HomeMy WebLinkAbout15-16053 CITY OF.ZEPFIYRHILLS
'S3�5�8TH STREEi' �
(si3)�so-oo20 , 1 053
BUILDING PERMIT __
PERMIT INFORMATION - LOCATION INFORMATION �
Permit Number: 16053 Address: 3340 MALACHITE DR
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: RV PARK Lot(s):34 Block: Section:
Square Feet: Subd.ivision: EMERALD POINTE RV RESORT
Est. Value: Parcel Number: 24-26-21-0020-00000-0340
Improv. Cost: 5,000.00 OWNER INFORMATION �
Date Issued: 3/03/2015 Name: TROTTIER THOMAS & PHYLLIS
Total Fees: 90.00 Address: 3340 MALACHITE DR
Amount Paid: 90.00 ZEPHYRHILLS, FL. 33540
Date Paid: 3/03/2015 Phone: 207 252-3518
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Work Desc: SCREEN RM , PATIO W SHED COVER& CONCRETE 312 ' SQFT
CONTRACTOR S APPLICATION FEES
HOMEOWNER BUI DING FEE 90.00
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Ins ections Re uired
FOOTER 2ND ROUGH PLUMB MISC INSU T N E LING
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 performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFO C.O.
i
1
CONT CTOR SIGNATURE PERMIT OFFI R
' PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
F'/3C ��Qas f�E�S'!nt°p�i w�(' ' C�'� a3- Z�rl�s ,.
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2015027642
Pertnit No. Parcel ID No ��-��D'o�.�—�VO�-�~�`^"'���� l v
� NOTICE OF COMMENCEME
iState of ���rlCJG� County of �SC-d •
I THE UNDERSIGNED hereby gives notice that improvemenl will be made to ceAain real property,and in accordance with Chapter 713,Florida Slatutes,
the following infortnation is provided in Ihis Notice of Commencement: A\ ['
t, Descrip6an of Property: Parcel Idenllficalion No. a�'I- .Z-(o^�.I + ���� V V�d � d 3 7 �
StreetAddress: V��! � !/�a�4e �;-F� Dr• 2��lWrl�y Ils i �L- �3� � U
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2. General Descriptfon of Improvement �Da j'V1 l�'�c���'i a v� � SCreey.. I2v+�+•�
'l�a.�-r'o%Shed �ver', �o�cr�t�
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3. Owner Infortnatlon or Lessee information if lhe Lessee conVacted for the improvemenl: �����'�'��f'
�D YYiQS l��! �'
� ?�34D "��c.jrc�2i-#�=�(` �7��kyrh►��s �C 33��CU
i Address ���e r City State
Inleresl In Praperty:
Name af Fee Simpie Titleholder:
(If dif(erent from Owner listed above)
Address _IJ City State
a. ConVactor. � " � ��'�7T!�P�
�'3�l)me��G�l�"P �r- Zevhyrhrlls �'C 33s"�l6
Address City T—�— State
Convactors Teiephone No. . Rcpf.:1662598 Rec: 10.00
5. surety: DS: 0.00 IT: 0.00
Name 02/24/2015 T. S., Dpf.y Clerk
Address City State
Amount o(Band: $ Telephone No.
6. Lender.
Name
Address Ciry State
- - � L2ntlers Teieptmne No?_ - --- - �-- — - --- ---- -- - -`---- -. - -- - -
7 Persons wilhin lhe Slale of Florida designated by the owner upon whom notices or other documents may be served as provided by
Sedion 713.13(1)(a)(7),Florida Slatules:
PqULii S 0'NEIL,Ph D.PRSCO CI.ERK 6 COMPTROLLER
Name 02/0 4 K019152m P� 458
Address City Stale
Telephone Num6er o(Designated Person:
8. In addiUon to himself,the owner designates of_ ,
to receive a copy o(the Lienols Notice as provided in Section 713.13(1)(b),Florida Stalutes.
Telephone Number of Person or Enlity Designated by Owner.
9. Expiratian dale of Notice ot Commencement(the expiration date may not be betore Ihe completion ol constructfon and final payment to the
contractor,hut will be one year Gom the date o(recording unless a different date is spedfied):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENOER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT,
i Under penalty o!peryury,I decla�e that I have read the loregoing notfce of commencemant and lhat he facls stated therefn are lrue la the best
of my knowledge and belief.
STATE OF FLORIDA
COUNTY OFPASCO � �
Signature ai Owner or Lessee,or Owners or Lessee's Authorized
OKcer/Directo r/Pa rtner/Manage r
I
Signatory's Tllie/Once .
The foregoing instrumenl was acknowledged be(ore me this�day ot Feb• ,20LSby TL1n�na 5 /roff'rer
�± as � (type of authority,e.g.,o(ficer,Wstee,attomey in faa)tor
1'1 i vn S t�r (name party on behalf of whom tn ment was executed).
Personally Known�OR Produeed Idenlificelion�( Notary Signalure L`✓
Type of Identificalton Produced �•L. Name(Print) ZQxY+t �-�'1+'
u n..
,� r 4 SUZAWNE BANR
+° t+= NoUry PuDlle•State ol Florid� ,
•-AAy Comm.E=plrQe Nor 22,2019
:�'�;j Commission�Y FF 16969�
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wpdalalbcs/noti cecomm en cem ent�c053048
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rr�, ,. � C�RTIFY THA7 THE FOREGOING�I
0 0 � ?,� ., TRUEAND CO SA
'°' °O �D� � t � W� ON FILE p� RREC7 COPY OF THE DOCUM
� " � OF PUBLfC RECORD IN THIS OFFICE
�p�� �� > � 0 �,� W�IESS MY HAND �(p p��C I A L S
� e. • �� PAU � F__ EALT S
�� � � �' . EIL, CLERK$C- 2
BY � ROLLE—
— EPUTY CLERK
s�a-�ao-oozo�-�� -< -. . . . , ,_ City of Zephyrhills Permit Application FaX-a�aaso-ooz�
' ' � Building Department: - , „ ., ,• ,,
' � ' �. , ., �,� � ., : � ? :
Date Received , �� � �
' � Phone Contact for Perni�itting ��3 �`d.g � -��3��
-I-i-1-t-I-ITr � 1;:1�c���•�,
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Owner's Name 'iS/�lLt S � rtl 'T I � Owner Phone Number
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Owner's Address 3 GI, �`f ;��Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address '
JOB ADDRESS J 3 � � I i'l � ��� r� LOT# ��
SUBDIVISION � PARCEL ID# oZ Y - c� �o-� I ` O��D - �� -C�3� D
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR B ADD/ALT � SIGN 0 Q DEMOLISH
INSTALL REPAIR
PROPOSED USE 0 SFR Q COMM 0 OTHER
TYPE OF CONSTRUCTION 0 BLOCK Q FRAME � STEEL Q
DESCRIPTION OF WORK �C-1"C�Qt1- �D[7vJ'L ��-�1 D C V�'`@G\ �D�!2f' C.'171'iCT`�.fi� � S( �
BUILDING SIZE 3 3 X a `{ SQ FOOTAGE 3 j � HEIGHT U
TI�TITr'TfTI"ITI"ITTITI�T� 1'RTIT��TT�ATr�T�TTrIT1�19�T1�1�
OBUILDING $ ���� a� VALUATION OF TOTAL CONSTRUCTION
DELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
QPLUMBING $ �v� �bo�3
`:/ �
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
OGAS Q ROOFING Q SPECIALTY 0 OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES NO
-F-�-N-Ea-�-��+Fa- �-N-N-�-�-�-F-�-�-���-e-�-�-�-�-�-�-�-N-N-�-�-�-
BUILDER i �C�MPANY � L°D W h'° �
SIGNATURE � REGISTERED Y/ N FEE CURREN Y/N
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
� Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIIt11111111111111I11111111111111ttlllttlltl
RESIDENTIAL 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/Silt Fence installed,
Sanitary Facilities&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 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 Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
*"*'PROPERTY SURVEY required for all NEW construction.
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Dlrections:
Fill out application 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 contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NCJTIGE�F DEEQ RESTRtCTIONS: 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 deeci restrictians.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONS16tLiT1ES: if the owner has hired a confractor or
contractors to undertake work, they may be required tp be licensed in accordance with state and local regulations. If the
confractor is not licensed as requireci by Eaw, bofh the owner and cantractor may be cited for a misdemeanor viafafion
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 cantact the Pasco County Building lnspection Division—Licensing Section at 727-847-
8009. Furthermore, if the awner has hired a confractor or confractors, he is advised to have the confractor(s} sign
portions of the ucontractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indEcation that he is nat properly licensed and is not entitled to permitting privileges in Pasco
Gounty.
TlZANS!'t�RTATiON tMPACT/UT1�ITlES 1MPACT AND RE5laURCE RECQVERY FEES: The undersigned understands
that Transportation impact Fees and Recourse Recavery Fees may apply to the construction af new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasca County Ordinance number 89-07 and
90-07, as arr3ended. The undersigned also understartds, that such fees, as may be due, will be identified at the time of
permitting: It is further understood-thafTransportation Impact-Fees and Resource Recovery�Fees-must-be paid prior-to- -
receiving a "cerkificate of occupancy" or fina! pawer release. If the project does not involve a certificate of occupancy or
. final power release, the feas must be paid prior ta permit issuance. Furthermore, if Pasca County Water/Sew�r Impact
fees are due,they must be paid priar to permit issuance in accordance with applicable Pasco County ordinances.
CQNSTRIJCT{ON L1EN LAW{Chapter 7't3,Florida Statutes, as amended): if valuation of work is$2,500.Q0 or mare, l
cer#ify that f, the applicant, have been provided with a copy of the "F�orida Construcfion Lien Law—Homeowner's
Protection Guide" prepared by the �lorida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner", 1 certify that 1 have abtained a copy of the above described document and promise in gaod faith to
deliver it to the"owner"prior ta commencement. -
CC}NTRACTOR'SIOWNER'S AFFlDAVIT: I cectify that al] the infarmation in this applica#ian is accurate and that a!1 work
will be done in compliance wifh alf applicab�e laws regu�ating construction, zoning and (arid developmenf. Applieation is
hereby made to obtain a permit ta do work and installatian as indicated. 1 certify that no work or installatian has
commenced prior ta issuance of a permit and that a11 work wili be performed to meet standards of all laws regulating
construction, Caunty and Gity 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 fake to be in compliance. Such agencies include but are not(imited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Enviranmentally Sensitive
l.ands,VltaterlUUastewater Treatment,
- Sauthwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Enviranmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Enviranmental Pratection Agency-Asbestos abatement.
- Federa!Aviation Autharity-Runways.
1 undersfand fhat fhe following restrictions app(y to the use af fili:
- Use of fill is not allowed in Flood Zone"V" unless expressly permitted.
- If the fll material is to be used in Flaad Zane "A", it is understood that a drainage plan addressing a
"campensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State af Florida.
- if the fiil materia( is ta be used in Fiood 2one "A° in connection with a permitted building using stem wall
constructian, I certify that fill will be used only to fill the area wi#hin the stem wall.
- If fi11 material is ta be used in any a�ea, i certify that use af 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 applicatian, for lots less than one (1)
acre which are elevafed by fill, an angineered drainage plan is required.
If I am#he AGENT FOR THE OWNER, I promise in gaod faith to infarm the owner of the permitting conditians set forth in
this affdavit prior ta cammencing canstructian. i understand ttrat a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air eonditioning, gas, ar other insfallations not specifical(y included in #he 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 pravisions of the technical cades, nor shall issuance of a permit prevent the Building C?fficial fram thereafter
requiring a correction of errars in plans, construc#ion or violations of any cades. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months af permit issuance, or if work autha�ized by
the permi#is suspended or abandoned far a period of six(6) monfhs affer the time fhe 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
justi�abie cause for the e�ctension. If worK ceases for ninety(90)consecutive days,the job is consiciereci abandoned.
WARNING TO OWNER: YQUR FAILURE TQ RECORD A N4TIGE OF GOMMENCEMENT MAY RESULT 1N YOUR
FAYING TWICE FOR 1MPRQVEMENTS Tt3 YOUR PROPERTY. IF YOU INTEND TO OBTAtN FtNANC(NG,CC1NSi1LT
WITH YOUR LENDER OR N ATTORN�Y BEFORE RECORDING YOUR N ICE OF CO MENCEMENT.
FCt}R]DA JURAT(F. 7.03
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OWNER 012 AG� CONTRACTOi2
Subscribed and swor or affirme.� a me this Subscribed and s rn ta ar affir ed before me this
os—(7—/S by LtoH+as !►"v ler c�—t?—/S by �tvswa.s �Yt�{�zer
Who is/are personally known to me or haslhave produced Who islare personally known to me or haslhave produced
�.L• as identification. d7•L� as identificatian.
� h-e--�-�����"�ti. Nota Public Nota Pub(ic
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C mmission No. ' ' Commission No.
N , ��� � Name f Notary typed,printed or stamped
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: I�p!1 I�S �0�'r l!- �
�
Date Received: 2 — 2. 4 `� 1 S
Site: 3 J � U l� � L I�e N f ['� �2.
Permit Type: SC�i�G,� ��I�/1 Y�,�-fi SN�Q � VcR ���c2���'
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.
3�3� l
Kalvin Swit'er– s Examiner Date Contractor and/or Homeowner
(Required when comments are present)
. '
� DISCLOSURS STA'�'*'i'�' FOR OWNSR
� CITY QF �$PRYRHII:T,S SII�I�D=N(� DBFAS��T
� _. �t`!�Vl��-S (`b`�'�'I � �' have reac'� aad fzs7.ly ntn.derstand aad
agzee to the gravi.sians of this iastr�at_
The uadezsigaed states aad affizms that he ar she is des�.rous of coaastructiag,
renovatis�g, adding to or reroo�iag ]ais or her own: domicile, �ha.t he or she
' actual].y oCC1Xgi.eB r ar will ocaupy by saa.d damicile, and sams is nat �or
reat, lease ar sale_ That he or she ehall comply avith the fo3.3.owa.azg canda.ta.ons:
i. That the oqvner aad 1ie or she alone sha3.1 act as the builder for aIZ phases of
constrnction..
2. Tha� E,he o�rvaer m�.11 camgly �ith a3.1 prov3.sions of the City o� Zephyrhills
ordi�pcances an.d codes pertineat �o the buildimg.
3. Thati ia the event various phase� of oone�ruction are eubcoatraated, he vr3.11
eagage o�23y PraPerly Iiceased st�bc�,trac�ors aad wi7.I personalZy supervise
such work.•
4. Tha� i.a the event i he Buildiag Inspeatox shalZ req�ti.ire �oxrecta.oas ta he made,
the owaer wil.l assume full reapoasibility �o a.nsnxe they, axe made, and upoa
completion wa.11 calZ far a reiaspectioa befare ptaceediag with the btsildiag.
5. That the owae� shaY3. a�sume €ul.l re�eponsi.bila.�y for the canstructian and will
aot expect supervi€+ion of his wark from �he C3ty of Zephyrh3.11� Bnildi.ng
Depaactmeat_
6. Tha� prior ta final iaspec�yoa aay additiona�. fee�, i.n.clud3ag r�.nspection
fees: must be gaid ia full. A �arrittea reqnest €rom th�.s a�fice sha1Z
� constitute aa off3.cia1 aot3Lce to pay adda.tional �ees.
7. That the vwae,r sh�.11 comp].y wi�t a].Z City. State aad F�deral laqra ix� regard �o
sociaS securi.ty, warlanaa's campeusatiaa. Ii.eu Zamr�, e�c., �cvhere applzaable.
8. �`hat the owner sha11 campZy wit.h all the ea:Ee�y aodes iasued by �he Florida
IadustriaZ Commi.ssion. .
9. Sta�e laar requ3.res cou�truation to be dan,e by liceased coa�rac�ors. You have
applied £or a perrm.it umder an ex,emp�3.on. �o that Zaw_ '�.'he exemptioa allov�s
yau, as the aarn.er of yaur prapeacty, to act aa your awa eout.�actor wi.th certa_iaa
res�riot�.ons evea though yau da aot have a 13cense. Yau must provide di.xect
ons3�e supervisiaa af �Ghe Goustacnctiaa yourse3.f. Yau may bv.i.ld or i.mprove a
oae-family or two-:Eami.ly re�iderice or a farm outbuild:i»ug. You may also bui.ld
ar i.�arprove a commercial bui,ldiag, provided yaus costs do aat e�cceed $25,OOQ.
The building or resideace must be for yaur owa use or occupancy. T� Ynay aot
be built or svbstantially improved :Eor aale ar lease_ zf you sel]. or l.ease a
.buildiag yau h�.ve btzil� ar s�sbs�aat3aliy impxav�d yaurself cv:i.thai.n. 3. year after
the constrnctioa ia cample�.e, tb.e law will pres� that yon bui.lt a�c
substaatially 3,mpxoved 3.� �'or sal.e or Zease, which is a vioZatian of this
P..7Lemptiou, Yon may nat hi�e aa un7.icensed pearson to aat ae yon:c cantraa�or oz
to supervise geople ovarking on your }auilding. It is yaur �eaponsibility to
make sure that peapZe +�P��Y�d bY You hawe 3i.aeases reqczired by sta�e law aad
by cauaty �or muaica.pal liceasiag or�3*+�*+�es. You may �not delegate �.he
respvasibility fox supervis3.aag �vork �o a licensad coa�ractor who is not
liceased to perforaa the work being done. Aay person. arorkiag on youx bui.ldiag
who 3.s aot licensed must worlc uader gonr direct sugesv3sion aad aaust ba
employed by you, wh�.ch means th�t yatt m�.t�t deduat F.I.C.A. aad a�i�I�taldi.ug ta�c
and prov5.de workeacs' coampensatioa far that emplayee, a1I ae preecri.bed by law.
Yous� coastz�uc�Gioa must comply vP3.th a:LI appl.ieable Ia�s: ardiaazt+ces, bail.ding
aodes, an�ci zosxiag regnla ' .
O�.'S SIG�3�ls`T3RS DATE �^'J � � �
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I HEREBY CERTIFY THAT I HAVE REVIEWED
EXISTING HOST STRUCTURE THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE7-10, &FBC 2010
WITH 2013 SUPPLEMENT.
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
#10 SMS AT EACH RISER I I 2"FORM EDGE&@ 3"O.C.PER FOAM DENSITY11b.
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8"O.C.FOR COMPOSITE PANEL PANEL COMPOSITE ROOF
EOXE"SMS W -1/4"ASHER
PANEL
NEOPRENE WASHER
SOLID ROOF POSTU.093 B"O.C.PER PANEL- - - - - - -
POST UP - - - - - - - - - -
FOR 2X6"SMB:
(3)3J8„
THRU BOLTS
THRU BOLTS - - - - - WASHERS/NUTS
2"X9"SMB CARRIER FOR 2X8"0R 9"SMB:
BEAM (4)3/8" PROFESSIONAL ENGINEER SEAL
THRU BOLTS
(H)3/8" WASHERS/NUTS
#10 SMS @ 8"O.C. ENGINEER OF RECORD
1-1/4" THRU BOLTS
(MIN) FOR COMPOSITE PANEL WASHERS/NUTS LI David W. Smith P.E.
(2)#10 SCREWS PER 12" CARRIER BEAM TO POST-UP CONNECTION DETAIL MAY NOTCH FORCENTER FLORIDA LICENSE NUMBER:53608
WIDTH CONNECTING SCALE:NTS OREDGE OF POST 2X_SMB BEAM(SEE
PAN TO HEADER(BOTTOM S-3 SHEET S-2 FOR SIZE) LI OR BACK OF PAN) Thomas L. Hanson P.E.
2)#10 X 2"SCREWS PER 12"WIDTH CONNECTING SHEET S-2 FOR POST OR HT FLORIDA LICENSE NUMBER:38654
HEADER OR CHANNEL TO FASCIA
SHEET SIZE)
Mark Ronald Dunn, Jr.
S 1 ROOF PANEL TO FASCIA CONNECTION DETAILS P.E.
S-3 SCALE:NTS BEAM TO POST CONNECTION
LOAD BEARING FLORIDA LICENSE NUMBER:73968
II Joel Falardeau P.E.
FLORIDA LICENSE NUMBER:70667
FBC Plans&Engineering
Services,Inc.
"0 LOT CONCRETE 6272 Abbott Station Drive Unit 101
(1)-1/2
Zephyrhills,fl.33542
SCREW WITH 2-3/4" NOTE:MINIMUM EMBEDMENT OF
EMBEDMENT(MIN EDGE ANCHORS INTO CONCRETE FOOTING SHALL Phone:x:1-(866)-824-7894(8 824-7894
3"X 3"X 0.125"POST DISTANCE=3") Fax:
PER OUTER FLANGE BE 2-3/4"AT ALL POST LOCATIONS.ALL Email:erb@Ibcplans.com
SCREW LENGTHS AT POST CONNECTIONS Website:www.fbcplans.com
— — SHALL BE OF SUFFICIENT LENGTH FOR
REQUIRED EMBEDMENT INTO CONCRETE C.O.A.-#29054
\TYp FOOTING WHEN A PAVER DECK IS PRESENT.
12" (m n ' o —— DRAWN BY:
24" FASTEN BEAM TO REC. CHANNEL W/ (2)-3/8"0 MACHINE
#12 x3/4' TEKS BOLTS WITH WASHERS TOP VIEW
Cl SCR/INCH OF BEAM HT. 'H') OR(4)#14X 3/4"SMS ALUM.SQUARE COLUMN REVISION: DATE:
3 0" EA.SIDE
(1)-12"LONG 3/8" G RECIE V ING CHANNEL 2"x2"x 0.125"ANGLE EXTERNAL RO 1
DIA.BAR a • FASTEN TO POST W/
THROUGH COLUMN 2xH ALUM BEAM #12 x3/4' TEKS OR EQUIVALENT POST BASE RO 2
Cl SCR/INCH OF BEAM HT. 'H') (1)-1/2"p LDT CONCRETE
(EACH WAY) e • a - _ Q • SCREW WITH 2-3/4" RO 3
d EMBEDMENT(MIN EDGE OPT.#2: FOR INTERNAL FASTENING
a DISTANCE=3") USE(1)5/8"DIAMETER LOT
❑ST PER PLAN PER OUTER FLANGE CONCRETE SCREW W/2-3/4"EMBED. RO 4
NOTE: "A"SHALL BE 30" 3"MIN EDGE DISTANCE
FOR ALL POSTS.
„ BEAM TO POST CONNECTION a PROJECT ADDRESS:
A NON-LOAD BEARING ALT. d a a a s THOMAS MALACHITE TIER
(EACH DIRECTION) a Q - 3340 DR.
ZEPHYRHILLS,FL.33540
D TYPICAL ISOLATED FOOTING SECTION DETAIL FRONT VIEW
S-3 (4 LOCATIONS)
NOTE:CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON TITEN HD 1/2"0 SCREW
ANCHORS, OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED.
G1 POST CONNECTION DETAIL DETAILS
SCALE:NTS
S-4
OPTIONAL:1"X2"OPEN (6)-#14 X 3/4"SMS
EXISTING HOST STRUCTURE BACK ATTACHED TO HOST ATTACHING ANGLE TO BEAM I HEREBY CERTIFY THAT I HAVE REVIEWED
W/(1)i/4"p CONCRETE EACH SIDE(1"MIN.SPACING) THIS PLAN AND FOUND IT TO BE IN
ALUMINUM RISER PAN SCREW OR LAG WITHIN 6" COMPLIANCE WITH ASCE7-10, &FBC 2010
BREAK FORM HEADER OR OF BEAM&@ 24"O.C.MAX WITH 2013 SUPPLEMENT.
RECEIVING CHANNEL BETWEEN BEAMS / EXISTING MASONRY
#10 SMS W/1"0 NEO-WASHERS (4)#10 SMS W/3/4" WALL GROUTED
@ 8"O.C.(USE SCREW LENGTH WASHERS PER 12"PANEL o / SOLID
#10 SMS AT EACH RISER EQUAL TO COMPOSITE PANEL -- @ CONNECTION
FOR PAN OR#10 SMS @ THICKNESS PLUS(1)INCH) m O
8"O.C.FOR COMPOSITE PANEL ay
SEE DETAIL C2 FOR p
SOLID ROOF ALUMINUM RISER PANS Detail C2 N��
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'—'MASONRY&@Y SCREW 3"FROM
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W/1-1/2"EMBEDMENT INTO p /_ (SEE SHEET S-2 FOR SIZE) /
[ MASONRY
(1-1/2"MIN.SPACING '
If
OPTIONAL 1"X 2"FASTENED OR 2"x 2"x 1/8"x BEAM DEPTH" ,2 lB
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BOLTS WITH 3/4" SMS INTO SCREW BOSSES INTO WOOD(1"MIN SPACING) ROOF BEAM(SEE W/(1)1/4"x 3"CONCRETE 1"X2"OPEN BACK
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#10 SMS @8"O.C.
POST AND EDGE BEAM BEAM WITH(1)#10 X 1-1/2"
FOR COMPOSITE PANEL 2"X2"X 0.125"ANGLE (4)#12 x 3/4"SMS EACH
(MIN) AND
@ 1HIN 6"OF COLUMN BEAM "B" NOTES: EA SIDE OF BEAM SIDE INTO BEAM
(2)#10 SCREWS PER 12" AND @ 12"D.C.MAX 1.THE MINIMUM EDGE
WIDTH CONNECTING 2x4 1 DISTANCE IS 3"FOR MASONRY EXISTING HOST STRUCTURE NOTE:WHEN ATTACHING TO WOOD STRUCTURES,WOOD LAG SCREW
PAN TO HEADER(BOTTOM CONTINUOUS EDGE BEAM POST 2x5 2 STRUCTURES. (CONCRETE,GROUT FILLED ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT PROFESSIONAL ENGINEER SEAL
OR BACK OF PAN) 2.IF A RECEIVING CHANNEL IS CMUORWOOD) OFMASONRYANCHOR SCREWS.
NOTE:EDGE BEAM(SEE SHEET S-2 FOR SIZE)SHALL BE ORIENTED IN DIRECTION SHOWN. 2x6 2 USED,USE TWICE THE NUMBER
"B"ANCHORS INTO THE HOST ENGINEER OF RECORD
1/4"X 2"LAG SCREWS(2)ROWS STAGGERED 24"O.C. 2X7 3 p
END BEAM TO HOST STRUCTURE DETAIL
CONNECTING HEADER OR CHANNEL TO FASCIA. ROOF PANEL TO EDGE BEAM CONNECTION DETAIL STRUCTURE.ALL MINIMUM SCALE:NTS
S 1 ROOF PANEL TO FASCIA HOST BEAM CONNECTION DETAILS $
SCALE:NTS 2x8 3 SPACING SHALL BE APPLICABLE. David W. Smith P.E.
S_3 SCALE:NTS 2x9 3 S2 BEAM TO HOST TO CONNECTION DETAIL FLORIDA LICENSE NUMBER 53608
2X10 4 S_5 SCALE:NTS
UPRIGHT 3/B„0 J J #12X4"
SMS L Thomas L. Hanson P.E.
WHEREATTACHINGTO 3"X0.125"HEADER_______ / Concrete Screw 1-1/4"NEOPRENE 3"X12"RISER PAN PANEL FLORIDA LICENSE NUMBER:38654
SECONDARY ANGLE MIN Column Anchor WASHER @ 8"O.C.PER USE#10 X 3/4"SMS 2"FROM ATTACHED TO
4 #10 X 3 4"SMS 0.125"THICK(NOT Size PANEL EDGE&@ 3"o.C. TOP&BOTTOM INTO
() / REQUIRED FOR 2X3 B Min.Spa /1-1/4"NEOPRENE WASHER
FASTENING SECONDARY PERPANEL COMPOSITE RODE W/
ANGLE TO COLUMN(TYP MEMBER) 2 4 0 O" #10 X 5/8"TO ATTACH
Mark Ronald Dunn, Jr.
EACH SIDE) 1 CARRIER SMB #1ZX 3 4 12"O.C.
PRIMARY 2"X 2" 2x5 1 3" FLASHING TO ROOF 17 �,
X0.125"ANGLE 2x6 1 4" PANEL @ 12"O.C. I
(B)-3/8"0 CONCRETE SCREW (2)#10 X 3/4"SMS FASTEN 2x7 1 5
FLORIDA LICENSE NUMBER:73968
ANCHOR INTO SECONDARY COLUMN TO PRIMARY ANGLE 2x8 2 3'
2"X2"FASTENED TO BEAM 3"COMPOSITE
ANGLE(TYP EACH SIDE)(SEE O (TYP EACH SIDE) 2X9 2 4 WITH(2)#10 X 1-1/2"SMS ROOF PANEL
TABLE) O 2X10 2 4.5
O 1"X 2"BASE MEMBER ZX3X.050 IS ACCEPTABLE Joel Falardeau P.E.
i - . (TYP EACH SIDE) USE ALL SCREW BOSSES FLORIDA LICENSE NUMBER:70667
ANCHOR SPA - _.._.._.. .._.._.._.._- - _.._.
(MIN)(TYP)(SEE TABL ) (1)-3/8"0 CONCRETE SCREW
.4 ANCHOR INTO PRIMARY 0 0
ANGLE AND @1/4"0 CONCRETE FBC Plans&Engineering
O O 1"X 2"SNAP - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - Services, Inc.
3" MIN 00
-P-- -I SCREW ANCHOR @24"O.C.BETWEEN COLUMNS Station-
(TYPEACHSIDE) ' O O ----------- _-_-_-_ _ Ze7hAhllsttfl 33542DrfveUnit101
NOTES:
- .. .. .. .. .. O O_ _ _ Zephyrhills,
1.NUMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY ANGLE AND DOES NOT INCLUDE THE ANCHOR SMS EACH3/4"IDE ' - -_ Phone:(813)788-5314
INTO THE 1X2. O O �- Fax:1-(866)-824-7894
2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL BE 2-3/4"AT AT ALL UPRIGHT Email:erb@fbcplans.com
LOCATIONS.ALL SCREW LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED SMB �. \ Website:www.fbcplans.com
EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT. COLUMN C.O.A.-#29054
SCREW.OTHER SIZE ORTYPE OF ANCHORS SHALL NOT BE USED. 2"X3"
3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON ITW RED HEAD ®LDT 3/8"0 STAINLESS STEEL CONCRETE i `
X.050
4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE CONNECTIONS AS 2X4 SHOWN IN TABLE. 2"X2"X0.125"X BEAM END BEAM DRAWN BY:
DEPTH ANGLE W/(4) 2"X_"SMB RIDGE BEAM
POST OR SMB CONCRETE BASE CONNECTION CARRIER BEAM - TO - COLUMN CONNECTION #10X3/4"EA LEG (SEE SHEET S2 REVISION: DATE:
-
(NOTE:CONNECTION SHALL BE USED FOR TOP&BOTTOM WHEN APPLICABLE) FOR SIZE)
2"X_"SMB UPRIGHT RO 1
COLUMN OR POST CONCRETE BASE OR LEDGER CONNECTION D S4 ROOF PANELS AT RIDGE CONNECTION (SEE SHEET S-2 FOR SIZE)S-3 SCALE:N.TS. S_4 S'_L� SCALE:NTS. CONNECTION SIMILAR TO D,S-4 RO 2
SEE SITE SPECIFIC DRAWING RO 3
(4)#10 x 114"SMS INTO RO 4
GRADE SCREW BOSSES OPTINAL
1/4"X2"-1/2 MASONRY ANCHOR ANGLE CLIPS OR
II V
IF WOOD STRUCTURE SUBSTITUTE RECEIVING CHANNEL
OPTION#1 W/ PROJECT ADDRESS:
I I I 1 DENTICAL WOOD SCREW OR LAG 6"FROM (4)#12X3/4"SMS EA LEG
BASE @ 24"D.C.
d - (4)#10 x 1 Yz"SMS 1"X2"RECEIVING CHANNEL THOMAS TROTTIER
12" INTO SCREW BOSSES I I 1X2 RECEIVING CHANNEL ATTACHED TO Z"X2"CHAIR
/ I ATTACHED TOIX3 RAILW/#10x3/4"SMS 3" 3340 MALACHITE DR
__ 1"X2"X0.062 ANGLE CLIP FROM END&@ 12"ON.C.
[2)#S CONT ON 3" 12 W 2#12X 3 4"&1 4"X pTTCOHEDOSI#OX3ERRIAL
CHAIRS _ I 3"MASONRYTHRUI> / / @ ZEPHYRHILLS,FL.33540
___ ____
12"x12" 0.062"ALUMINUM INTERNAL =__
RIBBON FOOTING 2"X2"
MEMBER I I OR EXTERNAL RECEIVING
NOTES FOR ALL FOUNDATION TYPES: I I CHANNEL W/(4)#10 X 3/4" I
INTO INTO BEAM OR
1.THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL I I UPRIGHT.(2)#12X 3/4"EA j I®. COMPOSITE PANEL •
BEARING PRESSURE OF 1,500 PSF.THE BEARING CAPACITY OF THE LEG INTO GIRT OR PURLIN- I / _ - _ ATTACHED TO RECEIVING - _ UPRIGHT OR BEAM
SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO ANY POURING I I (0.062"ANGLE CLIPS w/(2) CHANNEL W/Cl)#12X - -sN OR
3/4"@8O ." .C COMPOSITE PANEL • MA NG OR LF
OF CONCRETE. #12x3/4"SMS EA LEG) I - - ATTACHED TO RECEIVING HOLLOW
2.THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS,AND - - - CHANNEL W/(1)#12X
COMPACTED PRIOR TO POURING OF ANY CONCRETE, UPRIGHT OR BEAM-SNAP - ® 3/4"@ 8"O.C
3.CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE. _ _ DETAILSOR SELF MATING OR •
HOLLOW
RECEIVING CHANNEL TO COMPOSITE MATERIALTO HOST DETAIL
TYPE II MONOLITHIC SLAB FOOTING H CHAIR RAIL CONNECTION H H1 RECEIVING CHANNEL A TO COMPOSITE MATERIAL TO UPRIGHT -
S_4, SCALE:NTS SCALE:NTS
S 4 S_3 SCALE:N.T.S. S-4
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE7-10, &FBC 2010
WITH 2013 SUPPLEMENT.
ATTACH TO 3"X 4'X.024 COMPOSITE
FASCIA ROOF PANELS FL 7561 OR EQUAL PROFEss1oNALENGINEERSEAL
PARK MODEL
ROOF
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER:53608
2xra 2X6
EXIST. SHED ROOF L Thomas L. Hanson P.E.
2X4 2X4 2X4
f FLORIDA LICENSE NUMBER:38654
PARK MODEL 5/
EXISTIN SHED 1 L Mark Ronald Dunn, Jr.
o P.E.
X N N EXIST. OORS
FLORIDA LICENSE NUMBER:73968
C° - 3X3 P STS
SKIRT Joel Falardeau P.E.
*KIC�
FLORIDA LICENSE NUMBER:70667PLATE ` = ``
rs - x FBC Plans&Engineering
12"X12"CONC. " ?'
y ,,,: Services,Inc.
FOOTER 6272 Abbott Starion Arive Unit 101
14' 10'-3" Zephyrhills,fl.33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
2'-6" X 2'-6" X 2'-6" D P. Email:erb@fbcplans.com
• Website:www.fbcplans.com
CONCRETE FOOTER C.O.A.-#29054
TYP. OF 4 DRAWN BY:
REVISION: DATE:
LEFT SIDE ELEVATION Rol
3/16"=1'-0"
'
RO 3
R04
PROJECT ADDRESS:
THOMAS TROTTIER
3340 MALACHITE DR.
ZEPHYRHILLS,FL.33540
DETAILS
S- 2D
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE7-10, &FBC 2010
WITH 2013 SUPPLEMENT.
2/is/c
3"X 4'X.024 COMPOSITE ATTACH TO 'PROFESSIONAL ENGINEER SEAL
ROOF PANELS FL 7561 OR EQUAL FASCIA
PARK MODEL ENGINEER OF RECORD
ROOF 1 David W. Smith P.E.
FLORIDA LICENSE NUMBER:53608
2X6 ZX 1 Thomas L. Hanson P.E.
EXIST. SHED ROOF FLORIDA LICENSE NUMBER:38654
2X4 2X4 2X4
PARK MODEL Mark Ronald Dunn, Jr.00
EXIST. SHED v� P.E.
Q FLORIDA LICENSE NUMBER:73968
T T
CN N X Joel Falardeau P.E.
3X3 POSTS FLORIDA LICENSE NUMBER:70667
2X4 2X4 2X4
d SKIRT FBC Plans &Engineering
1X 1X.
- ; :, `:ti` ,: .•.• 18ti. �• '• r ?� 6272 Abbott Station Drive Unit 101
X12 CONC.i` '•t� 'i•r ''�� ., , Zephyrhills,fl.33542
12' 'FOOTER Phone:(813)788-5314
i� Fax:1-(866)-824-7894
10—3 14 Email:erb@fbcplans.com
Website:www.fbcplans.com
C.O.A.-#29054
X 2'-6" X 2'-6" DP. DRAWN BY:
CONCRETE FOOTER REVISION: DATE:
TYP. OF 4
RO 1
RIGHT SIDE ELEVATION RO3
R 3
3/16"=1'-0" R04
PROJECT ADDRESS:
THOMAS TROTTIER
3340 MALACHITE DR.
ZEPHYRHILLS,FL.33540
DETAILS
S-2E
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE7-10, &FBC 2010
WITH 2013 SUPPLEMENT.
3"X 4'X.O24 COMPOSITE PROFESSIONAL ENGINEER SEAL
ROOF PANELS FL 7561 OR EQUAL ENGINEER OF RECORD
3X3 POST David W. Smith P.E.
NOTCHED
FLORIDA LICENSE NUMBER:53608
—11• 2X9 't — L Thomas_L..Hanson P.E.
FLORIDA LICENSE NUMBER:38654
3X3X.It5 POST Mark Ronald Dunn, Jr.
C TYP. OF 4 P.E.
__ FLORIDA LICENSE NUMBER:73968
EXISTING SHED II Joel Falardeau P.E.
FLORIDA LICENSE NUMBER:70667
FBC Plans &Engineering
Services;Inc.
I'�. 6272 Abbott Station Drive Unit 101
X X r� :; '.;:, r.;:, Zephyrhills,fl.33542
2'-6" 2'-6" 2'-6" Phone:(813)788-5314
Fax:1-(866)-824-7894
CONC. FOOTER 13' Email:erb@fbcplans.com
C O.A.-#2905 fbcplans.com
TYP. OF 4
DRAWN BY:
END ELEVATION
REVISION: DATE:
3/16"=1'-0" RO 1
RO2
R03
RO4-
PROJECT ADDRESS:
THOMAS TROTTIER
3340 MALACHITE DR
ZEPHYRHILLS,FL.33540
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.
14' 10'
4'-8" 4'-8" 4'-8" SHED
,, PROFESSIONAL ENGINEER SEAL
F- ---- ENGINEER OF RECORD
David W. Smith P.E.
. 2X6 FLORIDA LICENSE NUMBER:53608
N N 3X3X.iz5 j Thomas L. Hanson P.E.
-f POST FLORIDA LICENSE NUMBER:38654
UTYP. OF 4 rn
Q N N Mark Ronald Dunn, Jr.
2X8 2X8 co P.E.
EXISTING SHED FLORIDA LICENSE NUMBER:73968
x� Joel Falardeau P.E.
n 2X3 FLORIDA LICENSE NUMBER:7O667
FBC Plan I&Engineering
2x(o CV DOORS N 2x(0 2X6 Services, nc.
—— 6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
Email:erb@fbcplans.com
4' (J Al• 1 0'-3" Website:www.fbcplans.com
C.O.A.-#29054
DRAWN BY:
PLAN VIEW REVISION: DATE:
RO 1
3/16"=1'-0" RO 2
RO 3
RO4.
PROJECT ADDRESS:
THOMAS TROTTIER
3340 MALACHITE DR.
ZEPHYRHILLS,FL.33540
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.
3"XCOMPOSITE ROOF
14' 10'
' SHED PANELS.FL7561 OR EQUAL _
r, .'Y�*i:•z:�:!'.:�;r'.roi1'i:T f,.,Yi �5=f}, .:.1.,
T ,
12"X12"CONC.
FOOTER EXISTING 'PROFESSIONAL ENGINEER SEAL
3X3X.11.5 POST SHED .
TYP OF 4 ENGINEER OF RECORD
PARK MODEL CONC.FOOTTER
David W. Smith P.E.
TO EDGE OF SHED
• FLORIDA LICENSE NUMBER:53608
Thomas. L. Hanson P.E.
VV 2'-6"X 2'-6"X 2'-6" FLORIDA LICENSE NUMBER:38654
14' • 10'-3" 1 ISOLATED
FOOTER.
TYP OF 4 Mark Ronald Dunn,Jr.
P.E.
ADD ON CONCRETE DRIVEWAY
FLORIDA LICENSE NUMBER:73968
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER:70667
FBC Plans &Engineering
Services; Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
V Phone:(813)788-5314
Fax:1-(866)-824-7894
Email:erb@tbcplans.com
FOUNDATION PLAN coA2
i-#2✓ww.tbcplans.com
9054
1/8"=1'-O" DRAWN BY:
REVISION: DATE:
RO 1
RO 2
RO3
RO 4
PROJECT ADDRESS:
THOMAS TROTTIER
3340 MALACHITE DR.
ZEPHYRHILLS,FL.33540
FLOOR PLAN
S- 2
General Notes I HEREBY CERTIFY THAT I HAVE REVIEWED
A.CONCRETE&FOUNDATION DESIGN: HOT DIPPED GALVANIZED. THIS PLAN AND FOUND IT TO BE IN
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY COMPLIANCE WITH ASCE7-10, &FBC 2010
PSI MINIMUM. BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR WITH 2013 SUPPLEMENT.
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5. 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. 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
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.
5. ALL 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 7 /92
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. /8
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE GRADE#5 OR BETTER ZINC PLATED.
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
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN FOR USE WITH ACQ PRESSURE TREATED WOOD,OR JOB DESCRIPTION: SCREEN ROOM&CARPORT
3/4". OTHERWISE NOTED ON PLANS.
AIR ENTRAINING+/-1%GENT-AS C 494.-ASTM C 260. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. PROFESSIONAL ENGINEER SEAL
WATER REDUCING AGTM 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS DESIGN DATA:
CLEAN POTABLE WATER. G-185. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH ENGINEER OF RECORD
OTHER ADMIXTURES SHALL NOT BE PERMITTED. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL NOMINAL DESIGN WIND SPEED Vasd: 110 MPH
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 : 1 David W. Smith P.E.
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN UNLESS NOTED OTHERWISE. 3. WIND EXPOSURE B FLORIDA LICENSE NUMBER:53608
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.
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM E 119 SCREEN WALLS: 23 PSF ,.FLORIDA LICENSE NUMBER:38654
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM E 1300 SOLID ROOF(MWFRS): 20 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 S. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013
ASTM C94 OR EQUIVALENT DENSITY SCREEN MESH: 0.88 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 lb.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
2.ALL MORTAR SHALL BE OF TYPE M OR S. ASTM A615 8. 12"X12"LINEAL FOOTER W/(2)#5 REBAR FLORIDA LICENSE NUMBER:70667
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE ASTM A185 SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE.
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". FLORIDA BUILDING CODE 2010 (CHAPTERS 16,20 AND 23) SEE GENERAL NOTES FOR CONCRETE&FOUNDATION DESIGN FBC Plans &Engineering
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING W/2013 SUPPLEMENTS.
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN 2005 ALUMINUM DESIGN MANUAL (4)2'-6"X 2'-6"X 2'-6"ISOLATED FOOTINGS TYP. Services,Abbo t Inc.
HEIGHT. F.ABBREVIATIONS: SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE. Ser Abbott Station Drive Unit 101
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED 9. SCREEN ROOF TYPE: IJ A 6272 Abbo S 33542
C.ALUMINUM: TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT 10. SOLID ROOF TYPE 3"X48"X.024 COMPOSITE PANEL ROOF FL 7561 OR EQUIV. Phone:(813)788-5314
Fax: e:(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 WITHA 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS Websit866)-8fbcplans.com
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 2.SIM--SIMILAR
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 3. LION--UNLESS OTHERWISE NOTED C.O.A.-#29054
0.024"SHALL APPLY.
4.CONT--CONTINUOUS HOLLOW SECTIONS
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART I-A- 5.VIP--VERIFY IN FIELD 2 x 2:---------------------------------------2"x 2"x 0.046" DATE: 02-18-2015
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 BY A 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:
INC.WASHINGTON D.C.THE 2010 FLORIDA BUILDING CODE 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 5:---------------------------------------2' x 5"x 0.050"
WITH 2009 SUPPLEMENTS(CHAPTER 16 STRUCTURAL DESIGN NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN RO 1
&CHAPTER 20 ALUMINUM). DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD OPEN BACK SECTIONS
R0 2
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR CONDITIONS. _
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------1"x 2"x 0.040" RO 3
SEPARATION. 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 1x3:----------------------------------------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 BYTHE CONTRACTORAND SNAP SECTIONS
USING#12 SPACING MAYBE 24"ON CENTER. MANUFACTURER 2 x 2 Sna 2"x 2"x 0.045" PROJECT ADDRESS:
6. VINYL/ACRYLIC/GLASS PANELS SHALL BE REMOVABLE.THEY Snap:----------------------------------2" J
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 THOMAS TROTTIER
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 x 4 Sna --------------2"x 4"x 0.045"
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS ENGINEERING PRACTICES. 3340 MALACHITE DR
VISIBLE WHEN PANEL IS INSTALLED. ZEPHYRHILLS,FL.33540
(ACRYLIC/GLASS WINDBREAKERS INCLUDED) H.MISCELLANEOUS: SELF MATING (SMB)
1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100"
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"
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED
HOME. 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224"
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"
FLAT WASHERS AND NUTS.
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"
BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE NOTES
3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, R 4101.17 IN ITS ENTIRETY.
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. 3.EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 S
4.ALL METAL T1
IES AND ASSOCIATED ACCESSORIES SHALL BE
SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL