HomeMy WebLinkAbout17-18574 � CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 18574-r .r-
BUILDING PERMIT �,,..�-� �
PERMIT INFORMATION � LOCATION INFORMATION
Permit Number: 18574 - Address: 6119 18TH ST
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: PARK HILL
Est. Value: Parcel Number: 02-26-21-0180-00000-0380
Improv. Cost: 825.00 OWNER INFORMATION
Date Issued: 6/20/2017 Name: DAMICO KENNETH GRAHAM
Total Fees: 90.00 Address: 116 13TH AVE NE
Amount Paid: 90.00 ST PETERSBURG FL 33701-1204
Date Paid: 6/20/2017 Phone: 727-460-3221
Work Desc: REPLACE 12 X 7 GARAGE DOOR
CONTRACTOR S APPLICATION FEES
OVERHEAD DOOR COMPANY OF TAMPA B BUILDING FEE 60.00
CONTRACTOR CERTIFICATE 30.00
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Ins ections Re ui d
FOOTER 2ND ROUGH PLUMB MISC IN ULATION 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.
,
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CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
eisaso-0ozo City of Zephyrhills Permit Application Fax-813-780-0021
Building DepaAment
Date Received (,� � ��7 phone ConWct for Permlttin ��7 �� - �.S /
Owner's Name �Y� � 1�-o Owner Phone Number �"3�Z I
Owner's Address ����'� !3 z , e�Owner Phone Number
Fee Simple Tltleholder Name Owner Phane Number
Fee Simple Titleholder Address
JOB ADDRESS �.(� 6 - ZP 1 L LOT# �
SUBDIVISION PARCEL ID# (�z'Z�P" �" �� D� � ����0
(OBTAINED FROM PROPERTY TA7(NOTIC�
WORK PROPOSED e NEW CONSTR e ADD/ALT � SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM � OTHER � Y
TYPE OF CONSTRUCTION Q BLOCK Q FRAME 0 STEEL Q
DESCRIPTION OF WORK (� /}C-P (,.�.`W Y- �/ ,� SI�2 L ���YI7(7
BUILDING SIZE SQ FOOTAGE� HEIGHT �
�BUILDING $ VALUATION OF TOTAL CONSTRUCTION ,/'
zsoo ���,
QELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C.�i
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�PLUMBING $ � �
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � /,/�-�C� �r- , a �
�� ��,�'( v�
QGAS Q ROOFING Q SPECIALTY 0 OTHER � �
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO Q����i/� -"
BUILDER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# �C�'��b
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y! N FEECURRE� Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
/
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
OTHER COMPANY �IIC�1��7L��U/ C�✓ D T �'T
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# �L��dv�� II
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
RESIDENTIAL Attach(2)Piot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Starmwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projec[s
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,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster Site Work Pertnit for all new projects.All commercial requirements must meet comptiance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
Dlrections:
Fill out appiication completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500)
•• Agent(for the conVactor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Driveways-Not over Counter if on pubiic roadways..needs ROW
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813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building DepaAment
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;LQt�i�:Py�n, DEBORAH LYNGHOUA
:t; t, MY COMbiISSIOA'#FF 949996
;�. " .',s EXPIRES:March 3,2020
'%�'pF�o:��' Bonded 7hru Notary Public Undenvriters
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City of Zephyrhills
BTJILDING PLAN REVZEW COM.Iv[ENTS
Cantractar/Homeowner: ,��/���?�� �'�f�.,,.
Date Received: � ��'j�
Site: _ �p f�� ,���
Permit Type: � � ���� �� �7
Approved wlno comments: Approved wlthe belcrw comnnents: ❑ Denied wlthe below comments: ❑
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This comment sheet shall be kept with the penmit and/or plans. �
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Kalvin Switzer ans Examiner Date Contractor andlar Homeowner I
{Required when comments are present) �
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5/3'!/2017 ' Florida Building Code Online
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Produc[Aooroval Menu>Produd orAoolintian Search>Apoltwtion Lis[>Appikatbn Detail
e e•-a-�� _ FL# FL14170-R7
` � Application Type Revision
Code Version 2014
Application Status Approved
Cormients
Archived _.,
Product Manufacturer Overhead Door Corporation
Address/Phone/Email 2501 S. State Hwy. 121,Suite 200
Lewisville,TX 75067
(717)247-3638
tom steckbeck@overheaddoor.com
Authorized Signature Greg Taylor �
gtaylor@wayne-daRon.com �``�,
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TechnicalRepresentative MaricSawicki �,q o� �,
Address/Phone/Errgil Lewsville,tTX 75067 ZS,Suite 200 °�s ����`+��
(469)549-7031 � �
rterlC_sawicki@overheaddoor.com ,�'�
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2d0��/Q,��`` /,
Quality Assurance Representative Carol Currence
Address/Phone/Erreil One Door Drive
MtO. Hope60H 44660 ���w����
(330)763-8091 �(i
ccurtenc@wayne daltog���Q�o�(����
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Category Exterior 000rs �` `R• �� B �
Subcategory Sectional Exterior poor Assembl��`Fc�N�� ��
yrRy��c��O ���
Compliance Method Evaluation Report from a Florida Register���t or a ��nsed Florida
Professional Engineer �Q��,°,��
��� Evaluation Report- Hardcopy Received '6J/�c,�v,Y�-
Florida Engineer or Architect Name who developed the Maric A.Sawicki vy��es
Evaluation Report
Florida License PE-72613
Quaiity Assurance Entity Intertek Testing Services NA,Inc.
Quality Assurance Cont2ct Expiration Date 12/31/2020
Validated By Jeffrey P.Ameson,P.E.
✓ Validation Checldist- HarcJcopy Received �
- —6ert�ficate-of-Independence----- —- - ---- -FL341�0-R7-EOI-Indenendence-Overhead-DoorCaro-2010.ad�--
FL14170 R7 COI Mark Sawicki Ind cert.odf
FL14170 R7 COI Technical Validator Certi of Ind.odf
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 108 2002
ANSI/DASMA 115 2005
TAS-201 1994
TAS-202 1994
TAS-Z03 1994
Equivalence of Product Standards
Certified By ��
ht�sl/floridabuilding.org/pr/pr app dtl.asp�C?pararr�wGEVX(�wtDqsKhgANvDgZvugiSDtFnu76Xe�4wmWu38yiwuy50WHcoQ%3d%3d 1/4
�����7 ` Fiorida Building Code Online
Approved far use outside HVHZ:Yes FL14170 R7 II 411059 Commercia!T2ck odf
Impac#Resistank:Na F�24170 R7 II OHD 7a�nb Suoolement P6 adf
Design Pressure: +12.4/-13.8 Verified By: Mark A. Sawicld 72613
Other.Glazing is nat impact-resistant and does not meet the Created by Independent Third Party: Na
requirements for the wind-bame debris regions. Evalnatian Repor#s
FL14170 R7 AE 170 FBC eval 032315s pdf
Created by Independent Third Party: No
14170.7 g,Series 170-175, 177, 180-185, 187 WS2, 16'Max width. 14'Max height. Glazing available in tap or
intermediate secfiion
Limfts oE Use Installation Ins#ructians
Approved for use in HVHZ:No FL14170 R7 II 411045.pdf
Approved for use outside HVHZ:Yes FL1417p R7 II 411059 Cammercia!Track odf
Impact itesistant:No F114170 R7 II OND Jamb Suootement PB adf
Design Pressure: -h15.3J-17 Verified By: Mark A.Sawicld 72613
Other:qazing is not impact-resistant and does not rneet the C2ated by Independent 7hird Party: No
requlrements for the wind-bame debris regions. Evaluatlan R$ports
�L1417Q R7 AE 170 FBC evai p323155�f
Created by IndependenC Third Patty: Na
14270.8 h.Series 170-175, 177, 180-185, I87 WS4, 16'Max width. 14'Max height.Giazing available in top or
inkertnedlate sectlon
�imi#s of Use I»sta!lation Instructions
Approved for use in HVHZ:No FL14llQ R7 II 411046.pdf �,
Approved far use outside HVHZ:Yes FL14170 R7 II 411059 Corrmiercial Track.odf ��
Impact Resistant:No F�14170 R7 II dHD 7amb Suoalement P6,pdF !
