HomeMy WebLinkAbout15-16783 CITY OF ZEPHYRHILLS _
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5335-8TH STREET
� (sis)�so-oo20 1 6
BUILDING PERMIT
PERMIT INFORMATION " LOCATION INFORMATION
Permit Number: 16783 Address: 7312 LANDOVER DR
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: ALPHA VILLAGE
Est. Value: Parcel Number: 35-25-21-005A-00000-1600
Improv. Cost: 599.00 - � OWNER INFORMATION
Date Issued: 12/01/2015 Name: CUNNINGHAM MILBURN & DELORES
Total Fees: 60.00 Address: 7312 LANDOVER DR
Amount Paid: 60.00 ZEPHYRHILLS FL 33540-1041
Date Paid: 12/01/2015 Phone: 716-372-5705
Work Desc: INSTALL GARAGE DOOR 9 X 7
CONTRACTOR S APPLICATION FEES
D OUNT ARA E DOOR,I C BUILDING FEE 60.00
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Ins ections Re uired
FOOTER 2 D ROUGH PLUMB MISC INSU TION CEILI G
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 properly 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 pertorrned in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPAMCY BEFORE C.O. �
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CONT CTO 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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a�a-�so-oozo City of Zephyrhills Permit Application Fax-813-780-0021
8uilding Department
Date Received `� � 'q ++ � � J7�� �� _ ��Q� �
S PhoneContactforPermitting
Ownet's Name 1 I'Y� �� BS Owner Phone Number ���/c+J
Owner's Address Z. ir Q G' t7wnee Phone Number � �
Fee Simple Tideholder Neme � � Owner Phone Number �— �
Fee Simple Titleholder Address
.lOBADDRESS �.. � Ct fJ�t'� . � S .�35 l� �.oz# �sl�.
SUBDNISION y d C'i � PARCEL ID# �� oZS d�I ap-S� IJ�ODFJ DL�
(OS AINE FROM PRO ERTY TAX NOStCE}
WORK PROPOSED e NSTALLSTR e �EPAIR � SIGN Q Q DEMOLISH
PROPOSED USE � SFR Q COMM � OTHEft
� TYPE OFCONSTRUCTION Q BLpCK Q FRAME � STEEL Q
' DESCRtPTiON QF WORK iC/ ..(�l�����F I�C�/S9C 1 — t'cI Z'� �
BUI�DING S(ZE SQ FdOTAGE�� H�IGHT C_-�
I �BUILDWG $ C � /��} VALUATION OF TOTAI.CONSTRUCTION
� �_.7 t vv'
QELEC7RICAL �� AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
i QPLUMBIMG �6 � ��� ,/y �
� l%
� OMECNANICAI. $ VALUATION OF MECHANICAL IN5TALLATION
�]GAS [� ROOFING [� SPECIALTY � OTHER
I FINISHEQ FLOOR ELEVATI4NS �� FIOOD ZONE AREA �YES NO
�n �� ���~�"�'�
BUtIDER i�OMPANY � S ,4 •�hr� •��C�?7R—s
SIGNATURE � REGIBTERED Y I N FEE CURREN Y/N
Address S3S.� J' ,YI. r$rs'o 11 License# '(��(�Lj 7�J �
ELEC7RICIAN COMPANY ��
i SIGNATURE REGIS7ERE0 Y I N FEE CURREN Y 1 N
i
Address License# �- �
i �PLUMBER CQMPANY
SIGNATURE REGISTERED Y J N FEE CURREN Y/N
........— ..... _
Address �— � License# �� �
MEGNANlCAL � COMPANY �
S�GPIATURE REGISTERED Y I N FEE CURREN Y I N
Address �� �� License# � �
OTHER � COMPANY �
' SIGNATURE REGISTERED Y f N FEE CURREN Y/N
Addrass �— � License# � �
111 � � � 11_� � II � � � II � L� I � � � � I � � � I � te � le � l � fe ! !-l � sa ! ! � ! ts ! [ e ! 1-t � ! ! 2l : . . - —_ - --
RESIDENTIAL Aitach(2)Plot Plans;(2)sets of Buflding Plans;(1)set of Energy Fortr.s;R-O-W Permit for new cpnstruction,
Minimum ten(10j worlcing days after submittaf date. Required onsife,Gonstruction Pians,Stormwater P]ans wi Siit Fence instailed,
Sanitary Facilities 8 1 dumpster,Site Work Permit for subdivisionsAarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Pertnit for new construction.
Minimum ten(10)working days a8er su6mittal date. Required onsite,Construction Pians,Stormwater Pians w!Silt Fence insfatled, .
Sanitary Faciliiies&i dumpster.Site Woric Permit for aII new projects.AI!commercial requirements must meet compliance
SIGN PERMI7 Attach(2)sets oi Engineered Plans.
""PROPERTY SURVEY required far all NEW construdian.
