HomeMy WebLinkAbout15-16174 CITY OF ZEPHYRHILLS
5335-8TH STREET
� � , �si3��so-oo20 16174
� BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 16174 Address: 5214 GALL BLVD
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: ADD/ALT COMMERCIAL Township: Range: Book:
Proposed Use: COMMERCIAL Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-16600-0250
Improv. Cost: 3,190.00 OWNER INFORMATION
Date Issued: 4/28/2015 Name: VICHRIS INC
Total Fees: 82.50 Address: 5214 GALL BLVD
Amount Paid: 82.50 ZEPHYRHILLS, FL. 33542
Date Paid: 4/28/2015 Phone: (813)782-9556
Work Desc: INSTALL AWNING
CONTRACTOR S APPLICATION FEES
UNITED STATES AW ING PANY BUILDING FEE 82.50
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Ins ections Re uired
FOOTER 2ND ROU H PLUMB MISC INSULATI N 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: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to any one of the following reasons: a)wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site� plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this permit, there may be 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 pertormed in accordance with
Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O.
C RACTOR 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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2015053995
� � Repti:1673425 Rec: 10.00
DS: 0.00 IT: 0.00
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WARNINC TO OWNBAs ANY�PAYl1�NT9 MADB BY TFIB ORTIBR AF1'8R 7AE E%PIAA770N OF 188 NO'[7CE OF
COM6iBNCBMEN7'AAE CON9mERED IMPROPBR PAYMENT9 UPIDBR CHAPTEA 717,PARi I,88G1TON 7]3.13,
FLORIDA 9tAiUTE9,AND CATf RESIJLT IN YOUR PAYINO TR7C&FOR 1MPROVEMBM'9 TO YOUR YROPHATY.
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IN9PBCTION.IP YOU W7SND TO OBTAW FINANCING,CON9ULT YOUh LSNDHR OR AN AITORNEY BSFOAE
COMM1tENCIN(i WORK OA RECORDiNG YOUA NOTICE OF COMMBNCBMENT.
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�,�� � ' � . 'iP�G ��°p,`�E�f� �L(�I�IDA,COUN'fY OF PASCO
��I�I�T9���TIFY THAT 7HE FOREGOING IS A
� ' .�A TRU�Al�p CpRR�CT COPY OF THE"DOCUMENT
ON FILE OR OF PUBL�C RECORD IN THIS OFFICE
� � lnGodlYe7rust • � WIT MYHANDAND ICIALSEALTHIS
-_'.A'"'.,• � ___l�!DAY OF 2�JT
�r �
� � • * PAULA S.O'NEIL,CLER COMPTROLLER �
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BY DEPUTY CLERK i
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2015 FLORIDA PROFIT CORPORATION ANNUAL REPORT FILED
DOCUMENT�P94000072217 Jan 29, 2015
Entity Name:VICHRIS, INC. Secretary of State
CC0859500765
Current Principal Place of Business: ,
5214 GALL BLVD
ZEPHYRHILLS, FL 33541
Current Mailing Address:
12204 WOODLAND CIRCLE
DADE CITY, FL 33525 US
FEI Number: 65-0523930 Certificate of Status Desired: No
Name and Address of Current Registered Agent:
CHRISTIE,WILLIAM L
12204 WOODLAND CIRCLE
DADE CITY,FL 33525 US
The above named entity submits this statement for the purpose of changing its�egistered o�ce or registered agenf,or both,in the State of Florida.
SIGNATURE:
Electronic Signature of Registered Agent Date
Officer/Dir e�ai�
Title P Title S
Na CHRISTIE,WILLIAM L Name HAMMOND,BRIAN K
A dress 12204 WOODLAND CIRCLE Address 37804 HART CIRCLE
C -State-Zip: DADE CITY FL 33525 City-State-Zip: ZEPHYRHILLS FL 33542
Title Title T
Name CHRISTIE,JEFFREY J Name CHRISTIE,CURT W
Address 10425 DUSTY HILL LOOP Address 4004 TREETOP CIRCLE
City-State-Zip: DADE CITY FL 33525 City-State-Zip: SPRING HILL FL 34606
I hereby ceRily that the information indicated on this report or supplemenfa/repoR is true and accurate and thaf my e/ecfronic signature sha/l have the same/ega/e/Iecf as i(made under
oath;that l am an o�cer or director of the co�poration or the receiver or trustee empowered to execufe this report as required by Chapter 607,Florida Statufer and thaf my name appears
above,o�on an attachment with all otherlike empowered. i
SIGNATURE:WILLIAM CHRISTIE PRESIDENT 01/29/2015
Electronic Signature of Signing Officer/Director Detail Date I
a�aaeo-oozo City of Zephyrhills Permit Appiication Fax-813-780-0021
Building Department
, DateTReceived PhoneContactforPertnitting _941-955-7010
1 1 1 1 1 1 1 1 1 1 1 1 1
Owners Name �Nilliam Christie Owner Phone Number 352-668-4946
owners Address 12204 Wood Lands Cir., DBde Clty, FL 33525 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titlehoider Address
JOBADDRESS 5214 Gall Blvd Zephyrhills, FL LOT# �
SUBDIVISION PARCEL ID# �1-26-21-0010-16600-0250
(OBTAINED FROM PROPERTY TA%NOTICE�
WORK PROPOSED NEW CONSTR ADD/ALT 0 SIGN Q Q DEMOLISH
e INSTALL e REPAIR
PROPOSED USE Q SFR Q COMM � OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL 0
DESCRIPTION OF WORK Install}1;,awning v�ri�lett�r+ag
BUILDING SIZE SQ FOOTAGE� HEIGHT �
QBUILDING $3,190.00 VALUATION OF TOTAL CONSTRUCTION
QELECTRICAL $ AMP SERVICE � PROGRESS ENERGY Q W.R.E.C.
QPLUMBING $ `���
OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � �M
OGAS Q ROOFING Q SPECIALTY � OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
BUILDER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License it
ELECTRICIAN COM PANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREA' Y/N
Address License#
M ECHANICAL CO M PANY
SIGNATURE ISTERED Y/ N FEE CURRE� Y/N
Address i icense
���� �o�PA t1Ni i�D S�►�i�=5 A�u�����,
GNA9'I1R EGISTERED EE CURRE� Y/N
Address 1935 18th Street Sarasota,FL 34234 �icense# CBC1255749
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111111111111111111
RESIDENTIAL Allach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new conslruclion,
Minimum ten(10)working days afler submittal dale. Required onsite,Construclion Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities 8 1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Pertnit for new construction.
Minimum len(10)working days aiter submiltal date. Required onsite,Conslruction Plans,Slormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpsler Sile Work Pertnit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Allach(2)sels of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
Directions:•
Fill oul application completely.
Owner 8 Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgredes over$7500)
`• Agenl(for the conlractor)or Power of Attorney(for lhe owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITIING (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Driveways-Not over Counler i(on public roadways..needs ROW
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City of Zephyrhills
BL7ILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: ��l TE 0� �i�q TEYS � W Nt N� �
Date Received: � �— ``� — ! �
Site: S.ZI`� Q�t�.�. /R„�'LUCI.
PernutType: .,�NSZ'A4L /�.1N�A�('? W1�•w77�R�NG
Approved w/no comments. Approved wlthe below comrnents: ❑ Denied w/the below comments: ❑
Th;is comrnent sheet sh Il be kept with the permit andlor plans.
�.. ���/�
K "n . � er—Plans Examiner Date Contractor andJor Homeownez
(Required when comments are present)
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 entiUed to permitting privileges in Pasco
County
TRANSPORTATION IMPACTNTILITIES 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 specfied 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
pertnitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupanc�'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 pertnit 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
certiTy that I, the applicant, have been provided with a copy of the "Florida ConsVuction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"ovme�',I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owne�'prior to commencement.
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
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 govemment 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, WeUand Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, WeUand 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 pertnitting 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
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 spec�cally 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
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 pertnit 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 PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATf'ORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
�o `D a FLORIDA JURAT(F.S.1�1 .03)
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° N� OWNER OR AGENT�v � / CONTRACTOR� /�1idi G���
" N � S�u,�b b,e�d d sw m Fo1(o[aKrtned)./ gme this '/�p bsq�bed and swo to(or affirtned before e this •
4 ° ca � ��"�bY�_1�\�M L�IVI�4�� � 7/�/1 5 bv�QV 1�'A�� . �a ��
� °' O7 �++ r ho is/ar ersonall k�nqy��n to me or has/have roduced o s/ar personally kno n to me r has/have produced
Q N � � � �` y4 s identifipG n. as fdentification.
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p ° � c Commission No. G.�— O�C�L��� . Cammission No. � 1
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`�,.�������,,� Name of Notary ty printed tamped Name of Notary typed,printed or stamped
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_� MY COMMISSION�k FF 056769
,���; -�, = EXPIRES:September 23,2017
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- Since 99&2 �� -
City of Zephryhills
' Contractor's Autharization L.etter ' �
! Raymond D. Hautamaki �;��ns� hflia�r tor State of Florida
, authorize the following people to apply/sign for permits
under my license number CBC '12a5749 �
,
� Please allow ONLY the persan(s) listed below to sign. This letter supersedes all others.
�engiz .Nomer
Bo Potter
Scot� Schwalm .
.,
tC '��-�-'�,.�.z r.c.,�' TZ ��v �t—��k t�4 ���
Contractor's Signature Contractor's Printed Name
STA�E OF F[.ORIDA
COUNTY OF SARASOTA
+h
The faregoing instrument was acknawledged before me this � day of
��� , 20 I� by����� 1�., �(ZU�-�Q l�j 1 who is personaEfy
known to ma ar has produced as identiftcation.
����C1��.{.L ��;�,..., ��s� �
t�iC3MYTHE
' � � MY CAMMISSIQN#FF 056769
° NOTARY P LIC ��o: EXPlRES:September23.�atr
� �13F��d`�� Basded Ttvu Notary PaMk Undetwciters
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H:IUSERSIBDRS SHARED DIRECTORYIFORMSICONTRACTOR AUTHORIZATtON L�TTER.doc
Created on 10/14/2014 10:28:00 AM
Main Clffice& Showroom- 1935 18th Street•Sarasota,F�lorida 34234
� Phone(941) 955-7Q10•Fax (941)366-7206
State Certifced Contractar CBC 7255749•A Family Company 4ver SO Years of Excetlence
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PRECONTRAINT
502 .
• •�- ` • � •. •
Yarn 1100 dtex PES HT TERSUISSE
C•�
Weight 17.4 oz/sqyd � EN ISO 2286-2 �
Width 70.87 inches
Tensile strength(warp/weft) 270/240 Lbs�nch ASTM D 751-06 .
Cut Strip Method
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Tear strength(warp/weft) 40/30 Ibs ASTM D 751-06� E
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Trapezoidal Tear Method °
. D
Adhesion 20 Ibs/2" EN ISO 2471 y
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Finish • Biface varnish ��
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Flame retardancy M�o�1/NFPA 701•CSFM T19•Class A/ASTM E84•Test 2/CAN ULC S109 ��
•M2/NFP 92-507•M2/UNE 23.727-90•Bi/DIN 4102-1 •B1/ONORM A 3800-1 "�
•BS 7837 • Classe 1/UNI 9177-87 •VKF 5.3/SN 198898• � �,
G1/GOST 30244-94•Group 1/AS/NZS 3837• 1530.3/AS/NZS• �
SP MEfHOD 2205 $ �
Euroclass B-s2,d0/EN 13501-1 a N
Qualiry management system � ISO 9001
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The technicai data here above are average vaiues with a+/-5%tolerance. r, '?;
The buyer of our products is fuly responsible for their applicatlon and their transfortnation concerning any possible third party.The buyer of our products is responsible for their implementation
and installaGon according to the standards,use and customs and safety rules of the countries where they are used.Concerning the contractual warranty,please refer to the teM of our warranty.
The values here above menGoned are the results of tests perfortned in confortnity with the use and customs in terms of studies;they are given as an indication in order to allow our customers to make
the best use of our products.Our pmducts are subject to evolutions due to technical progress;we remain entitled to modity the characterislics of our products at any time.The buyer of our products
is responsible to check that the here above data are still valid.
www.soltis-textiles.com Sustainable development Specification service
Downloading, technical data, references, Ferrari� development is based on strict The Ferrari�specification service is available to
photos, description of tenders, and much adherance to good safety and environmental inform you,advise you and suggest innovative
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°==" �� � � -� certification in 2003.
_ ;,;.; . CSI Specifications Available �
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PVC membranes and textiles.Through the 4����p° �
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La Tour du Pin-FRANCE Eglisau-SWfRERLAND Florida-USA Santiago-CHILE Tel:+56(2)269 0079 Dubai-U.A.E Hong Kong-CHIrL1 Tokyo-JAPAN
Tel:+33(0�74 97 41 33 Tel:+41(0�4 868 26 26 Tel:+1 954 942 3600 Sao Pauto-BHAZIL Tel:+55(11)3262 3405 Tel:+971(0)4 609 1440 Tel:+852 3622 13'-0 TN:+81(0�67 24 93 00
Mexico-MIXICO Tel:+52(55)5525 2900 Shanghti-CHINA Sydney-AUSTRALW
Tel:+86 21 6211 6936 Tel:+61 2 9779 1647
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POWDER COATING: RAL 8028 TERRA BROWN
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C
SECTION A-A C
SCALE 1 : 8
FERRARI 502 2166 SUNFLOWER
VINYL LETTERING DEEP
MOHOGANY BROWN 7725-19
12'-4"
51211 / : ________________________________________________________________
A
B '
B
BAKFAISI\
1 4 ALL
1'-1116' 8.. $"
4
5'-8- -"8 -I-/-
UNLESS OTHERWISE SPECIFIED: TITLE:
A DIMENSIONS ARE IN INCHES A
TOLERANCEs: VILLAGE INN ZEPHYRHILLS SIGN
FRACTIONAL±
ANGULAR:MACH± BEND± LAYOUT
TWO PLACE DECIMAL ±
THE INFORMATION CONTAINED IN THIS THREE PLACE DECIMAL ±
DRAWING IS THE SOLE PROPERTY OF
UNITED STATES N NA CO. ANY � SIZE DWG. NO. REV
REPRODUCTION I N PART OR AS A WHOLE
UNITED WITHOUT THEWRITTEN CO.ISION PROF
UNITED STATES AWNING CO IS PROHIBITED.
PROPRIETARY AND CONFIDENTIAL SINCE,I2,
SCALE: 1:24 SHEET 1 OF 1
8 7 6 5 4 3 2
0 / O J 4 3 L I
STRUCTURAL GENERAL NOTES ITEM QTY. DESCRIPTION 6 3 1
THE STRUCTURAL SYSTEM FOR STRUCTURE DEPICTED 1 2 1" }( 1 . MP-1 A" 090 ALUM TUBE 18
HEREON HAS BEEN DESIGNED ACCORDING TO THE 2010 2
EDITION OF THE FLORIDA BUILDING CODE,ASCE 7-10 AND 2 1 1" X 1" .090 ALUM TUBE MP-1 A 17
THE ALUMINUM DESIGN MANUAL 2005.
3 1 1" X 1" .090 ALUM TUBE MP-1 A
FOLLOWING SUPERIMPOSED LOADSTHESTRUCTUREHASBEENDESIGN�D TO RESIST THE 4 1 1" X 1" .090 ALUM TUBE MP-1 A
D THE WIND LOADS ON THE STRUCTURE HAVE BEEN
5 1 1" X 1" .090 ALUM TUBE MP-1A 20 D
CALCULATED IN ACCORDANCE WITH ASCE 7 FOR THE 6 1 1" X 1" .090 ALUM TUBE MP-1 A 4
FOLLOWING: BASIC WIND SPEED: 140 MPH,3 SECOND Li -
GUST,RISK CATEGORY: I,EXPOSURE CATEGORY: C,WIND 7 2 1" X 1" .090 ALUM TUBE MP-1A
LOAD
CORTANCE FACTOR:0.77,ENCLOSURE - -T ON:OP N,WIND PRESSURES±38.8 PSF FOR 8 1 1" X 1" .090 ALUM TUBE MP-1A 16
CLLAS FA
5
ROOF AND 44.8 VERTICAL. 9 1 I ' X 1" .090 ALUM TUBE MP-1A
LIVE LOAD 20 PSF 10 1 1" X 1" .090 ALUM TUBE MP-lA 21
19
THE AWNING CONTAINED HEREIN HAS BEEN DESIGNED IN 1 1 1 1" X 1 .090 ALUM TUBE MP-1 A
ACCORDANCE WITH SECTION 3105 AWNINGS AND
CANOPIES OF THE FLORIDA BUILDING CODE. 12 1 1U X 1" .090 ALUM TUBE MP-1A
A CONTINUOUS LOAD PATH BETWEEN FOUNDATIONS, 13 3 1" X 1" .090 ALUM TUBE
WALLS,AND ROOFS ARE INTENDED BY THESE DRAWINGS 14 3 1" X 1" .090 ALUM TUBE 11
AND SHALL BE FIELD VERIFIED. 15
ALUMINUM SHALL BE 6063-T5 SHALL BE USED FOR ALL 15 3 1" X 1" •090 ALUM TUBE
ALUMINUM ELEMENTS UNLESS OTHERWISE NOTED. 16 1 1" X 1" .090 ALUM TUBE MP-1 A
DEFLECTION LIMITS WERE DESIGNED IN ACCORDANCE 1 7 3 1" X 1" .090 ALUM TUBE 7 WITH THE REQUIREMENTS OF THE ALUMINUM DESIGN 18 5 1�4" X 1" X 1" ALUM BAR 2-0„
C
C MANUAL. MAX 1/60 1 -1 1 1 6
WELDS SHALL BE TIG WELDS. FASTENERS SHALL BE 19 8 1/4" X 1" X 1" ALUM BAR 10
STAINLESS STEEL UNLESS OTHERWISE NOTED. 20 1 .75" X .75" .090 ALUM TUBE 14
FASTENERS USED IN THIS DESIGN ARE STAINLESS STEEL
CREATE-FLEX FASTERNERS MANUFACTURED BY ELCO 21 1 .75" X .75" .090 ALUM TUBE 15O
FASTERNERS. MINIUM EMBEDMENT DEPTH OF 1.25"FABRARE FIC USED FOR LAME RESIISTANNINGS OR FABRIC-COVERED IN ACCCORDAN E WITH NFPAFRAMES #14 SS WOOD LAG SCREW (EACH WING)
THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING 1 3
AND STABLE AFTER THE STRUCTURE IS COMPLETE. IT IS
THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE
ERECTION PROCEDURES AND SEQUENCE TO INSURE 9
SAFETY OF THE STRUCTURE AND ITS COMPONENTS SECTION A-A 12
DURING ERECTION. THIS INCLUDES THE ADDITION OF SCALE 1 : 8
NECESSARY SHORING,SHEETING,TEMPORARY BRACING,
GUYS OR TIE DOWNS.
DIMENSIONS AND EXISTING CONDITIONS SHALL BE FIELD 7
VERIFIED.DISCREPANCIES SHALL BE BROUGHT TO THE
B ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH #14 SS WOOD LAG SCREW (EACH TAB) B
THE AFFECTED PART OF THE WORK.
ALL WORK PREPARED BY DE STEFANO ENGINEERING "
GROUP,PL(DEG), IS THE PROPERTY OF DEG AND MAY 5
' "
ONLY BE USED FOR ITS INTENDED USE.THE DRAWINGS, _.A 1 2
SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING
THOSE IN ELECTRONIC FORM,PREPARED BY DEG AND
DEG'S CONSULTANTS ARE INSTRUMENTS OF SERVICE
THROUGH WHICH THE WORK TO BE EXECUTED BY THE '-L. � 'T' ' r 3
CONTRACTOR OR OTHER ENTITY AS DESCRIBED REMAIN FL&C , _6'-i' r 3 -„- +I-
THE PROPERTY OF DEG.SAID WORK MAY NOT BE USED AT sue ' r:r I� 16
ANY OTHER LOCATION OR FOR ANY OTHER USE WITHOUT
PRIOR WRITTEN AUTHORIZATION.THIS DESIGN HAS BEEN G
SPECIFICALLY PROVIDED TO US AWNING FOR THEIR SOLE s'
USE ON THIS PROJECT AND ANY UNAUTHORIZED USE
SHALL RENDER THE ENGINEER'S SEAL VOID. -- --A
DEG WILL HAVE NO RESPONSIBILITY FOR THE
CONTRACTOR'S,CLIENT'S,OR OTHER ENTITIES; MEANS, i.. NOTE: FABRIC IS FLAME RETARDANT (CALIFORNIA STATE FIRE MARSHAL NFPA-701-99)
METHODS,TECHNIQUES,AND PROCEDURES USED IN AND STAPLED ONTO WELDED ALUMINUM FRAME
CONSTRUCTION,AND WILL NOT BE HELD LIABLE FOR THE /T
CONTRACTOR'S INADEQUATE OR UNSATISFACTORY ;. '! UNLESS OTHERWISE SPECIFIEDPERF __ TITLE:
A CONSTITUTE UTE THE MANCE EF THE ENGINEERRK.THIS DESIGN ING OF ANY OTHER ES NOT C,q VS A ti �Y . ` DIMENSIONS ARE IN INCHES A
I
STRUCTURES THAT ARE NOT SPECIFICALLY MENTIONED Vf14,I / TOLERANCES:
HEREIN. VILLAGE INN ZEPHYRHILLS
FRACTIONAL±
ANGULAR:MACH±
BEND±
/1� TWO PLACE DECIMAL ± 5214 GALL BLVD ZEPHYRHILLS, FL
c� ❑ ry q THE INFORMATION COMAINED IN THIS THREE PLACE DECIMAL ±
QD
DE SENGINEET EFANO ;1PLG GROUP,PL ' ® 4 L015 DRAWING IS THE SOLE PROPERTY OF SIZE `DWG. NO. REV
1800 second St.Ste.712 Phone;(941 371.1724 UNITED STATES AW NWG CO. ANY
REPRODUCTION IN PART OR AS A WHOLE
WITHOUT THE WRITtEN N Sarasota Florida 34236 8 Fax:(41)847-0870 RNO RIETARANDCONDEMIIOAL OF
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Web:WWW.DeStefanoEn Ineerin.00m
Certificate of Authorization Number.27383 MARK A. DE STEFANO, P.E. YSN Fl SITED.
TO THE BEST OF MY KNOWLEDGE AND ABILITY,THE COMPLETED STRUCTURE DEPICTED FL PE 61 657 ! SINCE 1962 _ I.,.SCALE. 1.24' SHEET 1 OF I
ON THESE PLANS COMPLIES WITH APPLICABLE MINIMUMBUILDING CODES ' _._.� _.____I�__._.___.
8 7 b 5 4 3