Design Pressure: +23/-25 VeriFied By: Mark A. Sawicki 72613 ,
Other:Glazing is not impact-resistant and does not meet the Created by Independent Third Party: No
requ(rements for the wind-barne debris regions. Evatuattan Reports
F�1417Q R7 AE 170 F8C evat 032315s odf I
Created by Independent Third Party: fVo
14170.9 i.Series 170-175, 177, 180-I85, 187 WS6, Z6'Max width. 14`Max height.C7azing ava�abie in top or
intertnediate section
li�nits af Use Installat�on 7nstnsct6ons
� Apprpved far use in HVHZ:Mo FL14170 R7 II 4I1047.ndf
Approved far use autside HVHZ:Yes FL14170 R7 II 411059, Commercial Track.odf
Lnpact Resistant:Yss Ft�14174 R7 II OHD]arr�Suoolement P6 pdf
Design Pressare:+30j-33.5 Ve�ed By: Mark A.Sawicid 72613
Other:Available glaxing IS irr�act-resistant and meets the Cr�eated by Independent ThircJ Perty: No
requirements of the wind-bome debris regions. Evaluation Reports
,�24i70 R7 AE 176 FBC evat 032315s odf
Created by Independent Third Party: No
14270.10 j.Series i?0-175, 177;18Q-185, 187 WS7,ifi'Max width. 14'Max iteight.Qazing available in top or �
intemiediaCe section
I� f�mits of Rise L�staltation Instructians
Approved far use in HVH2:Na F�14170 R7 II 411048.�df
Approved for use outside HVHZ:Yes FL14170 R7 II 411059 Camrnercial Track.qdf
Impact Resis#ant:Yes FL24374 R7 II OND 3amb Suaolement P6 pdf
DesPgn Pressure:+34.4J-3$.3 Verified Sy: Mark A.Sawicid 72619
Other;Available glazing IS impact-resistant and meets the Created by Independent Third Party: No
requir�ments of the wind-borne debris r�egions. Evaluation Reports
Fl�i4270 R7 AE 2TQ F8C evaE 0323ISs_odE
Created by Independent Third Party: No
24170.12 k.Series 1?Q-175, 177,180-185, 187 WS9, ib'Max w3dth. 24'Max height.t;tazing avaitabte in top or
intemiediate section
LimiYs of Use Installation Instructions
Approved far use in HYHZ:No F�14170 R7 II 411049.odf
Approved for use outside FiVHZ:Yes FL1�i170 R7 II 411059,Comrnercial Track.edf
Impact Resistant:Yes FL14170 R7 II 4HD Jamb Supptement P6 pdf
Desigo Pressure:-l-46J-52 Verified By: Mark A.Sawicki 7Z613
Other;Availab(e giazing IS irt�pact-resistant and r�ets the Created by Independent Third Party: No
requirements of the wind-bome debris regions. Evaluation Reports
FL14170 R7 AE i70 FBC evat 0323i5s.4df
-------------- -------.----- ------------- �reated-by-Independent-Third-Party:-(Va------�---� ------
14174.12 L Series 17d-175, 177,186-185,187 WS2, i8'Max width. 14`Max height.Clazing avallabte in top or
intermediate section
Limits af Use Installation Instructions
Approved far use in HYHZ:No FL14170 R7 II 412450.odf
Approved foruse outside HVHZ:Yes FL14170 R7 II 411059.Camrnerciai Track,ndf
ImpaaY Resistant:No FL14170 R7 II OHD]amb Suoolement P6�df