• �•,�� , �,,. . . : 9
Directions'
Fill out application completely.
pwner&Conhactor sign back of applicatlon,notarizEd .
!f over�2600,a Notice of Gornmencement Fs required. {AtG upgrades over$T540}
•' Agent(for the contractor)or Power of Attomey(for the owner)would be someone with nota�ized letter from owner authorizing same
OVER THE COUN7ER PERMlTfING (copy of conUact required)
Reroofs if shingtes Sewers Service Upgrades A1G Fences(PIoVSurveylFoo#age)
Driveways-Not over Counter.if on public roedways.:needs ROW>
. _ 7, .n.c 'yS c.n . ' . 't:fi. F i »w..-. ..5.�.+4 �t. .. ..,.. ...... . ......." „Y,� ..
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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 respons rbi�it�r fo�;cotnpliance with any
appiicable deed rest�ictions. � � �+
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
i 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
I 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
Iuse 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. I
' CONTRACTOR'S/OWNER'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 i
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
Laniis,Wafer/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.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
' I understand that the following restrictions apply to the use of fill:
- Use of fill 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. I
- 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 oniy to fill the area within the stem wall. I
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent �I
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
�� 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 appiication. 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
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.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR�'RliP2nTY. IP YCU�N'iENJ TO OSTAlN FI.R�ANCIMG,GONSULT
WITH YOUR LENDER OR AN ATfORIVEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.1 7.03) ' �� /] �//Z��'-
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OWNERORAGENT ��� CONTRACTOR �I /t/Lcr P
Subscribed and swo o(or a firme )before me this Subscribed and s rn to(or affirmed)before me this
by by
Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced
as identification. as identification.
_ ��_���T►`_"�'a1�L%� .�. -�Notar/Puhl!c-..�.- -��_- -�d�=. — — =No.ary'Public� -- - - --
Commission No. 20 Commission No. G��
�r h��A�nn r�./ b� l� Lir��s /�nrr /�r`u�= o ft�
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
�'s�"�; LINDAANN KRUMHOLTZ ;�'` � 41h1CiAANN ItItUMWC1LTZ
=F :•, •+ MY C�MM18�11�N N FRl1a02a
=': ••'s MY COMMI3SION t!FF916Q2e
EXWRE8 Sept�mb�r 07,�19 �'�, , E�����Oy,Zb1�
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iaor aw-0�s� -----
, , STATEWIDE PRODUCT APPRC3VAL. SUBMITTAL �Z�� �
i - �
App[ica#ionlPermit#: Buildin Ac[dress: �wner: Contractor:Di�COU�tt G�t�ge D04t'S,InC.
O en"sn s: Slidin Glass Doors,ExEerior�win Doors, Overhead Qaors, Fixed Glass,Windows, Mullions, Sk li hts
'�'�P�essure Product Approva! Product Model#Qr Glass A#achment Approval Expiration
*Q L7 T Manufacturer Category Number/Seq#. Nam� Series Typ�lSize Method �nt"st Dafie
2 26.9 40.3 Wayne DaEton 3�.8958 91�4.1 9100 N/A Sin�le UVood Lags 8arrow �N/A '
F�j
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S y. ,� ,
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p�� ,�K�
E,1V,q �Ob�g L i�
2 � L��r �g�
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; Only on�entry required for Multipte units of the same size and Design Pressure
""p- pesign F'ressure T=Max.Test Pressure
Page 1 af_
, �� REVISIONS
1. NON—IMPACT RESISTANT GLALNG OPTION — .090' SEE U—BAR NOTE ON SHEET p3 CHANGES TO GFNERAL
MINIMUM SSB QAZING IN MOLDED FRAM6 SCREN£D 73 GA HORIZ ANGIE 2 FOR U—BAR INS7ALLAl10N FORMAT AND CHANGED
TOCE7HER WIIH A MININUM OF(6)/8x7'SCREYS FOR U—BAR FASTENER TYPE
GLAZING 1N7H A MAXIMUM LENGTH OF 16.75" OR(�0) ; AT END CAPS AND
b8z1'SCREWS FOR GLAZING INTH A MAXIMUM LENGTH OF �3 GA FLAG ANGLE I BOTTOM RETAINER.
39' INSTALLED IN TOP OR INTERNEDIAlE SECTION (H77H p� CHANGED CENTER HINGE
OR WITHWT DECORAIIVE INSERTS)MEE75 UNIFORM � LDUVERA P7lON.ED ..
STATIC DESIGN PRESSURES SI10NN ON TNIS DRAN7NG. 76 GA MIN HORIZ
GLAZING SHALL HAVE A NAXINUM HEIGHT OF 13.75' TRACK A CHANGED STRUT
GU21NG IS NOT IMPACT RESISTANT AND DOES NOT MEET 5 16x1-5 8' IDENTIFICAlION METHOD
THE REQUIREMENTS FOR H1ND—BORNE DEBRIS RECIONS. ��S�� H�7 FROM COLORED PAINT 70
STAMPED NUMBER.
2.INPACT RESISTANT GLAZING OP110N—INPACT (►11N 3 AS • GRT 3/07/06
RESISTANT GLAZING SY57DA MAY BE INST/iLLm IN TOP ���) �
� P4 ADDED IMPACT
OR IN7ERNEDIATE SEC710N(1NTH OR N1iHWT DECORATIVE 76 GA NIN VERT 18 GA OPERATIXi STILE FACTORY ' RESISTANCE TO DOOR.
INSERTS). GLA7ING SHALL BE 1/4'MAKROLON—AR �q�K ADFIERED TO CQJTER OF TOP SECTION ADDED JB JAMB BRACKET
POLYCAF2BONAlE OR EOUAL GLAZING SHALL HAVE A
MAXIMUM HEIGFiT OF 15.21'AND A MIWMUN LENGTH OF AT 2" LOCATION. ADDED
50.06'. GLALNG IS IMPACT RESISTANT AND DOES NEET 5/76a1-5/B'LA 20 GA END CAP � MODEL 6100. MODIFIED
THE REOUIREMENTS FOR N7ND—BORNE D�RIS REGIONS SCREW AT EACH NOTE B TO STATE THAT
SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS JAMB BRACKET LOUVERS ARE NOT IMPAC
RESISTANT.
GLA2m SECTION REQUIRES RONFORCENENT BRACKETS GRT 6/6/07
ATTACHED TO U—BAR ON UPPER INTEGRAL RIB (SEE 1/4-20x9/16�TRACK _
DETAIL G SHEET 2),18 CA J—STRUT SCREWED TO LOWER BOLi AND 1/4-20 HEX a - P5 MODIFED JAMB
INTEGRAL RIB OF SECTION AND OPERATOR S71LE TO BE NUT AT EACH JB JAMB , � BRACKET SCHEDULE FOR
FACTOF2Y INSTALLm. INSTALLER SHALL FlELD INSTALL(1) BRAq(ET LOCATION , • FAT OPTIDN. ADDED LHR
1/4-14x7/8'SELF ORILLING CRIMP7ITE SCREW TO ATTACH 1RACK DETAIL SHEET 2.
TNE J—S1RUT TO THE INTEGRAL RIB ANO OPERATOR STILE GRT 4/17/OB
AT THE CENTERLINE OF THE DOIXt PER DETAIL F ON
SHEET 2 e � P6 ADDED IMPACT
B RESISTANT GLA2ING.
3.VIN1L OR WOOD DOOR STOP NAILED A MNOMUM OF 6' ADDED TEXAS LICENSE
O.C.MUST OVERLAP TOP AND BOTH ENDS OF PANELS � NUMBER TO TIiLE BLOCK.
IAINIMUM 7/16'TO MEET NEGATIVE PRESSURES. , , CHANGED LOUVER NOTE.
INCREASED MAX HEIGHT
4. KEY LOCK, SL1DE LOCK, OR OPERATOR REQUIRED. 75 GA 571FFENE � ' � � TO 8'-9'. ADDED HIGH
JANB BRACKE75 C. I LIFT AND ROOF PITCH
5.SECTION SHALL BE CONSTRUC7ED N7TH FOAMED IN SEE SCHELDULE FOR I li2ACK NOTE.
PLACE POLYURETHANE FOAN INSULAlION CHEMICALLY WANITY,LOCATION, H� � GR7 7/22/08
BONDEO TO 30 GA MININUM FACER STEEL ANO A AND TYPE �
POLYLAMINATE BACKER.END CAP TO HA�E A MININUM � P7 UPDATED 11iLE BLOCK
1.7'DEPiH. GRT 8/26/10
KEY LOCK OR SUDE LOCK
6. THE DESIGN OF iHE SUPPORTING S1fiUCNRAL (NOT RE�UIRED N1TH
ELEMENTS SHALL BE TNE RESPONSIBILITY OF THE OPERATOR — SEE NOTE '
PROFESSIONAL OF RECORD FOR THE BUIIDING OR 4). SLJDE LOCK SHONN
57RUC7URE AND IN ACCORDANCE N7TN WRRENT BUILDING FOR CURITY
CODES FOR THE LOADS LISTED DN 7HIS DRAWING.
7 DDOR JAMB TO BE NINIMUM 7x6 STRUCNRAL GRADE
LUMBER. REFER TO JAMB CONNECTION SUPPLEAIENT FOR NOTE: (4)SECTION
ATTACHMENT TO SUPPORTING SIRUCTURE. SOL1D DOOR SHOWN. SEE
B. LOUVER OPTION — .040�MINIMUN LOUVERS IN NOLDm �EET 2 FOR U—BAR p
LOCATIONS ON DOORS
FRAMES SCREWED TOGETHER WITH A MINIMUN OF(6) WITH OiHER SECTION EET
/8x1'SCREH5 INSiALLED IN THE BOTTOIA SEC710N. OUANTI7IES AND SEE
LOUVEIiS ARE NOTIMPACT RESISTANT AND DO N0T NEET NOiES 1 AND 2 ON THIS
THE REQUIREMENTS FOR N7ND—BORNE DEBRIS REGIONS SHEET FOR GIALNG
OPTIONS.
JAMB BRACKEf SCHmULE SUPERIMPOSED DESIGN PRESSURE
DOOR N0. OF NBRACKETS �ACK BRACKETS MEASURED FROM BOTfOM LOADS ON SUPPORTING STRUCILIRE
HEIGHT SECTIONS�EACH JAMB) �E OF TRACK (ALL DINENSIONS t 2') NAX
7'-0' 4 4 01 ' JB, 13' 01,45-1 4' 01, 63' JB DOOR DOOR UNIFORM IOAD EACH JAMB (PL�
WIDTH HOCHT
7'—D' 4 4 FAT �(JB), 10'(JB), 42' (JB),63-1/4'(JB) B._Q. �y +707.6/-123.2
e'—o' s s oi -(�e), ia'(oQ.aa• �s).<�—i/+"(Qp.s�- oq
8'-0' S 5 FAT � JB, 10' JB, 29-7 4' JB, 48' JB, 66' JB 9'-0' ALL +727.1 —138.6 �
>B-0 HIGH L1Fi ROOF PITCH SEE NOiE BELOW
JB)FOLLOMANG DIMENSION DENOTES SL0T7ED JAMB BRACKET ATTACHED TO TRAq(N7TH 1/4-20x9/16"7RACK BOLT AND NU7.
QI)FOLLOWING DIMENSION DENOTES WICK INSTALL JANB BRACKET INSTALLED IN BUTfQ2Fl.Y SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH i0 7RACK.
L DOORS N1TH HIGH IJPf, ROOF PITCH,AND/OR GREAlEFt 7HAN 8'IN HOGHT REOUIRE USE DF CDNTINUOUS WALL ANGLE.SEE SUPPLEMENT TRACK CNART FOR DETAILS.
STATIC PRESSURE RATINGS APPROVED SIZES SCALE. N.T.S. SIZE. A
N►ayne� DESIGN (PSF): +26.9D/-30.80 MAX WIDTH: 9'—D" DATE NAME
TEST (PSF): +40.35/-46.20 MAX HEIGHT. 8'-9" DRAWN 3/7/D6 GRT
����0� IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT:21" CHECKED 4/6/06 MRB
JqiN E.SCqiES,PE MODELS 5120�6100/9100 SHEET � oF 2
3121 FRIRGAIE�R.
c�Raou7oN,ix 75007 DIVISION OF OVERHEAD DOOR COR DRAWING PART N0. REV
FL PE 57737 7%PE 56308/F2203 3395 ADDISON DRIVE
PROFESSIONAL ENCINEER'S SEAL PROVIDED ONLY FOR PENSACOLA,FLORIDA 72514 WINDLOAD SPECIFICATION OPTION CODE 0228 318958 P7
VERIFICAl10N OF N7NOLOAD CONSTRI1C710N DETARS. 850 474-9890
� 1S GA AD,PJSTABLE TOP PLACE U—BAR OVER INTEGRAL RIB 73 GA ADJUSTABLE A77ACH BOTTON BRACKEf REVISIONS
FlXTURE ATTACHED TD WITH THE(B)PRE—PUNCHm 70P FlXNRE TO BOTTOM U—BAR WITH (2) � P3 CHANGES TO GENERAL
PRE—PUNCHm HOLES " � HOLES EACH END FACING UPWARD 7/1-14x7/B'SELF DRIWNG FORMAT AND CHANGED
IN BOTTOM OF U—BAR / AND ATTACH THRU END CAP AT CRINPiITE SCREWS � U—BAR FASiENER TYPE
W17H(2)1/4-14xS/8� . EAqi END WI7H(2)1/4-14x7/8' �• AT END CAPS AND
CRIMP71lE SCREWS SELF DRIWNG CRIMP"1�7E SCREWS � BOTTOM RETAINER.
FOR STANDARD 7RACK AND(3) CHANGED CENTER HINGE
` 1/4-14x7/B'SELF DRILLING GAUGE AND ADDED ,
° CRIMPTIIE SCREWS FOR LOW �.- LOUVER OPTION.
HEADF200M TRACK(2 OF 14HICH � oa CHANGED S7RUT
ARE USED TO ATfACHED THE TOP IMPACT BOTTOM BRACKET IDENTIFICATION MEhiOD
� • BRAqCET AS SHOWtJ). FROM COLORED PAINT TO
�I� DETAIL A LOW HEADROOM TRACK STAMPED NUMBER.
DETAIL A GRT 3/07/06
P4 ADDED IMPACT
13 GA ROLLER SLJDE ATTACHED TO ADDED JB JAMB BRACKET
PRE—PUNCHm HOLES IN TOP OF U—BAR PLACE U—BAR OVER IN7EGRAL RIB MATH (5)SECTION DOORS AT 2" LOCATIDN. ADDED
WIiN (2)1/4-14x5/B'CRIMPTITE SCREWS. iHE(8) PRE—PUNCHED HOLES EACH END USED ONLY ON IMPACT '�� WIIH (6)3', 20 CA, MODEL 6100.MODIFIED
USE VIEWING HOLE IN SLIDE TO ENSURE FAqNG UPWARD AND ATTACH THRU END GLA2ED SECTION —77 BO KSI U—BARS NOTE B TO STATE THA7
PROPER ALIGNMENT OF ROLLQ25 CAP AT EACH ENO WITH (2)1/4-14x7/B' GA REINFORCQAENT LOCATED OVER IOUVERS ARE NOTIMPAC
SELF DRIWNC CRINPTITE SCREWS BRApCET AT7ACHm � INIEGRAL RIBS AS RESISTANT.
15 GA HINGE ATTACHED EXCEP�ION: U—BAR PLACED OVER TOP yy��{ (4)�/4-14x7/B' SFiONN GRT 6/6/D7
N1iH (4)1/4-14x5/B' � RIB ON lHE BOTfON SECTION SHALL ONLY 5�F DRIWNG ;
CRIMP11lE SCREWS(2 OF • ° BE ATTACHED THRU END CAP AT EACH CRIMPTITE SCREWS(2 L PS MODIFED JAM1B
WFiICH ARE FACTORY END WIiH(1) 1/4-74x7/8'SELF DRILLJNG h{ROUGH BOTH �• tWI7Hs(5)�3N', 20oGA, r BRACKET SCHE�ULE FOR
A�A��� 1 CRIMPTTE SCREW LOCATED ON hiE BRACKET AND U—BAR) � ' BO KSI U—BARS FAT OPTION. ADDED LHR
\ BOTTOM FLANGE OF THE U—BAR iRACK DETAII SHEET 2.
NOIE. DUE TO CLEARANCES REWIRED TO LOCATED OVER GRT 4/17/OB
2' NriON SIlEN7 INSTALL SCREWS AT THE ENDS OF THE DETAIL G INTEGRAL PoBS AS
GLJDE ROLLER N71H � °- U-BARS, ALL U-BARS SHALL BE ��� P6 ADDED IMPACT
4�STEA1 INSTALLED ON SECTIONS PRIOR TO RESISTANT GLAZING.
DETAIL B INSTALUNG ROLLER SUDES ANO TOP (7)7�4-14x7/8' SELF DRIWNG CRIMPTITE ADDED TEXAS LJCENSE
FlXiURE ON lHE U—BARS.SEE SCREW AT CEN7ER LINE OF DOOR 7HRU NUMBER TO 11Tl.E BLOCK.
ATTACHMENT NOTES ON THIS SHEET. ,FSTRUT dc OPERATOR BRACKET. CHANGED LOUVER NO1E.
PLACE U—BAR OVER NDIE� J—S7RUT&SCREW IXJLY REOUIRED INCREASED MAX HEIGHT
1B GA HINGE ATTACHED INiEGRAL RIB AND ATTACH ON IMPACT CLAZED SECTIONS SEE N07E TO 8'-9' ADDED HIGH
WITH (6)1/4-20x5/8" � µ�7F{ (2)1/4-2�5/8' 2 SHEET 1 �' ' TRACKNNOTE.F PITCH
CRIMP117E SCREHS(2 OF CRIMPhYE SCREHS THRU
WHICH ARE FACTORY ' PRE—PUNCHED HOLES AT /� GRT 7/22/08
ATTACHm, 3 OF WFiICH EACH INlERMEDIAIE HINGE
ARE FlELD INSTALLm INTO P7 UPDATED TITLE BLOCK
TOP LEAF, AND 7 OF LOCATION(1 THRU FLANGE • GRT B/26/70
WHICH IS FlELD INSTALLED OF U—BAR AND BOTfOM
1HRU PRE—PUNCHED HOLE �._ HINGE LEAF AND 7 THRU
WEB OF U—BAR AND
IN U—BAR INTEGRAL RIB OF SECTION) ,
DETAIL C /
12 GA BDTTOM BRACKET \ �
FACTORY ATTACHED 4ATH "o
(3)t/4-14x5/8' PLACE U—BAR OVER INTEGRAL RIB H7TH
NOTCH DOWN TO CLEAR BOTTOM
CRIMPIITE SCREWS . BRACKET AND ATTACH THRU END CAP U—BAR ATTACHMENT N07ES �
DETAIL F
AT EACH END N7TH (1)1/4-14x7/B' 1.ALL U—BARS SHALL BE PLACED DVQ2 INTEGRAL
50.F DPoLLING CRIMPTITE SCREW AS RIBS AND ATTACHm THRU PRE—PUNCHED HOLES
FOR IMPACT RESISTANCE, SHOWN AND USE(1)1/4-14x7/8"SELF WITH (2)1��-14x5�8�CRINP7ITE SCREWS AT EACH L
BOTTOM BRAqCET MUST BE DRIWNG CRIMPTTE SCREW ACROSS 7HE INTERMEDIATE HINGE LOCA710N.(2)1/4-14x7/8' r
SCREWED TO THE BOTTOM �-• BOTTOM OF THE BOTTOM U—BAR AT SELF DPoLLING CRIMPTITE SCREW�AT EACH END CAP
U—BAR INTH EACH PRE—PUNCHED HOLE AT EVERY (EXCEPT BOTH U—BARS ON BOTTON SECTION—SEE
(2)7/4-14x7/8'SELF DETAIL D HINGE LOCA710N. USE(1)1/4—Z(ix5/B' DETFUL B AND D THIS SHEEn. (2)1/4-14x5/8'
DRIWNC CRIMPTITE SCREWS. CRIMPTIIE SCREW AT ALL OTHER CRINPIITE SCREWS APPROXIMATELY MIDWAY BETWEEN
SEE IMPACT BOTTOM BRACXET PRE—PUNCHED HOLE LOCATIONS END OF DOOR AND INTERMEDIATE HINGE LOCAlION,
DETAIL 1Fi15 SHEET. AND(1)7/4-14%5/8� CRIMPTITE SCREW
APPROXIMATEIY 8'FROM EACH END. THERE SHALL
BE A TOTAL OF(12)SCREWS ATTACHING EACH
U—BAR IXCEPT BOTH U—BARS ON BOTTOM SECTIDN
�Bx3/4' NIN STAINLESS SHALL HAVE A TOTAL OF(10)Stl2EW5 EACH.
SCRENS VIITH STAINLESS � •-�
BACKED RUBBER WASHERS NON—STRUCNRAL DECORATIVE 2 NATH THE IXCEPTION OF 7HE(8)PRE—PUNCHm
3-1/2' O.C. A1AX OUTER WINDOW 7RIM HOLES IN THE TDP OF EACH END USED FOR
ATTACHMENT OF THE ROLLER SLIDES AND 7HE(6)
'/� ^� ' PRE—PUNCHED HOLES IN 1HE BOTTON OF EACH END
1/8'BEAD GE � � ��4�PoLYCARBONAiE USED FOR THE ATTACHMENT OF lHE TOP FlX7URE
ULTRAGLAZE ,/I � ' AND UNLESS NOlED OTHERWISE ON lHIS
SSG4000AC , SPECIFlCATION DRAWING, ALL PRE—PUNCHED HOLES
STRUCNRAL � -- IN ALL U—BARS SHALL BE ATTACHm TO 7HE DOOR
SEALANT OR � WITH 1/4-14z5/8' CRIMP7ITE SCREWS.
EOl11VALENT
3. 20 CA U—BARS SHALL BE STAMPED'34'
I . APPROXIMATELY 8'FROM EACH END.
FACER STEEL II
STATIC PRESSURE RA7INGS APPROVED SIZES SCALE: N.T.S. SIZE. A
DESIGN (PSF): +26.90/-30.8D MAX WIDTH: 9'-0" DATE NAME
�.� _=J�.� wagn�� TEST(PSF): +4D.35/-46.20 MAX HEIGHT 8'-9" DRAWN 3/7/06 GRT
p a 1 t o n IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT 21" CHECKED 4/6/Ofi MRB
JOHN E.SCAIES,PE NON—STRUC7URAL SHEET 2 OF 2
St2�F,vRcn7E ott. DECORA7IVE INNER /� MODELS 5120/6100/9100
CnRROLL70N,Tx 75007 N7NDOW TRII+1 '—" DIVISION OF OVERHEAD DOOR COR DRAWING PART NO. REV
R PE 51757 7X PE 56308/F220J 3395 ADDISON DRIVE
PROfESSIONAL ENCINEER'S SEAL PROVIDED ONLY FIX2 DETAIL E PENSACOLA, FLORIDA 72514 WINDLOAD SPECIFICATION OPTION CODE 0228 318958 P7
VERIFlCA7�ON 0�WINDLDAD CONSTRUC710N DETAILS &50 474-9890
SCHEDUI.E 3 �
3�18"rd A307 HEADED OR HOOKEb/iNCHOR BOLTS IN NORMAL WEIGHT CONCRETE
MAXIMUM SPACING OF ANCHOR BOL7S PER JAMB(iN) '
LOAb PER 2000 PSI 2500 PSI 3000 PSl �
JAMB LB1FT NOTF3 CONCRE7E CONCFiE7� CONCR�TE
100 24 � 24 24
-120 24 24 24
i40 24 24 24
160 24 24 24
180 24 24 24
200 24 24 24 •
220 24 24 24
240 24 24 24 i
260 24 24 24
280 24 24 . . 24
300 24 24 24
320 24 24 24
340 • 24 24 24
360 23 24 24
380 22 24 24
4ti0 20 24 24
420 19 24 24
440 19 23 24
460 18 22 24
480 i7 21 • 23 •
i 500 i6 • 20 22 '
520 16 20 27
540 15 19 � 20
560 14 i8 79
580 14 18 i9
600 i3 17 18
620 13 16 18
640 13 i6 17
660 12 15 'i6
680 12 15 16
700 11 14 ' i5
720 .11 14 i5
740 ii 14 15
760 i i 13 14
780 i0 i3 i4
, 800 10 i3 73
1.BASED ON�3/8"P1 A307 HEADED OR HOOKED(i.fi'9"M1N.HO�K LENGTH)ANCHOR BOLTS WITH•A 1"O.D.WASHER
W ITH A MINIMUM EMBEDMENT DEPTH OF 3"AND A MINIMUM EDGE DISTANCE OF 3".
2,PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED 70 MAINTAfN MAXIMUM SPACING AS SHOWN 1N
TABLE WITH A MINIMUM OFTHREE(3)ANCHOR BOLTS PE�R JAMB. ANCHOR BOL7S ATTOP AND BOTTOM
OF JAMB SHALL BE PLACED A MAXfMUM OF 6"FROM THE END OF THE JAMB.
3.LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD(PSh�TIMES DOOR WIDTH(Fl)DIVfDED BY 2.
EXAMPLE: DESIGN LOAD�30psf
DOOR WIIJTH=i6ft •
LOAD PER JAMB=30psf x 16ft/2=2401b/ft
� 4.CHART IS BASED ON 6'-6"MINIMUM AND 24'-0"MAXIMUM DOOR HEIGHT.
5.DOOR JAMB TO BE 2x6 NO.2 GRADE SPF LU1V(BER OA BETTER MOUNTED DIRECTLY TO SUPPORT STRUCTURE.
s,DESIGN OF THE SUPPORT STRUGTURE SHALL BE THE SOLE RESPONSIBILIII'OF THE BUfLD(NG DESJGNER
AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS GALGULATED PEFi NOTE 3.
7.CALCULATfONS CONFORM TO ANSI/AF&PA NDS-2005 AND ACI 3i8-05,APPENDIX D.
A roved
Mark R.Barrow,PE
Florida L•icense No.57389
Wayne Dalton Corp.
3395 Addison Drive , Revlsfon P8
Pensaco(a, FL 325i4
�
� ��
, � � 7 � 15355 Flight Path Dr.
� � �� � Brooksville,FL 34604
� � � � Toll Free(866)420-DOOR
� �! wwwDGDoors.com
Discount Garage Doors Inc. State Lic.#CBC 1254791 i
November 18t"2015,
City of Zephyrhills,
I, Jack Dickerson, give permission for Beverly Amato pick up any permits from City of
Zephyrhills using contractor license# CBC1254791for Discount Garage Doors, Inc.
Sincerely,
�.. �4�_,���
Jack V. Dickerson
President, Discount Garage Doors, Inc.
The foregoing instrument was acknowledged before me on this 9th day of November,
2015 by Jack Dickerson who is personally known to me.
J /
i �/ / r�4 ✓ �__
� Signature of Notary Public ��
'�� LINDAANN KRUMNOLTZ
MY COMM188fON A�FF016028
.
�XpIREB 8eptetaber:07,201�
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� f)�J11�� �I'lUfl(IS�1 Pl$LIpISIU� '.1V?.I fAc ll I]U� f:�:iU� �Uti t'JOfI J�r1L1B�t'll!$IXa O�7UISOC�51 !!C'6LH�OUIBJ 8 Mll r' ;'t` " I
1 I �I 1 II I f 1 1 P A An,- ��,�' �
, ',�11�1d 51�a I. ����SI�`�:;�1���'C�tll 1�Jn��� if�t;il'I i hti�il L J�110!�E:(�['JSUf JB�IQJiJ 71�1 'u�Iclu�p�a��i pue �l(Jf�JESS3�Pl/Sa� .'� .
�, pu�unu�:}�cf,i,uF�il c��,ul ^n������dd� tu•�ui:linL�� 's�cu��i���u �nqel II� ��5�u�ri1 I!'M i7�0 N1JOM�C7 NDlldl`J�,"i �!�` �.�'•:::
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.r rd-r,r�+c�::s,+�mi . .......s-� . ._......._... ......._.......�...
�� w ' a uYscoun�`�arage oors, lnc. � �
15355 f•li�ht P�th Dr. [irooksvillc, FL34604 ������
Toll Pr�e 1-8G6-420-DOOR (3G67) • www.DCDoors.rnm '�<rw- 'j:4a:'
oi■co�n�a■r.p.000r.i�o. Contract for Salc and Installation of a New Garagc Door ,�atii �i, � �
State uc.N CaCt25a7s� I "Quality Service At Affordable Prices" T�:�:''� ..'
( ,� I ' �(o r`� 7? � � ✓� � ' ����j N����
Cu r Name: ""' �"�'nsh�M �I�urn � � Address. J�Z �n � r ' '�'"
�(Ur�i��ll �3 Sy0 �l6 �7Z•S`7d .:,: ':�t�_
City: � ,f Phone Jt( ) -S Installetion Date: '� ��
Job Totel$ ��V Deposll Coflocted�$—L_ Bal ce Due$ '
�-j ,�� � S 9
Model: _,/l�U Panal Design:�"/_�l�l�� Wind-Code� "� 5
Door Length: �� d ' Door Height. � v ' O.R.B. ❑YES�]NO($66.00) 5
Ceiling Height:�LL�' _.�_" Ceilinc�Heights ovor 18"of Door Height$1.00finch .................. S
I
Calor: � ��� Radius: t�' 15" LHR(add 3100.00)................ �
�
OR ON r EXTENSION Spring Pad Needed: YE NO (520 00).X� ._L.'+._�<.'.......,,1!���f•- $
Sidebucks Needed: YES 1�Q Header Needed: YES IqC
�i� Combined Length of Sidebucks and Header 'x$5.00ll001 inslafled ... ................ ......... ...................... �
��ry, � �
� '� Reinforce Exisling Sidebucks.(530.00) �� NO Type ol Ancfiors S EEVE WOdD LAGS .....................__ $ L�
o��
��,y � Trim. YES NO (S78.00 ing e) (598 00 double) ... ... ..... .. .--- � -..•.--• ----�-� �--�--�-�--........... ......... $ ^C
I
� Windows: YES NO Type• CLEAR IMPACT DCSIGNER ... .. ... .. ... .. ............. ........_..._._ $ I
�
� Inserls or Glass Dosign: _ _,__________ ._ $
I /I
; SIDE SL-ID OCK (�10.00) OUTSIDE KEYED LOCK (550 QO} NO LOCK ..........................__ $ �(/
� Door 5ub-Total .. _. C�
� ��� .
.... ...... --�.................. S
i Hardware Perlormance Upgrade(30 Year Warranty). 10"�ol Door Sub-Tot�l ..�1... ..��./. .............. ... ......... ...... $
� I
�\ Door being removed: STEE� WDOD(�25 00) ` 1=1f3ERGLASS SHINBUSTER ..... ........................_ $ �
d
� ����0� Existing Opener `�NO Brand ���_�e'___ __ __ __ Re-Hany� ��($50.00) $ � ,
�
� New Operalor Installation: YE5 �� Model __ __ ____._.Trans. ____� Keypad $
i /'�� �
iQQj� Notes —�'�d'��'G� tL rL� _ . ,��s�l r �vf' vT p p 7� I
I / __.�,_ oor&O erator Sub-Tolal..._......_. $
l �
iqsas � �/��l" _L�GCE . Fuel/Misc. .-�........ ......... $
S�a p
����he�at — —Permit --�--... ,....-�---- �-��- � ��/
/ 'y
awa�k� ❑ QUOTE ONLY � DOOR SOLD Total ................._.__....... $ `1
� Garage noeds to be freo and clear 6'back and wid�h of openinp.II nol u�oro w�ll be a�85.00 per hour charge io move items.
� I have road and undersland ihe lerms and conditions bolh above and on�he reverse ol this documenl.I authorize DGD to peAorm the work listed and agree tU
� pay Iho amounls stated herein. I!pay�ng by cr�dil s�fiy sfgnalure below aulhorizes DGD to charge my card pursuent to t e card issuer egreement.
_ �y
Customor Signaturo + �l�� \ � Date I! )U U
C EDIT CARD#' EXP. DATE CV# CHECK# DRIVER'S LfCENSE#
l�UU , z6
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Cit of Ze h hills
Y P Yt'
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: � �$C O U N i �A�,(�E �0 Dt`$
Date Received: �( — 1� -- l �J
site: -13 I� �.-�N pov t R pR
Permit Type: (ti' /tQAC�E l7 aOGt ��PwAcEMEar ��S Q K 7
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
� This comment sheet shall be kept with the pernut and/or plans.
� F�� �� `��
1�
Kalvin S `it r— s Examiner Date Contractor and/or Homeowner
(Required when comments are present) �
