �° /! a
SCREWS AT END AND CENTER STILES 7�LOAD a3^vT f]/ (•��
TOP SECTION -47.4 PSF SRC : STF1iE Or
}ats51LE �'p •ARGE
%,.4OP1a4'ry1ao` 3
1 ReasrAN'r €".FL`dO°;
�.
INTERMEDIATE SECTION 10 CARRIAGE CMT.VD4704-SALEM,NA 27103 V VVAMARR=
GLAZING OPTION DETAIL MODEL#050 OAK SUMMIT SERIES 1000 do ZOOO
1R.TS. MODEL#600 SMTFORD SEIM 1000 k 2000
MODEL OPTIONAL SHIRT PANEL GLAZED SEC7ION STRUT AND STILE LAYOUT #950 HERITAGE SERIES 1000 2t 2000
S91 DTADI OY MC DAIS 11AE/M I
DLE IR ORAI�G IMM C'
AVARAA=CONf'43JU ONS B OEOOD BY EN DATE 111j04 1ftG6069-130-15-1
aT:. 4FFT 2 IF 3
TABLE I TABLE 2
STRU17SPACING(BASED ON RECOMMENDED SECTION DOOR SECTION HEIGHTS
DOOR CONFIGURATION) TOP HEIGHT #4 #5'1 #6 1#7 1 #8
HEIGHT- C D I E F G H T 14!(r 21" 21" 21" 21" 21" 2V 21"121"
6`6 5 I1r 118 IW 136 IW 54 1/4"1 67 IIZ' IV 6r 21' 21"' 21" 21" -1-V 1&- 18-121-
7- 5112* 181/4"139114P 60114" 73 1/2" IV 9' 21" 21" 21" 18" 18" %' 18" 21"
T 6' 5 I1Z' 151W 1331W 61 the 69 IW 81" 12'6" 21' 18" 18" 18" 18" 18" 18" 21"
8' 51/4- 181/4' 361W 54114" 721/4? 851/2-1 IZ(Y' 21" 21" 21" 21" 21" 18" 21-
W 6" 6 112" IS IW 39 IW 60 IX 78 IW 911/2" 11'15" 21" 21" 21" 18" 18" 18" 21v
9.- 5 1/Z' 15 IMP 5F3�-1/4' 61114!' 691/4!' 87 1/4" 99" IT U, 21" 18" IW 118' 18" Ir 21-
91 5 lir 18 114r 3'6114?' 641/4"72114" 90 1/4!' 1031/2'
10! 5 I1Z' 18 114r 39 1/4" 60 114' 78 f/W 96 1/4" 109 liz" IV 6' 21'121 ;21" 21- 21- 21-
6 5 I
2
7
2
2
E 21'
21'
21 'S" 21"
91 4 18. 1 8" 21"
7 1 1 - I . 1.
N24- 2V Z2121""
78'14" 21.
5 2
11- 2
-1112"
.5 1/2" 118 1/4" 39 114" 60 1/4" 81 1/4" 102 IIW' 115 112" 10,0" 21" 21" 21" 18" 18".21'..
11' 61/2' 118 IW 36 1/4' 64 114-172 14' 90 1W 108 IW 121.1/2! 9'6' 21' 18" 16- IW 18" 21"1
.1,2.
I* 21" 2"'
1, IS" E
"/2
8o 8-
11'6" 5112" 1181/4" 39 1/4" 60 114" 78 1W 96 1/4" 114114P 127 lir 9-0- 18-1 18" 18- 18" 18-118"
lz 5 I1Z' 18 IW 39 1/4" 60 114V 81 lbf 102114" 120 11,V 133112-1 V S" 21* 21" 21" 18' 21-
I
39
IZ6* 5 1/2" 16 IW 35 IMP R541J*' 72 114' 90 IM 108 IW 126 114"139 I1Z' 21' 18" 18" 16' 2`1*
601/ 1/ 18" W -TS-4"
I ' 61/2', 18 114- 39 11,V 60 1/4" 78 IMP 96 1/4" 114114P 132 1/4' 145 I/X' 18 18"
1..q, 6 I1Z' IS 1/4'39 1/4" 60 114?" 811/4'1102 14 138 1/4*151 1 W 21" 21' 21 -27 1
6011 " 20 it. I 1/2 1. IS.'
/4-11021 "1! 4 1W 167 1/2' , -2T-7-
14' 6 1/2" 18 11/4" 39 1/4" 60 IMP 811 74- IF'�� 14 21" 18"" 1
x AMMONAL STRUTS PAY=OMM TO))=VM CLOM FOR CSMMALMGE PURPOSES
TABLE 3 TABLE 4
DOOR TRACK ATTACHMENT SPLICE Section Center Stile Location Max Design toads
Allowed
HEIGHT A B- 0 D E I F G I-H S ' Panel Type (Measured from Left
6'6" 3.5" 21" 39' 67" 1 70" Width Edge) Poslliee Negl%9 10 1 ZBOU CF WAM 161
T 3.5' 21' 42" 63" 1 76- (PSF) (PSF) A IMMIDITC11110 110E[MR
5q 7Z'1 82" D IxopmIn
7'6" 3.5" 18" 36' Short,Oak Summit 48.ODO 29.9 4
8' 3.6' 21" 39" 57" 75-1 1 88" v POO Long 48.000 29.9 35A
W, 1A
8!w 21' 4Z' W 81" 92 Short,Oak Summit 49.000 29.3 34.7
DESIGN LOAD
3.6" 1IT-36" 54" 72' 9U' 8'2 1 Long 49.000. 29.3 34.7 +M7 PSr'
-31.6 PSF
9 6' 3.5" 21" 39" 57" 75" OT' 8`14 1 Short,Oak Summit 50.000 28.7 34.0 g 41z., No 004
10- 3.6' 21-142-��8v S94- liz. 94 Long 50.000 28.7 34.0 MT LOADS
10'6" 3.5" 21" 42" 63" 84" 105" 1187 IT 6 Short Oak Summit 51.000 28.1 3&3 +40.1 PSP :rr-
!5"
A
3.5.
[3 3
35.
2 -47.4 PSF q.
S STATE OF
IV 3.5" 21' 39" 57" 75" 93"- Ill" 124!' 8!6 Long 51.000 28.1 33.3
LARGE
11'6" t3.6'21" 4Z' W1 811.99" 1 I-PI 139' U18 Short Oak Summit SZ000 27.6 32.7 MISSILE
- 63" 8,V 106. 123" 1381, 918 Long 62-000 27.6 32.7 IMPACT
12' 3.5* 21" 42"
1Z 6' 3.5" 21" 39" 5r 75" 1" 129" 147' 9110 Shot Oak Summit 53.0m 27.1 32.0 RESISTANT FL
1& 3.5" 21' 4r W 81" 99' 117",135" 14V 610 Long 53.0m 27.1 1 32.0
2 '11WI141" 154!' Ifa tAXVAM COMT VWAM-MIX Na U103 VVVAW&q=
13 11 105' 1 2IQ97.01
16' 3.5" 21' 42" 63" 1 910 1 Short,Oak Summit 54.000 26.7 1 31.6-
1 3.6, -';F2 53- -105-1126-1147-1 16(r I Long 64.000 26.7 31.6
4�' 3.6' 21' 910 1
MODEL#660 OAK SUMMTI!SERIES 1000 &2000
AM WU AITAMINT SPAM+1-;r AUMM Sli W OR SPF N06 2 OR OEM ONLY MODEL#600 STRATFORD SERIES 1000 &2000
MODEL#050)-MM--GE SERIES 1000 &2000
SE1 WA BY =1 Da II/IBA mms mm
am BY am]Dht_IIAD/W
SW 3 IF 3
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: ()1�6510y,
Date Received:
Site:
Permit Type: Go,
vL
Approved w/no comment Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheets lobe kept with the permit and/or plans.
ol
NOV 2 6 2019
Kalvin er—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
,�f