Design Pressure:+12.4J-13.8 Verified 8y: Mark A.Sawicki 72613
Other.Gtazing is not impact-resistant and daes nat rr�et the Created by Independent Third Party: No
requirements for the wind-bome debris regions. Evaluation Reports �
FL14170 R7 AE 170 FBC evat 032315s.odf �
Created by Independerst Tfiird Party:1Vo
14170.13 m.Series 170-175, 177,180-185, 187 wS3, 18'Max widCh. ].4'Max height.Glazing availabte in Yop or � i
intermediate section �
ht�sJ/flaridabuilding.org/pr/pr app cttl.aspXtparam=wGEVX(Zwtf�qsKhgANvDgZwgiSDtFnu76X�14wmW'u38yivKty50WHcoQ°/a3d%3d 3/4 i
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I �008�1 �- FElFASE PER Eq 11]�IQ SR
1J Gp ROL1.Qt 51JOE ARACME�TO � aosa� A v[w Ea a ie i ��
BRAp(ET INTH 9/I6-1B BOLT Rc NUT � �o)oa p pEp Eq ����� ��
i
CENTER SL07 ANO 1/f-20i9/16' mVRpe�urdN .ICM1a[ I
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D 13 GA CONNERCIAL'A'iRAME '
TOP BRACKET ATTAOiED YA7H � � 1�BS0"lld7'6S
(4)1/4-14�7/8'StI,F � I D
�RIWNC CRIMpTIIE SCREWS /� I q I (B)SEC710N OOMS N1TH
� l �12)}•10 OA 80 KSI U-BARS
IOCAlEO AS SHOWN�
ApD(2J 1/a-fa7/9•
SELF ORIWNO CltINPT1T(SCFEXS �0 f- �14'k 15' �
(INSI�E OF EACH EF1D HINGE) I
, � (�)secnorv poops xtn� �
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w�n�+-i/2•sror ario '
1 � LOCATFD AS 9fONT1 i
7II8'PU4INUT AT EACH �•
ROLLER LOCATION. 1/4�MAX
9ETYrEEry pUSHNUi AND
BRACNET Ofi HINGE �
i 12'
14 GA N1DE B�Y END (6)SECTION DOORS W
HINf�ATiACHED N1iH r (9J J'20 CA BO N9 U-BMS
(4)1/!-I1�8/6'SELF I� '� �I LOC�IED AS SHOY.N
TAPPINO SCREYS OETNL B �
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i io� � i C
(s)secnor+ooaes mn�
4 � � � � (a1'•ZaLOCAIED AS SHOWN
18 GA NAFlROW BOOY p 1 l I
INTEF2MEDIAT[{dNG[
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TAPPING SCREN5 ({)SEC110N OOOPS INTH
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14 GA BOTTON BRACKET
ATTAQ1m W17H(4J �
1/1-I�a7/8'SEIF DRIWNG
CRINPIITE SQ3EW5 AND(f)
7/h1{r8/9"SELF ORIWNC 0
TANPFA RESISTANT SCREW �
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(4)I/h16�7/8'SEIF I
DRIWNC CFINPTITE SCREWS i
AT EPQi Si1LE LOCATON.TYP I
MARK A SAWICKI PE I
A I 2501 SLEW�PE 7 26 73 0 6 71�200 ,
ITX PE 106291
IPROF6510NAL ENGINEER'S SFOL WiOYIOEp ONLY FOR A
VFRIFlCA710N OF WINO LWD CONSiHUC110N DETAILS.
THE DPAVWLS MD ALL OIlIFA H1NpN7LLN!COHfNNm NFfE1N!RE 7!E WNiWIML AND Ri0P111EGqY PNOPFAIY Oi'0�p�p,DOON CONPtlU110N RND IIS ORLAfED G01PAlIES. iH15 DAAWING
AND WFORIWION,P�MNpLE Bi Q�PARf,WY NOi BE CONm N AtlT YONIIFA OR OSLLOSED TD INYOHE pRlqUf 11E Pfdpp 1Md11p��pNS[ry�pp plEpg�p OOdi CO(&mUfpN. NO�ISftOSUFE OP
�M' P Ti MNG INiOPY�II N 1 P! T 0 P� A � A Po AiION TO R M!Y 7 WiNpUf qpC WR C NSENT W R ORGpNiION.
� � 'aa"m'nmaa .a�eaa FINISM n � m;.e. o.R
uwnQ+.zs�..aoa-.oa� „"'�'u�, t.y� N/n � �Y"`' ��WES I70, 180WL
asi ro.aoo+.aas/-.ao� �� G.T�AY�OR �o/is/io
am.eoo..00e�-.00a x t.� uwr ov � ,o ss,o wsa. Is'MnX vnoE
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N,T.S. � a 2
V V 5 4 3 L 1
i
' I
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I
8 � 6
D NOTES 5 4 3
2 1
�FAT TpqCK rw �.. •_�aeaw REVISIONS
�i � � �p Mi[ ,wp��
'JODO�t — PEIFASE PEA FA 11�3 IU SR
LA21NC OP11pNS-.OBO�AHNIMUM E DOOR I � o�oa A q pEq Eq ������� c�
SSB CLAZING IN NOlDEO FRAMES »�A HORIZ ANGLE
SCFENfO TOGEn1EA N11ry A AIINIMUM OF ,4 20 CA CENTER S11LE i
(10)aB�l"SCREWS WSTALLED M TOP pp , 10 GA END S71LE I
INTERNEDIAIE 5EC110N(N7TH pqµ17Hp�7 I7 CA F�A�ANGIE , NEET
D DECORAP1rE INSFRTS)NEETS UNIFORM
STA71C YAND PRESSZIftES 4i0WN ON T�{�5
DRAM7NG.GLALfiC SH�LL HAVE p 16 GA AIIN HORIZ �
MA%IAQ1M X�CHT OF 10,69'AND A �A�
MN%IMUN�ryGTM OF 16.94' (�qnNC IS • � D
NOT INPACT RESISTANT ANO DOES NOT 5/�8��_S�Ba �' I
MEET IHE REWIRENENTS FOR �AC SCREW(MM 3 m .m
N1ND-BORNE DEBFIS ftEqONS. AS SHOKN) t •o
2.YINY�OR W000 DOOR STOP NAI{,�D A �����6'ZD�9/I6'LARCE , � m
MAXIAIUM pF 6'O.C.NUST OVEF�qP TOP HEAD iRACN BOLTS OR �
ANO 90TN FJIDS OF PANELS MININUN ��f-20 SNDS 1N1H 0 ,
7/18"70 MEE7 NEGATI4E PRESSURES. ��4-ZO HEX NUTS �
3.NEY LOCK,SIJDE LOCKS,pR 18 CA MIN�ERT
0 �
OPERATOR RE�UIRm. TRACK C, ,0 I
4.LW1£q OpTIpN-.0{0'MIfJIMUM �/4-YOr9/I6'TqqCN m
LOUVERS IN AIpLpEp FqMAES SCREKED BOLT AND 1/4-20 HE% : � B MEET
TOGE7HFR YA1H A NINIMUM 0� 10) NUT AT EACM JB-U$ i ' m TYP
SCREYS INS7A�0 IN iHE BOiT01I �M�• ��B BRACKE7 LOCATION HEET
SECTION,�pUVERS ARE NOT INPACT e
RESIS7AN7 ANO DO NOi MEET iHE o
REOUIREAIENTS FIXi YAND-BOqNE DEBRIS 5/16v1-5/0'lAC
REGONS, SCREW AT EACH .
JANB BRA�I(ET � � I
C` 5.SEC110N S7EEL LO HAVE A MINIMUN
26 CA iH�G(NESS. .��
'0' ^
6.1HE DE9GN OF fi{E SUPPORTNG `
57AUC7URAL ELENQJ75 SHALL 9E TiE : .o.
RESPONSIBILITY OF h{E PROFESSIONAI. 15 GA S7IFFENED
OF RECORO FOfl hIE BUILDING OR JAMB BRACNETS ' °
SIpUCNPE AND IN A�COFtDANCE N1Ti SEE SCHE(pULE i0R f
CURRENT HUILpINC COOES�OP TNE pUANITY,LOCAlION, �
LOADS USIED ON iHIS ORAWING. AND TYPE
7•DOd2 JAMB TO BE NINIYUN yY4 KEY LOCK OF SLIDE LOCN 0 I
STRUCNRA{,GRAOE LUNBEfl. REfER TO EACH END(NOT REOUIRED �m.
JAMB COI/NECTION SI1PpLENENT FOR Ni7H ppERATOF-SEE �
ATTACHMENT TO S1IPPORTINC STftUCNRE. NOIE 3). AJOE LOCK , �.
910WN FOR 0.ARITY j � o
B.FOR LOW ryEAO ROON LIFT %
CON�I110N5,TOP 6RACKET SHALL BE A � ET
���A L.HH 7/1 TOP BHAO(ET YRTH q tl07E, (4)SECTON SOLID OOOp �
MININUN pF(3)I/4-1{N7/9'SEI,F SHONN. SEE SHEET Z FOR U-BAR
DRILUN�CRIM7TITE SCREWS IN IJEU pi' �p�pnOryS pN DOORS M1TH O7NER
THE 9RAp(ET SHpW{�ON TNIS�RAN9NC. SECTON QUANTITIES AND SEE NOTE I
U-BAR ON TOG SECTION 91p��BE iFAS$HEEi FOF GIAZING OPTIONS. ��RIE�_ 16'Dooa SNONw, SEE SiATI,Pf2ESSURE RATINGS APPROVED SIZES
INSTA�pry Tpp pp WR Tp� S71EET 2 FOR HMGE ANO STILE
BRACKE75. �� LOCAnONs Od On7ER 92E 000RS. DESIGN PR SURE(PSF): 23/-25 MAx N1Dhl; 18�
B 9.IN L1EU pF THE g1ppT PANEL I MAX HEIGHT: 14'
ENBO55NENT SHOv,N,L�C PANEL IMPACT/CYC C RATEO: NO MAX SECTION HEIGNT: 21"
EMBOSS�dENT,VIZ pqryd p�BDSSMENT
OR NO�BOSSMQVi MAY BE USED. I B
JAMB BRACKET SCHEDULE
DOOR NO.OF gflACJfET58 TRACK A � Nd
HEIGHT SECTIOfiS�EA���8� TypE BRACKE75 MEASURm FAOM BOTTOM
OF TRACK(ALL DIMQd9pry5 3 2�)
6��6• 4 { FAT 10' JB-U5.25-!6 ,B-US).J9 JB-U5.57-1 l JB-US
6 NGR 5 STD.22 510.JS J{ STD,54-3 4 STD,67 STD,7J STD
�•_p• 4 4 FAT 10 (,B-US,29-]4 ,g-US),42 JB-US).83-1 4" J6-US
e HGR s(sro,zz•(sro,as a/�•<sm>,54-5/4' STD,67' STD),73''S7D)
7'-6' S 6 FAT Z'�JB-US,10'(J9-USj,26-3/4' ,J9-US),45' JB-US).6J' JB-US.74-1/2' JB-I15
14 CA MIN � NGR s• sm,x2• sro,ss a 4' SiD,54-3 4' STD sr sro,�a• sro.ea• sm �
HEAOPLATE 8._p. 5 8 FAT 2'(JB-US).10'(JB-USI.29-J/4'(�-US).48°(JB-USI.57-I/2°(JB-USJ.77-1/2��(,B-U$ �
� NCR s sm.s2� sm 75 7 4' SiD sa_y t• sro,sr sro,�a• sro.es• sm �
B-0 SEE NOTE BELOW
No7E:
18 CA HORIZONTA� (FAT AND NGR)FpLLOWWC OIMEN510N�ENOTES SLOTTEp JANB BRACNET A7TACHED TO iRACN WITH 1/1-pOv9/18'TRACK BOLT AND NUT. •
5/Ifirl-5/8° �A� ALL DOORS CREATQi 741pry 8'IN NEIGHT REWIRE USE OF CONIINUWS Wly�ANCLE.SEE SUPPLEAdENT TRAd(CHA{2T FOR DETAI�S. MARK A.SAWICKI, PE
�G 2501 S.STATE HWY 121,SUITE 200
A S�EW 15 CA MIN i LEWISVILI.E,TX 75067
AT EACH mansnon ewag SUPERIMPOSED DESIGN PRESSURE FL PE 72613
BRACNET �ACKMIN VERT LOADS ON SUPPORTING STRUCTURE SERf ES 170-177 180-1 g7 Tx PE 106291 A
DoOR DOOR � PRpFE$SIONAL ENCMEER'S SE41 PpOVIDEp ONLY FOH
12 GA JAN9 X7D1H Hpp{7 UNIFORM LOA�EACH JANB(PLF) VERIFlCA¶DN OF WIND LOAO CANSIpUCTION OEfAl1.5.
BRACKEiS SEE THE ORAWG45 AND ALL OIXFA INFDPNaTION WNfNXm NEPOfi Ng iNE�NfIDENML/J0 PP�FAIELIM PPOPFAT/OP DYERNFM N COIiPoMTON ANO 115 iiFIIUIID C01�AN�5. MIS DPnN1NG
SCNmULE FOR ���-�' ALL ♦I75.0-125.0 �����'n�•M���N PARf.WY NOT BE CORm P/,WY y/fy�Q�pA p5qp5m TD NAVNE 1YIfNq�7 RE PWOp
INV OF T05 ItqWNG INi0PYA71 N K PI 7 A Op 71 TO R p A`lY C�����OP WRPRtAi16V. ryp pSCI�AIpE pf
OUANTITY. IY-0' ALL +I36.0-15p.0 mn"'mumeaoo�qmta� FINISM .. n.u,i.u.a. TM���� �� N pT��O DOOR RVORA110N.
LOCATION ANp 14'-0 ALL +I61.0-175.0
TPE IS-0 ALL UNGFR.391�.OW/-.00] �� N�A �' �' �n $EF�E$ �7�. 18�Va�
'NGR'7RACK 1YpF i17j.5/-167.5 � 161 TO.600 4.pp6/-.00J NU4BF.1F: t.� �� G.TA1'LOR 10/19�I0
76-0 ALL +18�.0-Z00.0 ^°�^' �WEn.SOo f.poa/-.00] 'yy t'� ��Oi' � W54, 16'61A%WIOE
�iwr� .wx t.OiO Y�URE M.SAWICKI 10/25/10
� 8 RFf DWC USED ON 3 I/IB /.ypFS; f,g EACH N�� i F 7JONG 71�$3�10 � D—41 1 046
� 6 5 4 3 N.T.S. vm a z
2� 1
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i
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I
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I
8 7 6 5 4 3 12 1
REVISIONS
d NOTE3 °� °Y"'�' � ��i
1 9WD31 �- flEtFASEPEXfA ii„ZS/10 . SfT
J064] A FE�' EF fl l�IB IZ GRT
13 6A ROtlEP SSlDE ATTACNED TO ' aozw n n�,a cn '— i�'is f car
BRACXEi K1TN S/18-18 BDI.T 8 NUT
IN CETlTEq SLOT ANO 1/4-20aB/16" mu�/oc+vr�p}£pyyfLYlfF}µ�[�
TRAGS B�.T&iJ4-20 MEX NUF
THRWGH AtiY T'NO ALICNING HOIES I'� t6 �—'��� I
� TOP�ACKET�A AQiEO 1NtI1E 1 ( �� I D
�a�i/4-74n/e"s�u � {e)�cnon 000as w�n+
ILlJNC CfiWP117E SCREri5 �� i ; � i
� tt2j 3µ2�LOCA'fE0 AS SHONT!
�
�oo(z)�/a-i�.�/e' •ocr"i�a � iti'e�is' -� �
SEIF ORIWNG q71MPTITE SCpEwS
(INSDE OF EALH END NINGE (�}SEGTON DOOHS N1'M1�
� ( (II)3"201OCA1E0 AS SNOt4N�
2'MYLG*!SFflANCARO ROt1Ef2 ,
WITH 4-I/2�57IIJ AND � � �
7/18`PUSNNUT AT EACH (•
R4U.fR�OCAMiN. t f4�MAX j
6ETWEEN PU91NUi AND
BRACNET pR HINGE . �.. �2' ^—�
(6)SECTION DOORS NI
14 GA N10E BODY ENO , ' � (9)3'20 GA 86 K9 U-BNES
NING£AtTACHEQ WiH I LOCA7Ep AS SHOYM
7APpING SCAEWS 5� QEI81fl J� 1
C j.. i0' _i � C
(S)SEq110N PdORS N1T1
! � � � �BI����IOCATED AS SN07A7 �
iS GA NAIXROW HODY �
INTEPMEPIATE HINGE ' {
ATTACHEO YA1H(1J `
tJ}�14xB/8••SElF��� (�)SECiION OOORS N1TH E
TAFPINC SCREW$
{e}3'20 GA 80 KSI U-9AR5
DfTAri C IOCATEO AS SHOVM I
14 GA BOTTON BRACNET
ATfACMED M91N{2) I
. iJb-ii:7J8'SEiF ORILLiNO
CftINP11TE SCREWS PNp(1) 0
tf4-iAx5je"SE1F ORN.WG !!
TANPEfi RE45iANT SCREW---^y— •
i'\ +
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S —.— �
6 TE AIL 0 � �
I
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A'{TACX U-BAft WiSH �
(1)1/a-14a7/fl'SF1F �
ORIWNU CRIMPTiTE SCREYlS
AT EACH SAtE LOCA110N,TYR
MNiK A.SAWiCKi.PE
2501 S� STA7E HWY 121, SUITE 200
4EWISVILIE,T%75067
Ft.PE 72bt3
TX PE 106291 A
A pRCfESStOHd1 ENGiNEER'S 5EAL PfE0V14ID 0'7tY FQR
m YEflIFlCA¶ON QF WIND IA,N CANSIliUC1WN OETNLS.
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M85 ItiFONG710N.�i NWt£OR fli PARf.WY NOT 8E C6Rm¢i NiY!@t,NER OR OSir•lPSE4 i0 AW6NE Rhit6YJi iFE�N!8liEN CONSEN7#Wft7fiE411 6QOfi COWORAIWt. iX7 OKEtO�C f7F
I.Ny T19 YdNO Op INiMi4qI0N IS PJ 7 07EM AS 11 I�RI ilp!T US R fOP NIY P YAiHWf iHE M WP flSENf� R CORFOPR N.
� � �awuaeu�nerno�ewm� FINISH ri.�:,..u...n�.a�wi.�� . �
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�
Overhead Door Company of Tampa Bay The Genuine.Thc Original.
Corporate Offices Hillsborough County Certificate#12600
7701 Ann Ballard Rd Pasco County Certificate#LCC8066 �° , •�� ,�
Tampa FL,33634 Pinellas County Certificate#C-10640
Telephone(813)885-3667 Hernando County Certificate#AAA0043980 Proposal#: DB-24566
Fax(813)887-5341
PROPOSAL SUBMITTED TO: Date Attention
GRAHAM DAMICO 5/22/2017
STREET JobName
6119 18TH ST. GRAHAM DAMICO LK BX 1010
City State ZipCode Job Location
ZEPHYRHILLS FL. 33542 ZEPHYRHILLS
Phone Number Fax Number Job Phone
727-460-3221 727realestate@gmail.com 727-460-3221
ITEM# QTY SERIES DOOR WIDTH OOR HEIGH OPENING OPENING OPERATION HEAD ROOM TOTAL
WIDTH HEIGHT PRICE
A 1 170 12' 7' 12' 7' ELECTRIC STANDARD $975.00
B 1 LM8365 1/2 HP CHAIN DR. 2-REMOTES $315.00
I FURNISH AND INSTALL: _
The above sized Traditional Steel Collection, 170 series embossed raised panel steel sectional door as
manufactured by the Overhead Door Corporation. Standard door features to include the following: Short
' Raised Panel Standard-dut 2 inch nominal thick non-insulated d or 1 - r limit w rr n
, y, ( ) , o , 5 yea ed a a ty,
Available in five colors (white, almond, desert tan, taupe, brown), Co-extruded PVC bulb-type strip on
bottom section.
The above series 8365 opener as manufactured by Liftmaster. Opener standard features to include the
following, multi-function control panel, single button remote control, full chain drive, 1/2 h.p. motor, photo
electric eyes.
PROPOSAL TO INCLUDE THE FOLLOWING:
-Take down and remove existing door/operator.
- Standard lift track.
-Torsion spring counterbalance system.
- Inside lock.
- Brown paint finish.
-Vinyl trim-brown.
-Windload 150 MPH.
A permit is required.
The permit fee is included in the total price.
Inspection by the building department will be scheduled for the day after installation.
This is a non stock item. We require a 50% deposit on non stock items as they have to be ordered from ,
the factory.
Lead time for the delivery of the above materials is aproximately 3 weeks, after which installation will be
scheduled by the dispatching department.
Total price includes labor and material.
, Thank you for choosing Overhead Door Company of Tampa.
Page 1 of 2 (Continued on next page . . . )
Price Proposal for GRAHAM DAMICO by Overhead Door Company of Tampa Bay
Proposal Number DB-24566
Job Name:GRAHAM DAMICO LK BX 1010
We hereby propose to complete in accordance with above specification,for the sum of:
AS QUOTED
Sig natu reL.� -
Dou ing Direct Dial: (813)885-3667
TERMS AND CONDITIONS
Payment to be made as follows: Payment terms : 50%deposit with balance due on completion.
Prices subject to change if not accepted in 30 days.
BY OTHERS:Jambs,spring pads, all wiring to motors and control stations, unless otherwise stated above, are not
included.Purchaser agrees that doors shall remain in Seller's posession until paid in full. In the event Purchaser breaches or
defaults under the terms and provisions of this Agreement,the Purchaser shall be responsible for the costs of collection,
including reasonable attorneys'fees. There shall be a 1 1/2%service charge per month for all payments due and owing after 30
days. (Agreements are contingent upon strikes,accidents,or delays beyond our control.)
, ACCEPTANCE.Terms, Price, and specifications on all pages of this proposal are hereby accepted and the work authorized.
Purchaser: —'�'' ��� q
� ��
Signature Title Date of Acceptance
Page 2 of 2