HomeMy WebLinkAbout15-16010 ,
CITY OF ZEPHYRHILLS
5335-8TH STREE!:
(si3pso-aozo`` 16010
BUiLDING PERMIT i
PERMIT INFORMATION LCtCATION INFORMATIO �,
Permit Number: 160'10 Address: 60"!3 '16TH ST ;
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. ',
Class of Work: CARPQRT Township: Range: Book: �
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: PARK H1LL
Est. Value: Parcel Number. 02-26-21-0180-00000-0010
imprav. Cost: 850.00 QWNER INFORMATION
Date Issued: 2120J2015 Name: WITHROW BRION TST
Total Fees: 60.00 Address: 6680 CLYMER RD
Amaunt Paid: 60.40 MECNANIGSBURG C}H 43044-9300
Date Paid: 2/20/2015 Phone: 740-707-1052
Work Desc: INSTALL 12 X 25 ALUMINUM GARPORT
CONTRACTOR(S) APPLICATtON FEES
HO OWNER B DING FEE 6 .QO
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lns ectians Re uired
F E
SHEATHING
FINAL� � 2 � (,"�,
REINSPECTION FEES: Reinspection fees will camply with Florida Statute 553.80 (2)(c)when e�ctra inspection
trips are necessary due ta any one of the foilowing reasonsc a)wrong address b)condemned work resuiting
from faulty construction c) repairs or corrections not made when inspections called d) work nat ready far
inspection when called e) permit not posted on job site fi� 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 faund in the pu6lic recards of this couniy, and there may 6e additional permits required fram other governmental
entities such as water management, state agencies or federal agencies.
"Warning to awner: Yoar failure to record a notice of commencement may result in yaur paying twice for
impravements ta your property. If you intend to abtain financing,consult with your lender or an attorney
before recording your notice of commencement.°
Complete Plans,Specifications Must Accompany Apptication.All wark shall be pe�formed in accordance with
City Codes and Ordinances. NO OCCl1PANCY BEFO C.O.
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CONTRACT 5 � NATURE PERMIT OFFI R
PERM T EXPIRES IN fi Mt1NTH5 WITHOUT APPR4VED IN5PECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PRaTECT CARD FROM WEATHER
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: 1�(�F� S Tt ELt
Date Received: Z — 6 — � S
Site: 60 t 3 !6+� S Ti��E T
C Rt►o�)
PermitType: I� x ZS �LtlN(fNUM CnaPaaT
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
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This comment sheet shall be kept with the permit and/or plans.
� ��1 "1�
Kalvin - er—Plans Examiner Date Contractor an or meowner
(Required when comments are present)
e�3asa-aozo City of Zephyrhi(1s Permit Application Fax-813-780-0021
Building Deparkment
Date Received Phone Contact for Parmitting
Owner's Name J r�. � -e, '2 Qv✓ner Phone Number
Owner's Address lJ � �� �T �'� Owner Phone Number ��� ^ ��`7 —��5�-'
Fee Simple Titleholder Name �Df"� r�f� �T �?,��� � �
Owner Phone Number
.r
Fee Simple Titleholder Address
JOB ADDRESS LOT# �____!�
sUBO�vtstoN �` Z e ° � l � PAEtCE�iD#
�,
- " _` - ` (OBTAINED'�ROM PRi?PERTY TAX N0710E) -
WORit PROPOSED e NEW CONSTR 8 ADd1A�T [� S1GN Q Q DEMO�ISN
INSTALL REPAIR
Pt2QPOSER USE Q SFR Q CQMM � OTHER
TYPE OF GONSTRUCTION Q BLOCK Q FRAME � STEEL Q
DESCRIPTION OF WORK l� �r a�— '�o � � �l����;�,v-,� ��''A�r`�"
BU1Ld1E1G SIZE �� � SQ FOOTACaE�___,� HEIGHT C��
�BUILDING $ G r) VA�UATION OF TOTAL CONSTRUCTlC}N
5� � C
QELECTRIGAL �> � AMF SERVlCE � PROGRESS ENERGY Q W.Et.E.G.
QPLUIVIBtNG �9i ��
L r �� �l D
QMECHANICA� $ VA�UATtON OF MECNANiCAL lNSTAl.IATION J��
OGAS Q ROOFING Q SPEGIALTY 0 O7HER
FINISHED FLOOR ELEVATIONS �� � FLOdD ZONE AREA QYES NO
lr�'
BUIl.DEi2 ��}��COMPAPtY p
SIGNATUF2E 4�', REGISTERED Y/ N FEE CURRE� Y/N
Add�ess License# �v M� �cU 2, •, y.- �
ELECTRICIAt+t � COMPANY
SIGNATURE ,,, ,,_.,. ,, REGISTERED Y/ N FEE CURREI� Y/N
Attdress ���—. license# �� �
PI.UMBER COMPAAIY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
,,.�,......,,._,
Address License# � �
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Acfdress License# �` �
DTHER C014]PAtdY -
SiGNATURE REGISTERED Y/ N FEE CURREh Y/N
Address [.icense# �— �
RESIDENTIAL Attach(2}Ptat Pians;{Z)sets of BuElding Pians,{1}set af Energy Forms;R-O-W Permit for new cons#ruction,
Minimum ten(10}working days after submittal date. Required onsi#e,ConsUvction 1'lans,Stormwater Plans w/Silk Fence installed,
Sanitary Facilities&1 dumpster;Site Work PeRnit far subdivisionsAarge proJects
COMMERCIAL Attach(3}complete sets of Baliding Plans plus a Life Safety Page;{1)set of Energy Forms.R-Q-W Permit for new constructlon.
Minimum ten(10}working days after submittal date. }2equired onsite,Constructfon Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new prajeats.All commercial requirements must meet compliance
51GN PERMtT Attach(2}sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW conskruction.
3lrectians:
Fill out application completely.
Owner&Contractor sign back of appllcation,notarized
If over$2540,a filctice of Gommenaement is rcquired. {A!G upgrades over�7500)
'" Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizfng same
�VER THE COUNTER PERM[TTING (Frant of Application Only} � ��y -
2eroofs ff shingles Sewers 5enrice Upgrades A/C Fences(PIoUSuroey/Footage) ., � -
Drivaways-Not over Caunter if on public roadways..needs ROW ' � , �'
�
NOTICE OF DEED RESTRICTIONS: The undersigned understand"s that this permit may be subject to"deed°restrictions"
which may be more rest�ictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions. -
UNLICENSED CONTRACTORS �►ND 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
I 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�r contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application �o�•wrhich they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County. '
TRAPISPORTATIO(V IMPACTIUTILITIES IIVIPACT AND RESOURCE RECOVERY FEES: The undersigned understands
I that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of _
use in existing buildings, or expansion af 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 p.ermit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in ac,cordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN La►VII(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
deliver it to the°owner" prior to commencement.
CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will�be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- 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.
- 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 OUVIVER, 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 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 Buildirig 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, th�job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR I
PAYING TWICE FOFt IMPROVENAENTS TO YOUR PROPERTY. IF YOU IIdTEND TO OBTAIN FINANCING, CONSULT
- - VI/IT-H-YOUR LENDER OR AN ATYORNEY BEFORE �tECORDING YOUR tJOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.1 7.03) � -� - � — — -- - - -• � -
OWNER OR AGE � � CONTRACTOR
Subscrib�a d swo to(or affirmed) efo me this Subscrlbed and swom to(or a�rmed)before me this
2� �by bY �
Wh s(are erso ly kp own to me or has/have produced Who Islare personally known to me or has/Fiave produced _
��L.� ��2YL����as IdentlficaUon. as identification.
Not Public Notary Public
Co sl �b''�Y �e�%'. �ACQUELINE BOG Commission No. �
;�•�o: Expires December 12,2018
Name of N � Q, Name of Notary typed,printed or stamped
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' DISCLQSURE ST,3�.'E;%i'�NT .FOR t3W2dER �
CZ'Z^.�' OF ZEPH'.i'RFi27.�LS �L7II.DZN6�DEPARZ'MENfi
_, ` have read and fuS1y understand and
agsee •ta the provisions o� �th7.s instrutn�t.
.The undersigned .statas and affirms tha� he or she is desirous of cons�ructing,
reziova�.i.ng, adcia.ng to or �eroofing hi.s or her ovm demicile, �-..hat h� or she
� actuall,y occupies, or wi7.2 occupy by � said domic�:�e, and same is not �ar
•rent, lease or sale. That he or sh+e sh��ll co�ply with t3ze following condi-t.a.ons: ,
1. That the awzxer aad,he or she a7.one sha].�. act as -the bvilder for all phases of
constructiozi. _
Z. That the owner wi'll comply with a17: pravisions a� �the City of Zephyrhil�s
ordinances and cbdes pertineat to the building.
' 3. fihat in the a�vent vasious phases of construction are subaontra�tad, he wi�.l
engage anly •prop�rly licerised subcantractors and will ppssonal�y superv�se�
such wask.
4. That in the even� the Building `Inspector shall se�+�i�re co�crecti.ons to be made,
the owrser i+rill assume full responsibility -to inaure �they are made, and upon
ca�cpletion will. aaI'Z �or a raixispection before pxaceeding w3th the buil.ding.
5. That the owner sha11 ass�e fu11 responsibili�y ior the� canstruction aud wia.1
not a�+�ct_ supervisiari of his wark from the Gity cf Zephyxhil�.s Btzz.lding
� Depar�esit. . •
� 6. Z'2iat pr3.ar to final inspection any additional fe+�s, including reiaspec�i.on
fees, must be pai.d izi �ful7.. A .written s�quest f�om �his office shall
constitute a�n of�icial notice to pay additi.atial �'aes.. . �
7. �ha.t t�ie own+er sha1Z comp2y with a21 Cit.y, Sta�te and Feder-�1 laws in regard ta
soc.i.al �e�ity, worksaan's comg�ensatioa, lien laws, etc. , where applicable.
8. That ttxe awn�r sh�11 campZy wi.th aZl the safe.ty codes issued }5y the Fli�rid.a
Industsa.al Commission.
9. State law re�,;res caxrstruatiari to be dane by licenseci contractors, You have
appl.ieci for a pe�mit under an exe�ptian tto fihat law. fihe exea►ption a3,l.aws
you, as the owrier of your property, to act as yaur owa cara.tractor with cer#�,ia
rastsictions even thaugh you do no'� have a I.iaens�. You must .prov5.de diract �
onsite supervision of the construction yovrself. You may build ox impscrve a
ane--fami.ly o,x twa-family sasideaae or a far� out}auilding. 1au may also build
' or improve a commescial bttildi.ng, provi.d�d your aosts c3o zi,ot cxc�ed $25,000.
, The building or residence•must be �or yaur awn use or occupancy. .It may nat
be bui1� or substaati.al3y i�pro�sred for sale ar lease. If you sel'1 or 1.ease a
bui.l.ding you have buil.t os substant3.a11y improved yourself within 1 year after
the censtruction is co�plete, the laar w�.11 psesume•�hat ycu built ot
su�,stan�.ially impsoveci s.f far sal� ar lease, whi.ch is a vi.olation of �.i.s
eXemption. You may zrat hire a,ri unlicensed persan to act as your cantraator or
' ta sup�zvise people working on yaus bui3dinc,�. It is yous responsi:bili.ty to
make swce that people emplayed by yau have ].ic�ses r��7�red }ay s�a.te 1aw and
by e.oun�y ar muz�i.cipal lic�sing ordinasiaes. Yau may no� delegate the
responsibili.ty foz superv-ising work to a Ii.censed corxtractar who i.s not.
1ic�nsc.ci to pexf'o� the wc,r7c being dnnm. Arsy pesson work�.ng o1z ydvr buildizig
who is zxot �.ic�uus�d must wor3c uncie�s yac� dis$ct supezvisi.ozi asxd must be
P�ployed. by you, which meaus that you io.ust deduct F.S.C.A.. and wi�hholcling }=Y
and provide workers' comp�,usatian i"or tt�iat �aployee, a11 as presc=ibed b� 1aw.
Yous coxzstsuctiorl must compZy with a1I applx.cabl.e laws, a�diriazzces, building
codes, aad zaning regulata,ons.
r
OWt�'ER'S SIGNATLTFiE DA2'E �.p �� � ^" c�DI,�
��i�ss / .
P�IO2wTE p.-
W�TNESS PERMIT #
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
BREAK FORM HEADER OR
ECEIVING CHANNEL WHERE ATTACHING TO
3"X12"RISER PAN PANEL
USE(1)#10 X 3/4"SMS /
/1-1/4"NEOPRENE WASHER 3"X 48X0.024"11b.
#10 SMS AT EACH RISER 2"FORM EDGE&@ 3"O.C.PER FOAM DENSITY
FOR PAN OR#10 SMS @ PANEL /
8"O.C.FOR COMPOSITE PANEL #10 X 4"SMS 1-1/4" PANELCOMPOSITE ROOF �/y/IS
NEOPRENE WASHER
8"O.C.PER PANEL
,,/__SOLIDROOF
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
1-1/4" (2)3/8" FLORIDA LICENSE NUMBER:53608
#10 SMS @ 8"O.C. THRU BOLTS
FOR COMPOSITE PANEL WASHERS/NUTS Thomas L. Hanson P.E.
(MIN) Z #10 SCREWS PER 12"
( ) MAY NOTCH FOR CENTER 2X_SMBBEAM(SEE FLORIDA LICENSE NUMBER:38654
WIDTH CONNECTING OR EDGE OF POST
SHEET S-2 FOR SIZE)
PAN TO HEADER(BOTTOM
OR BACK OF PAN) Mark Ronald Dunn, Jr.
POST OR UPRIGHT P.E.
2)#10 X 2"SCREWS PER 12"WIDTH CONNECTING UPRIGHT(SEE
HEADER OR CHANNEL TO FASCIA. SHEET S-2 FOR SIZE)
FLORIDA LICENSE NUMBER:73968
ES1 ROOF PANEL TO FASCIA CONNECTION DETAILS Joel Falardeau P.E.
III SCALE:NTS FLORIDA LICENSE NUMBER:70667
FBC Plans&Engineering
(1)-1/2 0 LDT CONCRETE Services,Inc.
SCREW WITH 2-3/4" NOTE:MINIMUM EMBEDMENT OF 6272 Abbott Station Drive Unit 101
EMBEDMENT(MIN EDGE ANCHORS INTO CONCRETE FOOTING SHALL Zephyrhills,fl.33542
DISTANCE=3") BE 2-3/4"AT ALL POST LOCATIONS.ALL Phone:(813)788-5314
PER OUTER FLANGE ( )
SCREW LENGTHS AT POST CONNECTIONS Fax:1-(866)-824-7894
—— SHALL BE OF SUFFICIENT LENGTH FOR Email:erb@fbcplans.com
REQUIRED EMBEDMENT INTO CONCRETE Website:www.fbcplans.com
1"PER FT.MAX FOR 2'-0" \rYP FOOTING WHEN A PAVER DECK IS PRESENT. C.O.A.-#29054
MIN BEFORE STEEPER
SLOPE
(2)-3/8"p MACHINE
BOLTS WITH WASHERS TOP VIEW DRAWN BY:
OR(4)#14X 3/4"SMS ALUM.SQUARE COLUMN
a <- EA SIDE IHI:lIUI2"x2"x 0.125"ANGLE EXTERNAL REVISION: DATE:
OR EQUIVALENT POST BASE RO 1
�a a (1)-1/2"0 LOT CONCRETE
SCREW WITH 2-3/4" \\ 1_._TYPE I EMBEDMENT(MIN EDGE OPT.#2:FOR INTERNAL FASTENING RO 2
FLAT SLOPE NO FTG o DISTANCE=3") USE(1)5/8"DIAMETER LDT RO 3
<2:12
Z a PER OUTER FLANGE CONCRETE SCREW W/2-3/4"EMBED.
3"MIN EDGE DISTANCE I RO 4
NOTES FOR ALL FOUNDATION TYPES _ a
1.THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL ° cIT o PROJECT ADDRESS:
BEARING PRESSURE OF 1,500 PSF. THE BEARING CAPACITY OF THE 4
SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO ANY POURING . 'a d a FRED STEELE
OF CONCRETE. ° 6013 16TH ST.
2. THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS, AND ZEPHYRHILLS,FL.
COMPACTED PRIOR TO POURING OF ANY CONCRETE. FRONT VIEW
3. CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE.
NOTE:CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON TITEN HD 1/2"O SCREW
TYPE II MONOLITHIC SLAB/FOOTING ANCHORS,OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED.
S-" SCALE:N.T.S.
3 G1 POST CONNECTION DETAIL
SCALE:NTS
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.
'y rS
3"X12"x.024 RISER PANS
FL 1779 OR EQUAL
PROFESSIONAL ENGINEER SEAL
ATTACH
2' TO FASCIA 2X4 1 ENGINEER OF RECORD
EXISTING HOME BEA -- David W. Smith P.E.
HODS FLORIDA LICENSE NUMBER:53608
O.H.
3X3X.093 1 Thomas L. Hanson P.E.
00 POST FLORIDA LICENSE NUMBER:38654
Mark Ronald Dunn, Jr.
P.E.
EXISTING CONC. SLAB FLORIDA LICENSE NUMBER:73968
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER:70667
12' FBC Plans&Engineering
Services;Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
Email:erb@fbcplans.com
LEFT Website:29054 cplans.com
SIDE ELEVATION
C.O.A.-#29054
DRAWN BY:
1/411-1 1-011 REVISION: DATE:
RO 1
RO 2
RO 3
RO4
PROJECT ADDRESS:
FRED STEELE
6013 16TH ST.
ZEPHYRHILLS,FL.
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.
r
42
/e//Is
3"X12"x.024 RISER PANS ATTACH TO
FL 1779 OR EQUAL EXISTING ROOF
PROFESSIONAL ENGINEER SEAL
2X4 BEAM 2X4 BEAM 2X4 BEAM
ENGINEER OF RECORD
David W. Smith P.E.
3X3X.093 EXISTING FLORIDA LICENSE NUMBER:536O8
POST.TYP OF 4 ADDITION
II Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
EXISTING CONC. SLAB j
v Mark Ronald Dunn, Jr.
P.E.
81-41' 8'-4" 8'-4" FLORIDA LICENSE NUMBER:73968
II Joel Falardeau P.E.
25 FLORIDA LICENSE NUMBER:70667
FBC Plans&Engineering
Services,Inc.
FRONT ELEVATION 6272 hh°tt Station Drive Unit 101
Zephyrhills,fl.33542
11 1 ' 0„ Phone:(813)788-5314
3/16
Fax:1-(8 66)-824-7894
Email:erb@fbcplans.com
Website:www.fbcplans.com
C.O.A.-#29054
DRAWN BY:
REVISION: DATE:
RO 1
RO 2
RO 3
R04
PROJECT ADDRESS:
FRED STEELE
6013 16TH ST.
ZEPHYRHILLS,FL.
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 EXISTING EXISTING HOME Pi3
PROFESSIONAL ENGINEER SEAL
YX12"X .024 RISER PANS ENGINEER OF RECORD
FL 1779 OR EQUAL David W. Smith P.E.
ATTACH TO FASCIA FLORIDA LICENSE NUMBER:53608
- EXISTING
ADDITION Thomas L. Hanson P.E.
CARPORT FLORIDA LICENSE NUMBER:38654
3X3X.093
POST TYP st6 DL' Mark Ronald Dunn, Jr.
,� 2X4 BEAM 3x3 P.E.
FLORIDA LICENSE NUMBER:73968
ATTACH NEW ROOF Joel Falardeau P.E.
$-4 8-4 8'-4" TO MATCH EXISTING FLORIDA LICENSE NUMBER:70667
FBC Plans &Engineering
25' Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
Email:erb@tbcplans.com
Website:www.Ibcplans.com
C.O.A.-#29054
PLAN VIEW •
DRAWN BY:
3/16" 1 1-®11 REVISION: DATE:
RO 1
RO 2
RO 3
R04
PROJECT ADDRESS:
FRED STEELE
6013 16TH ST.
ZEPHYRHILLS,FL.
FLOOR PLAN
S- 2
I HEREBY CERTIFY THAT I HAVE REVIEWED
General Notes THIS PLAN AND FOUND IT TO BE IN
A.CONCRETE&FOUNDATION DESIGN: ALT DIPPED GALVANIZED.
COMPLIANCE WITH ASCE7-10,&FBC 2010
5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3006 HA BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR WITH 2013 SUPPLEMENT.
PSI MINIMUM. 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE S.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
MINIMUM,3 1/2"NOMINAL THICKNESS. GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST.
3. FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
IN LIEU OF WELDED WIRE MESH CIRCUMSTANCES BY DRIVING WITH A HAMMER ON DRAWING S-2.
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH.BE H. 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN 7. 1"X2"X.045 NON-STRUCTURAL MEMBERS SHALL BE ATTACHED B�JiL.[I��r
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S TO HOST WITH 1/4"DIAMETER X 1-3/4"EMBEDMENT&24"O.C. { /
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 AP PL I g+
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 APPLIED IN CONDITIONS ACCEPTABLE TO WHEN IN WOOD
 X 1/2"EMBEDMENT SMS OR TEK SCREWS ELEC;FIB
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE IN ALUMINUM MEMBERS TYPICAL. E�'',CI m-,
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. GRADE#5 OR BETTER ZINC PLATED.
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
FOLLOWING: PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES JOB DESCRIPTION: PATIO COVER
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN FOR USE WITH ACQ PRESSURE TREATED WOOD,OR
3/4". OTHERWISE NOTED ON PLANS. PROFESSIONAL ENGINEER SEAL
AIR ENTRAINING+/-G1%-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: 130 MPH ` i
CLEAN POTABLE WATER. G-185. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): ENGINEER OF RECORD
`
OTHER ADMIXTURES SHALL NOT BE PERMITTED. 11.FOR SMS,THE MINIMUM CENTER-TO CENTERSPACING SHALL NOMINAL DESIGN WIND SPEED Vasd: 110 MPH ≥ ?F F ]avid W. Smith P.E.
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 2. RISK CATEGORY 1F''F
FL
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN3. WIND EXPOSURE B �N n FLORIDA LICENSE NUMBER:53608
UNLESS NOTED OTHERWISE. p
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, 4. WIND LOADS: (�
2,&3 ALONG WITH HOT WEATHER CONDITIONS E.REFERENCE STANDARDS: SCREEN ROOF: N/A -- Thomas L. Hanson P.E.
RECOMMENDATIONS. SCREEN WALLS: N/A FLORIDA LICENSE NUMBER:38654
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM E 119 SOLID ROOF(MWFRS): 20 PSF
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM E 1300 /
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASCE 7-10 Mark Ronald Dunn, Jr.
ft
SPALLING OR OTHER DETERIORATION. AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B S. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013 P.E.
ASTM C94 OR EQUIVALENT DENSITY SCREEN MESH: N/A
B.MASONRY: ASTM C150 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 FLORIDA LICENSE NUMBER:73968
I.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 lb.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
ASTM A615 FLORIDA LICENSE NUMBER:70667
2.ALL MORTAR SHALL BE OF TYPE M OR S. ASTM A185 8. 4"CONCRETE SLAB,2500 PSI MIN.CONCRETE W/6"X6"-#10WWM OR 3000 PSI FIBERMESH
3.ALL GROUT SHALL BE 2000 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 FBC Plans&Engineering
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". W/2013 SUPPLEMENTS. SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE.
#.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 2005 ALUMINUM DESIGN MANUAL Services,Inc.
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN 9. SCREEN ROOF TYPE: N/A 6272 Abbott Station Drive Unit 101
HEIGHT. F.ABBREVIATIONS: 10. SOLID ROOF TYPE 3"X12"X.024 ALUM.RISER PAN ROOF FL 1779 OR EQUIV. 6272 Ahills,fl.33542
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED Phone:(813)788-5314
C.ALUMINUM: TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT Fax:1-(866)-824-7894
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. Email:erb@fbcplans.com
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS Fax:1-866)-8 4-plans.com
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 2. SIM--SIMILAR C.O.A.-#29054
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 3. UON--UNLESS OTHERWISE NOTED HOLLOW SECTIONS
0.024"SHALL APPLY. 4.CONT--CONTINUOUS
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- 5.VIF--VERIFY IN FIELD 2 x 2:
2"x 2"x 0.046" DATE: 02-04-2015
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:
1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2"x 3"x 0.070"
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCECONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:--------------------------------------
FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2005 CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050" REVISION: DATE:
INC.PREPARED BY THE ALUMINUM ASSOCIATION, 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2"x 5"x 0.050"
WITH 20 HINGTON D.C.THE 2010 FLORIDA BUILDING CODE NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
WITH 2009 SUPPLEMENTS(CHAPTER 16 STRUCTURAL DESIGN DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD OPEN BACK SECTIONS RD RO 2
&CHAPTER 20 ALUMINUM). CONDITIONS.
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:------ _------------------------- 1"x 2"x 0.040" RO 3
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC WINGS
ROOM ADDITION ELEMENTS AS PROVIDED BY THE 1x3:----------------------------------------1' x 3"x 0.045" RO 4
SEPARATION. CONTRACTOR
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
IF ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS
USING#12 SPACING MAY BE 24"ON CENTER. PROJECT ADDRESS:
MANUFACTURER. 2 x 2 Snap:----------------------------------2"x 2"x 0.045" 1
6. VINYL/ACRYLIC/GLASS PANELS SHALL BE REMOVABLE.THEY 5 ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2 x 3 Snap: ------2"x 3"x 0.050"
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING LICENSED P.E.IN ACCORDANCE WITH STANDARD FRED STEELE
2 x 4 Snap: 2' x 4"x 0.045" 6013 16TH ST.
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND ENGINEERING PRACTICES.
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS 6013 16HILLS,FL.
VISIBLE WHEN PANEL IS INSTALLED. SELF MATING (SMB)
(ACRYLIC/GLASS WINDBREAKERS INCLUDED) H.MISCELLANEOUS: 2 x 4 SMB:----------------------- 2"x 4"x 0.044"x 0.100"
1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
D.FASTENERS: MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME.IF 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118"
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"
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224"
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE HOME.
WITH ACQ PRESSURE TREATED WOOD. 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224"
2. HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB: 2"X 10"x 0.092"x 0.374"
FLAT WASHERS AND NUTS. BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE NOTES
3. ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, R 4101.17 IN ITS ENTIRETY. S- 1
TAPCON,REDHEAD,D T,OR APPROVED EQUAL. 3. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL 1