HomeMy WebLinkAbout15-16342 ,/
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CITY OF ZEPHYRHILLS f�
5335-8TH STREEI' /
(sis)�so-oo20 16342
. BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
' PERMIT INFORMA►TION LOCATION INFORMATION '
Permit#:16342 Issued: 6/05/2015 Address: 39317 AIR PARK RD
Permit Type: GENERAL BUILDING PERMIT ZEPHYRHILLS, FL.
Class of Work: ADD/ALT COMMERCIAL Township: Range:
Proposed Use: NOT APPLICABLE � Lot(s): Block: Section:
Sq. Feet: Est. Value: �� ��"' Book: Page:
Cost: 3,820.00 Total Fees��, 82.50 Subdivision: CITY OF ZEPHYRHILLS
Amount Paid: 82.50 Date Paid: 6/05/2015 Parcel Number: 13-26-21-0000-00100-0020
CONTRACTOR INFORMATION OWNER INFORMATION
Name: SUN STATE ALUMINUM INC Name: CITY OF ZEPHYRHILLS
Addr: 6154 FT KING RD Address: 39317 AIR PARK RD
ZEPHYRHILLS, FL 33542 ZEPHYRHILLS, FL. 33542
Phone: (813)788-7308 Lic: RX0060171 Phone:
Work Desc: INSTALL PAN ROOF 42 X 13 (AERO CENTER) �e- �r
APPLICATION FEES
BUILDING FEE 82.50
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�S � 2� �C S�
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Ins ections Re uired
FOOTER 2ND ROUGH PLUMB MIS 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: 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 fl 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 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 recoraiing your notice of commencement."
Complete Plans,Specifications and Must Accompany Application.All work shall be pertormed in accordance
with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
�
CON RACTORS SIGNATURE PERMIT OFFI
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
��`�'�`-�C,�,�1.�1�
• a ��-�. ra 1'YJIiCHASE ORDER
�'� : ,; ��;�. No. 0000026782
�i��� �f �ephyrhills ;:::��� �E.
,
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V�NDOR: SIiIP'CO: BILLTO:
Sun State Aluminum Inc City of Zephyrhills ,
61541�ori TCing Rd 5335 8fh Si.
Zephyrhills,i'L 33542 Zepiryrhills,FL 33542
>
VE3VDOR NO. VGNDOTt PIiONE NUMBER ' TERMS DATE REQUIREU D�LIVERY DATE
SunStAlu 0 0527RO i 5
S1iTPPII�G Y1�'STRUCTIONS
([wne)
ITLM QTY U/Nf bFSCRIPTtON/TASIt PRD CODE ACCOUNT UIVIT PRIC� AMOUN'['
] 1.00 Install Pan Roof aiid Repair old 042-4200-542-4600 3,82U.06 3,820.00
Gutters
SUBTOTAL: 3,820.00
TAX: 0.00
SHIPPING: O.OQ
TAXABLE: i`10 TOTAL: 3,820.00
CONFIRMING:
�J�eG^ /. c.,��' L�—d`�
L!
AU'fT-IORIZED SIGNATUl2E
IMPOl2TANT: OUR ORDER NUMBE[t MUST APYEAR ON EVL•RY lNVOlCEAND PACKAGL•
Tl�is purcl�ase ordcr is givcn npon thc rcpresentalion and gunranty o}'the manuCacturcr ot scllc�hat no brcach of any Statc or 1'ederal
Law or Rcguletion hes o�cu�red in connec�ion with tha manufacturing,processing,brznding,fabeling or l�ansporiation of
Uu mercha�edise herain mentioned. If such 1�roacB oceurs or is chwgcd by any Iegally eons�iiutcd Sta�c or Federa!aut6oriry,
ilre buyer shall be aitidcd to rescind��e order and retum the unused mercha�idise and sliall also bc I�eld harniless by�he menuCamurer
or ullcr against any penelq�incurred ancllor the eosl of defense of any proueding designed to penTlize the huyer.
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �� N ��Q��- /� t-V`'�� ''l�%'�
Date Received: � - 2� - l �
Site: � - - -� ��3 f� l�i�✓��1►�-2�
� ,�J' , ��
Permit Type: � �T�VI�(/��
0 �
Approved w/no comments Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
7 •
� �-a- l�
I Kalvin Switz ans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
�������� Page No. of Pages
• ' SUN STATE ALUMINUM, INC.
6154 Fort King Rd.
ZEPHYRHILLS, FL 33542
(813) 788-7308
SUBMITfED TO PHONE DATE
G�' e,-° _ l3 1
STREET� JOB ME
G��
CfTY,STATE end ZIP CODE JOB LOCATION
ARCHITECT DATE OF PLANS JOB PHONE
We hereby submit spec(ftcaUons and estimates for:
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�C �DICtr�Ct hereby to furnish material and labor—complete in accordance with above specifications, for the sttu� of:
`� l.f��
dollars($�J� ),
Payment to be made as follows:
All unpaid 6alances subject to 1.5%monthly interest fee.
All material is guaranteed to be as specified.All work to be completed in a workmanlike
manner according to standard practices.Any alteration or deviation from above specifications AUthOrized
involving extra costs will be executed onty upon written orders,and will become an extra Signature
charge over and above the estimate. All agreements contingent upon strikes, accidenLs
or delays beyond our conhoi.Ow�er to rarty fire,tomado and other necessary insurance. Note:This pfoposal may be
Our workers are fully covered by Workman's Compensation Insurance. withdrawn by us if not aCCepted within days.
�LCCC�L�I�Ce Df �Cl�OYYLr�ICL—The above prices,specifications
and conditions are satisfactory and are hereby accepted. You are authorized Signature
to do the work as spec�ed. Payment will be made as outlined above.
Date of Acceptance: Signature
s�saso-oozo City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date 6teceived Phone ConQact for Permitting p�3 � -- 3 � �
�Oe�rner's Mame B�" Z ` ( D CHc �
y r � S Ovuner F'hone�dumber
mvvner's�ddress V', ` � O�nmer 6'hone Rlumber
�ee SiPnple Titleholder fdame Owner Phone Rlumber
_t� �fLf
Fee Simple Titleholder Address CA(��"
.DO�41DDRESS J — �-�i!�S ��- ,33 J/�'— LOT# �
SID�DINISIOkI ��1RCEL ID#
(OBTAIfdED FROAA PROPERTY TAX PdOTICE)
lfHORCC PROPOSED NEW CONSTR ADD/ALT � SIGPV Q � DEMOLISH
B INSTALL B REPAIR
�ROPO��D USE Q SFR Q COMM 0 OTHER
T1f�E OF COfdSTRUCTIOf� Q BLOCK � - FRAME � STEEL 0
ID�SCRIPTIOId OE Hl/ORK �fa x /3
�UI�.DIMG SIZE �o�, �C 3 SQ FOOT�►GE �Ll�p F9EIGHY
OBUILDING $ VALUATION OF TOTAL CONSTRUCTION
ao.
QELECTRICAL $ AMP SERVICE � PROGRESS EiVERGY Q W.R.E.C.
OPLUMBING $ ���2
d� ,3 �-�—P(�,,.
QMECHAfVICAL $ VALUATION OF MECHANICAL INSTALLATIOIV � ,
���� r
�GAS Q ROOFING Q SPECIALTY 0 OTHER 3 ��
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES NO i` �,� Q���/�c�:�jy�i
�_q � ,.�
� �UILDER ���'S'� COAAPAIdY SG/i�,�S L`���'t'��
SIGWATURE REGISTERED Y/ I� FEE CURRE� Y/M
41t9dress License# � �b�c D �7 �
�L�CTRICI�1fd COIIflPAWY
S9GM�4TURE REGISTERED Y/ N FEE CURRE� Y/N
�lddress License#
��lDRfiBE02 COAAP�4R9V
51G�Ut�Tl1PZE REGISTERED Y/ N FEE CURRE� Y/M
e4ddress License#
f1tI�CHAMICAL COiYiPAf�Y
SIGRIATUltE REGISTERED Y I N FEE CURRE� Y/f�
�►ddress License#
OTHE6t COMPA,fdY
SIG(dATURE REGISTERED Y/ N FEE CURRE� Y/M
�dcdress License#
R�SIDE(dTIAL Attach(2)Plot 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,Stormwater Plans w/Siit Fence installed,
Sanitary Facilities 8 1 dumpster;Site Work Permit for subdivfsions/large projects
CORAAAERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
I Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
i Sanitary Faciflties&1 dumpster.Site Work Permlt for all new projects.All commercial requirements must meet compliance
S9Gfd PERAIIIT Attach(2)sets of Engineered Plans.
°"'PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner 8 Contractor sign back of application,nota�(zed
If over$2900,a fdotice of CoQnmencerv�ent is required. (?91C upgrades oeer$7500)
•° Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
ONER YHE COUtdTER PERMIITTIR7G (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Drivearays-Not over Counter if on`putilic roadwaqs.:needs ROW � , ' �� � � ` � J � .
; _ , , �: ,.. ., � .
P10'TiCE Of� �EED ����'�OCYOOR��: The undersigned understands that this permit may be subject to"deed" restrictions"
vvhich may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
lDP9LIC�NSED COB�7�ACYOR� �R9f� COR9Y�1���� ���P�O��86�ILIYGL��: If the ovvner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance writh state and local regulations. If the
contractor is not licensed as required by law, both the ovuner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended confractor are uncertain as 4o what licensing requirements may appty for fihe
intended work, they are advised to contact the Pasco County �uilding 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 vuhich 4hey �nrill be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is nof properly licensed and is not entitled to permitting privileges in Pasco
County.
'��f��PO�Y'�TIOR9 Ofi�l��C'�lU�'ILB'�If�� ���/��'�'�f�� ���OU�Cf� ��COi/��lf����: 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 ofi existing buildings, as specified in �asco 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 pouver release. If the project does not involve a certificate of occupancy or
final power release, fhe 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.
C0�9S7�d�C710�9 L.OI�R9 L.�►@�(Cha�4�r 7�93, IFlc�rri����a���uQ��, �� �e���e���): If valuation of work is $2,500.00 or more, I
certify that I, the applicanf, have been provided with a copy of the "Florida Construction Lien Law—HomeovNner'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
deliver it to the"owner" prior to commencement.
COGdT42k�CYOF�'S101iN�1��'S �►��I�k�VI�': I certify that all the information in this application is accurate and that all work
yvill be done in compliance with all applicable lavus 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 perforrried to meet standards of all laws regulating
consfruction, County and City codes, zoning regulations, and land development regulations in fhe 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 v�rhaf actions I must take fo be in compliance. Such agencies include buf are not limited to:
- Department of Environmental protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, lnlaterNVasteuvater Treatmenf.
- Southwest Florida Water Nlanagement District-Wells, Cypress �ayheads, V1letland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls, Docks, Navigable Watenrvays.
- Department of Health � Rehabilitative Services/Environmental Health Unit-VNells, VVastewater Treatment,
Septic Tanks. -
- US Environmen4al Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the�ollowing restrictions apply to the use of fill:�
- Use of fill is not allowed in Flood Zone"V" unless expressly permitfed.
- 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 vvhich is prepared by a professional engineer
licensed by the Stafe of Florida.
- If the fill material is to be used in Flood Zone "A" in connecfion �nrith a permifted building using stem vvall
construction, I certify that fill will be used only to fill the area within the stem wall.
- If fill maferial 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 lofs less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the ACI�RIT ��R TC�� Olf�9�f�7�, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. 0 understand fhat a separate permit may be required for electrical vuork,
plumbing, signs, vvells, pools, air conditioning, gas, or other installations nol 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
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.
�,
�ild�RAll�d� T'O Ol�IRlIEf�: YOl1� ��+ILl1�� �f0 �Y����D � YV�YIC� Of� C�M�fiEYVCE�ifl�NIT i�i�V �f�SIDLT I�I YOtJR
��VIfV� �fiIIGE �O� Il�if�@ZO!/f�i�il�Yl9�� �'O Y0991F� ��OV�E��. IF YOU &�BVfEYVID TO O�Y�lIFI �IPIP►iVC0F1G, C�R9�111L�
� Vil17H Y�ll� L�fd��cR O�Z�i�c�YYO(FtN1�Y�f��O�l� �Y��C��I�IR9G lf(D�1�3 R90�ICf�Of� CONiiiii�f�V�CIEYY�VdI�P1Y.
FLORIDA JURAT(F.S. 117.03)
OIfiINE�t OR AGEWT � COW7'�tACYOR��� �
Su scribed and sworn o;(�r ffrmed before me this Subsp ribed and sworn to(or �rmed)before me this
29/iS by �i��U l'yl i rt?S s!�9lrS by ��r-�h.� {Nl► m S
Who is/are personally known t _or has/have oroduced Who Is/are personallv known to me o has/have produced
as identification. as identification.
Notary Public Notary Public
Commission No. �Ur g 3 L 9°1 Commission No. b�i'3�� Qi
iJ0 E510-86E(LUt•)� .,,""""„ �e
woo•aoiNag/ue3oNep, 1� „ :�04�YPUel�'; /VANCY J �ROOKS
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ng�agp :a�. "'a.'� fVame of �Fe e�i pl��Al�(�#FF093699
Name o(Not ���t :,o: s
669£60��#NOISSIWWO�i1W i. �r•, 4 � .
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2. �••.",2�`••-�-oP�� EXPIRES February 18.2018
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',O� y0, j .,OFF��.r:
s�ooae rA�rvdN --...Bna�d'°,,.;' (407)398-0153 FloridallotaryService.com
General Ledger �Y��{�rr'a`n��.,,
,:;v,,�- " -
Journal Entry Proof List � ��y ¢���
,�.;�;;� ..t�rtu�wii`� k,�,B;
User• ���� �� ��v���r��I��i � +�i'�r�k�;:��� -
s�oppell �;� �i�:,�„� -,.. �.
Printed: 6/3/2015-12:31 PM �w"�`'�� .
��.
Batch: 00008.06.2015-enterprise permit fee
Account Number Account Description Debit Amount Credit Amount Line Description System Reference Project Management
Journal Entry:040-09-2015 Journal Entry Date:06/03/2015
001-0000-133-1000 Due Fr Pc General 157.50 0.00 entecprise pertnit fee _
001-0000-322-0000 Building Permits 0.00 157.50 enterprise permit fee
002-0000-231-6850 Due To Anport Fund 157.50 0.00 enterprise permit fee
002-0000-231-1000 Due To General Fund 0.00 157.50 enterprise permit fee
042-4200-542-4600 Repair&Maint-Buildings 157.50 0.00 enterprise pemut fee
042-0000-133-1000 Due Fr Pc Airport 0.00 157.50 enterprise permit fee
Joumal Entry Totals 472.50 472.50
Journal Entry Balance 0.00
Report Totals: 472.50 472.50
0.00
GL-Joi:znal Entry Proof List(6/3/2015-12:31 Pl� Page 1
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE7-10, &FBC 2010
WITH 2013 SUPPLEMENT.
EXISTING HOST STRUCTURE
3"X12"RISER PAN PANEL
BREAK FORM HEADER OR WHERE ATTACHING TO
ECEIVING CHANNEL
USE(1)#10 X 3/4"SMS
/1-1/4"NEOPRENE WASHER /
2'FORM EDGE&@ 3"O.C.PER 3"X 48"X0.024"llb. / 'ii PANEL FOAM DENSITY
#10 SMS AT EACH RISER COMPOSITE ROOF
#10 X 4"SMS 1-1/4" PANEL
FOR PAN OR#10 SMS @ NEOPRENE WASHER
8"O.C.FOR COMPOSITE PANEL 8"O.C.PER PANEL
SOLID ROOF - - -
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
(3)3/8" FLORIDA LICENSE NUMBER:53608
THRU BOLTS
WASHERS/NUTS
1-1/4 #10 SMS @ 8"O.C. Thomas L. Hanson P.E.
(MIN) FOR COMPOSITE PANEL MAYNOTCH FORCENTER 2"X6"SMB BEAM(SEE FLORIDA LICENSE NUMBER:38654
OR EDGE OF POST
(2)#10 SCREWS PER 12" SHEET S-2 FOR SIZE)
WIDTH CONNECTING LI PAN TO HEADER(BOTTOM POST OR UPRIGHT Mark Ronald Dunn, Jr.
OR BACK OF PAN) UPRIGHT(SEE P.E.
SHEET S-2 FOR SIZE)
2)#10X2"SCREWS PER 12"WIDTH CONNECTING FLORIDA LICENSE NUMBER:73968
HEADER OR CHANNEL TO FASCIA. E Joel Falardeau P.E.
EEII1S1 ROOF PANEL TO FASCIA CONNECTION DETAILS FLORIDA LICENSE NUMBER:70667
I
SCALE:NTS
(1)-1/2"0 LDT CONCRETE FBC Plans &Engineering
SCREW WITH 2-3/4" NOTE:MINIMUM EMBEDMENT OF Services, Inc.
EMBEDMENT(MIN EDGE ANCHORS INTO CONCRETE FOOTING SHALL 6272 Abbott Station Drive Unit 101
DISTANCE 3")FLANGE 08 2-3/4"AT ALL POST LOCATIONS.ALL Zephyrhills,fl.33542
SCREW LENGTHS AT POST CONNECTIONS Phone:(813)788-5314
— — SHALL BE OF SUFFICIENT LENGTH FOR Fax:1-(866)-824-7894
REQUIRED EMBEDMENT INTO CONCRETE Email:erb@Ibcplans.com
PER OUTER
FOOTING WHEN A PAVER DECK IS PRESENT.
1"PER FT.MAX FOR 2'-0" �Typ Website:www.fbcplans.com
MIN BEFORE STEEPER C.O.A.-#29054290S4
SLOPE
(2)-3/8"0 MACHINE
BOLTS WITH WASHERS TOP VIEW
OR(4)#14X 3/4"SMS ALUM.SQUARE COLUMN DRAWN BY:
EA.SIDE
2"x2"x 0.125"ANGLE EXTERNAL REVISION: DATE:
OR EQUIVALENT POST BASE
(1)-1/20 LDT CONCRETE
TYPE! . RO 1
SCREW WITH 2-3/4"
FLAT SLOPE NO FTG oZ¢ EMBEDMENT(MIN EDGE OPT#2: FOR INTERNAL FASTENING RO 2
<2:12 d G� DISTANCE=3") (4)-3/8" 0 CONCRETE
PER OUTER FLANGE SCREW WITH 2-3/4" RO 3
NOTES FOR ALL FOUNDATION TYPES
EMBEDMENT(MIN EDGE
DISTANCE=3" RO 4
1.THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL a MIN SPACING 2")
BEARING PRESSURE OF 1,500 PSF.THE BEARING CAPACITY OF THE
SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO ANY POURING c ° -
OF CONCRETE. ° ° PROJECT ADDRESS:
2.THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS,AND 4 °_ -- -j
COMPACTED PRIOR TO POURING OF ANY CONCRETE. d o a CITY OF ZEPHYRHILLS-FBD BLD.
3.CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE.
39450 SOUTH AVE
K FRONT VIEW ZEPHYRHILLS,FL.
TYPE II MONOLITHIC SLAB/FOOTING
SCALE:N.T.S.
G1 POST CONNECTION DETAIL
S-4 SCALE:NTS CONTRACTOR:
SUNSTATE ALUMINUM
DETAILS
S- 3
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE7-10, &FBC 2010
WITH 2013 SUPPLEMENT.
PROFESSIONAL ENGINEER SEAL
3" X .024 PAN ROOF EXIST. ROOF ENGINEER OF RECORD
FL 1779 OR EQUAL David W. Smith P.E.
FLORIDA LICENSE NUMBER:53608
LI Thomas L. Hanson P.E.
1 r FLORIDA LICENSE NUMBER:38654
0
3" X 3" X 093
Mark Ronald Dunn, Jr..POSTS. TYP. P.E.
OF 7 FLORIDA LICENSE NUMBER:73968
II Joel Falardeau P.E.
FLORIDA LICENSE NUMBER:70667
EXISTING CONC. SLAB FBC Plans&Engineering
Services,Inc.
5 r 6272 Abbott Station Drive Unit 101
J Zephyrhills,fl.33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
Email:erb@fbcplans.com
Website:wtvw.tbcplans.com
C.O.A.-#29054
DRAWN BY:
REVISION: DATE:
SIDE ELEVATION RO1
3/16-"=1'-0" RO 2
RO3
RO 4'
PROJECT ADDRESS:
CITY OF ZEPHYRHILLS-FBD BLD.
39450 SOUTH AVE
ZEPHYRHILLS,FL.
CONTRACTOR:
SUNSTATE ALUMINUM
DETAILS
S- 2C
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE7-10, &FBC 2010
WITH 2013 SUPPLEMENT_ _ _ _ _ _ C _
3" X .024 PAN ROOF PROFESSIONAL ENGINEER SEAL
FL 1779 OR EQUAL
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER:53608
I1� 2X6 SMB 2X6 SMB 2X6 SMB 2X6 SMB 2X6 SMB 2X6 SMB E Thomas L..Hanson P.E.
3" X 3" X .093 _ FLORIDA LICENSE NUMBER:38654
POSTS. TYP.
OF 7 ! Mark Ronald Dunn, Jr.
P.E.
FLORIDA LICENSE NUMBER:73968
Joel Falardeau P.E.
EXISTING CONC. SLAB
FLORIDA LICENSE NUMBER:70667
9'-411 91-411 91-411 FBC Plans &Engineering
a� Services,Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills,H.33542
56' Phone:(813)788-5314
Fax:1-(866)-824-7894
Email:erb@fbcplans.com
Website:www.fbcplans.com
C.O.A.-#29054
FRONT ELEVATION DRAWN BY:
3116"=1'-0" REVISION: DATE:
RO 1
RO 2
RO 3
RO4'
PROJECT ADDRESS:
CITY OF ZEPHYRHILLS-FBD BLD.
39450 SOUTH AVE
ZEPHYRHILLS,FL.
CONTRACTOR:
SUNSTATE ALUMINUM
DETAILS
S- 2B
/ .:
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE7-10, &FBC 2010
WITH 2013 SUPPLEMENT.
EXISTING FBO BLDG.
PROFESSIONAL ENGINEER SEAL
NGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER:53608
EXIST. CONC. SLAB 3" X 3" X .093 POSTS
TYP. OF 7 _ Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
2X6 SMB 2X6 SMB 2X6 SMB 2X6 SMB 2X6 SMB 2X6 SMB
Mark Ronald Dunn, jr.
P.E.
g'_4" 9._4.. 9,-4„ 9,-4„ 9'-4" -i' 7 FLORIDA LICENSE NUMBER:73968
Joel Falardeau P.E.
56' FLORIDA LICENSE NUMBER:70667
FBC Plans&Engineering
\3" X .024 PAN ROOF Services;Inc.
FL 1779 OR EQUAL 6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
7894
P L/\
N ` /I E /\' Fax:1-866)-824-7394
HIV V V V Fax:Email:erb@fbcplans.com
ns.c
erb@fbcplans.com
3/16" 1 1—0,1 Website:www.fbcplans.com
C.O.A.-#29054
DRAWN BY:
REVISION: DATE:
RO 1
RO 2
RO 3
RO4•
PROJECT ADDRESS:
CITY OF ZEPHYRHILLS-FBD BLD.
39450 SOUTH AVE
ZEPHYRHILLS,FL.
CONTRACTOR:
SUNSTATE ALUMINUM
FLOOR PLAN
S- 2
General Notes I HEREBY CERTIFY THAT I HAVE REVIEWED
A:CONCRETE&FOUNDATION DESIGN: HOT DIPPED GALVANIZED. THIS PLAN AND FOUND EI 7-1T BE F
N
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 4. DOOR LOCATIONS MAYBE DETERMINED IN THE FIELD BY WITH 2013 1 SUPPLEMENT. 10, E FBC 2010
PSI MINIMUM. BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR.
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE S.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
MINIMUM,3 1/2"NOMINAL THICKNESS. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
3. MINIM FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST.
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
oK
IN LIEU OF WELDED WIRE MESH INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. CIRCUMSTANCES BY DRIVING WITH A HAMMER. ON DRAWING S-2.
ALL
L REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE 7•ALL EXPANSION ANCHORS SHALL BE DESIGNED IN 7. 1"X2"X.045 NON-STRUCTURAL MEMBERS SHALL BE ATTACHED
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S TO HOST WITH 1/4"DIAMETER X 1-3/4"EMBEDMENT&24"O.C.
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY MASONRY SCREW FOR CONCRETE&EQUIVALENT SIZE WOOD SCREW
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. BE APPLIED IN CONDITIONS ACCEPTABLE TO WHEN IN WOOD
 X 1/2"EMBEDMENT SMS OR TEK SCREWS
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE IN ALUMINUM MEMBERS TYPICAL 7 /
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE GRADE#5 OR BETTER ZINC PLATED.
FOLLOWING: B.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
OPC(PORTLAND CEMENT TYPE I,-ASTM C 150). PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES JOB DESCRIPTION: PATIO COVER
FOR USE WITH ACQ PRESSURE TREATED WOOD,OR
3/4". OTHERWISE NOTED ON PLANS. PROFESSIONAL ENGINEER SEAL
AIR ENTRAINING+/-1%-ASTM C 260. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153.
WATER REDUCING AGENT-ASTM C 494. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS DESIGN DATA:
OTHER ADMIXTURES SHALL NOT BE PERMITTED. FENGINEER OF RECORD
CLEAN POTABLE WATER 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 140 MPH
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL NOMINAL DESIGN WIND SPEED Vasd: 110 MPH David W. Smith P.E.
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 2. RISK CATEGORY : II
FLORIDA LICENSE NUMBER:53608
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, UNLESS NOTED OTHERWISE. 3. WIND EXPOSURE C
2,&3 ALONG WITH HOT WEATHER CONDITIONS 4. WIND LOADS:
RECOMMENDATIONS. E.REFERENCE STANDARDS: SCREEN ROOF: N/A Thomas L. Hanson P.E.
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM E 119 SCREEN WALLS: N/A FLORIDA LICENSE NUMBER:38654
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM E 1300 SOLID ROOF(MWFRS): 32 PSF
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASCE 7-10 Mark Ronald Dunn, Jr.
SPALLING OR OTHER DETERIORATION. AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013
ASTM C94 OR EQUIVALENT DENSITY SCREEN MESH: N/A P.E.
B.MASONRY: ASTM C150 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 FLORIDA LICENSE NUMBER.73968
1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C33 7. LIVE LOAD:
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM C260 300 lb.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. Joel Falardeau P.E.
TYPE M OR S MORTAR ASTM C494 200 1b.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
2.ALL MORTAR SHALL BE OF TYPE M OR S. ASTM A615 ASTM A185 8. EXIST.4"CONCRETE SLAB,2500 PSI MIN.CONCRETE W/6"X6"-#10WWM FLORIDA LICENSE NUMBER:70667
3.ALL GROUT SHALL PSI MINIMUM AND HAVE FLORIDA BUILDING CODE 2010 (CHAPTERS 16,20 AND 23) OVER 6"MIL POLYFILM W/EDGES LAPPED 6"&TAPED,OVER CLEAN COMPACTED SOIL
MAXIMUM COARSE AGGREGATE REGATE SIZE OF 3/8". W2013 SUPPLEMENTS. SHALL BE ADEQUATE TO RESIST THE UPLOADS FORTHE PROPOSED STRUCTURE. FBC Plans&Engineering
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING /
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-O"IN 2005 ALUMINUM DESIGN MANUAL Services,Inc.
N A
HEIGHT. F.ABBREVIATIONS: 9. SCREEN ROOF TYPE:10. SOLID ROOF TYPE 3"X12"X.024 ALUM.RISER PAN ROOF FL 1779 OR EQUIV. 6272 Abbott Station Drive Unit 101
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED Phone:hills,fl.33542
C.ALUMINUM' TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT ZephPhone:(813)788-5314
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 1-(866)-824-7894
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE Email:erb@lbcplans.com
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITHA 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS Fax:--e: 6)-824-7B94.thcplans.com
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 2.SIM--SIMILAR
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 3.UON--UNLESS OTHERWISE NOTED C.O.A.Websit-#29054
0.024"SHALL APPLY. 4.CONT--CONTINUOUS HOLLOW SECTIONS
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- 5.VIF--VERIFY IN FIELD 2 x 2:---------------------------------------2"x 2"x 0.046" DATE: 05-28-2015
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE G.RESPONSIBILITY: 3 x 2:----------------------------------------3"x 2"x 0.050"
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR 2 x 3:---------------------------------------2"X 3"x 0.050" DRAWN BY:
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 1.ALL SITE WORK SHALL BE PERFORMED BYA LICENSED
FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2005 CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070"
PREPARED BY THE ALUMINUM ASSOCIATION, CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050" REVISION: DATE:
2.CONTRACTOR SHALL VERIFYALL DIMENSIONS AND DETAILS, 2 x 5: -------------------------------2"x 5"x 0.050" BI iI - r
INC.WASHINGTON D.C.THE 2010 FLORIDA BUILDING CODE -------- T S}1 '_: (31y�LY WITS RO 1
NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEENA I .WITH 2009 SUPPLEMENTS(CHAPTER 16 STRUCTURAL DESIGN DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD - rLOING RO 2
&HERE ALUMINUM 20 ALUMINUM).CME 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------1"ONS. OPEN BACK SECTIONS 2"x 0.040" LE CAL
rL;' `BAG RO 3
4. WHERE COMES INTO CONTACT WITH STEEL,OR
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE dL, ,tiP> F ' �'t}ral1s
SEPARATION. 1 x 3:----------------------------------------1"x 3"x 0.045.,
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS CONTRACTOR RO 4
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS
USING#12 SPACING MAY BE 24"ON CENTER. MANUFACTURER. 2 x 2 Snap:----------------------------------2"x 2"x 0.045" PROJECT ADDRESS:
6. VINYL/ACRYLIC/GLASS PANELS SHALL BE REMOVABLE.THEY 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BYA 2 x 3 Snap: 2"x 3"x 0.050"
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING ---- j- CITY OF ZEPHYRHILLS-FBD BLD.
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 x 4 Snap:---------------------------------2"x 4"x 0.045" RE V a �; (
SPEEDS EXCEED 75 MEH".DECAL SHALL BE PLACED SO IT IS ENGINEERING PRACTICES. ,TE tp ' 39450 SOUTH AVE
VISIBLE WHEN PANEL IS INSTALLED. SELF MATING (SMB) CI Ty T OF ZED. / J ZEPHYRHILLS,FL.
(ACRYLIC/GLASS WINDBREAKERS INCLUDED) H.MISCELLANEOUS: ` HILL_g
1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" LANS
D.FASTENERS: MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME.IF 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" EXAM! /CS
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE THE EXISTING STRUCTURE IS ONE OF THESE,A SEPARATE 4TH 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120"
300 18-8,WITH STANDARD FLAT WASHER UNLESS WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" CONTRACTOR:
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224"
WITH AC PRESSURE TREATED WOOD. HOME. SUNSTATE ALUMINUM
Q2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224"
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE
FLAT WASHERS AND NUTS. ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374"
3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE NOTES
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. R 4101.17 IN ITS ENTIRETY. N
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE 3• EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1S - 1
SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL