HomeMy WebLinkAbout15-16355 i
CITY OF ZEPHYRHILLS
' " 5335-8TH STREET
(sis)�so-oozo 16 5
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 16355 Address: 37500 LILLY BEA AVE LOT 157
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
I Proposed Use: MOBILE HOME SUBDIVISION Lot(s):157 Block: Section:
Square Feet: Subdivision: GRAND HORIZONS
I Est.Value: Parcel Number: 34-25-21-0140-00000-1570
Improv. Cost: 11,300.00 OWNER INFORMATION
Date Issued: 6/12/2015 Name: FISHER RONALD R& JOANN
Total Fees: 195.00 Address: 37500 LILLY BEA AVE
Amount Paid: 195.00 ZEPHYRHILLS, FL. 33542
Date Paid: 6/12/2015 Phone: (910)986-8131
Work Desc: INSTALL SCREEN RM/W PAN ROOF & ELECTRIC 10'X 27'
CONTRACTOR S APPLICATION FEES
HOMEOWNER BUILDIN FEE 135.00 ELECTRICAL FEE 60.00
/
� - 13 �- ��
��b
Ins ections Re uired
FOOTER 2ND ROUGH PLUMB MISC INS TION CE IN
FOOTER BOND DUCTS INSULATED ' SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one of the following reasons: a)wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d)work not ready for
inspection when called e) permit not posted on job site� plans not at job site g) work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this properly that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be pertormed in accordance with
Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O.
�
CONTRA TOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
: . O;�o
� C�RitYN
-:��.��
_ ��.� _
���
:� ,
��. _ -
..-�
City of Zephyrhills
BUILDING PLAN RE�IEW CORl1NIENTS
Cantractor/Horneowner: ��N �-" L S i-1 �(�
Date Received: � - 2. '- � S�
sxt�: 3� Soo L.r L�Y �3�,A
Permit Type: 1� �' 2Z S`C-R,EEN �� vl�1 QA�'t1 ����=-
Approved w/no comrnent Approved w/the belaw comments:� Denied w/the below comments: ❑
� �.
1/S� ����� �� �����G� G�
II�
This comment sheet sha11 be kept with the permit and/ar plans.
� �
F
�
' - ��- ,
Kalvin -P s Examiner Date Contracto and/or Homeowner
(Required when comznents are present)
a�saeo-oo20 - , - City of Zephyrhills Permit Application Fax-813-780-0021
. ' , � Bullding Department
Date Recelved '_ " � " ' � Ph�one'Contact for Permittin! �- ' �� :���-, ���
Owner's Name D� ��s12 � ,Owner P.hone.Number �l� �" < �� �d�3/
Owner's Address � �S v� �� l f �e�' Owner Phone Number -
Fee Slmple Tltleholder,Name • � Owner Phone Numb"er
Fee Slmple Tltleholder Address
JOB ADDRESS ��S6U [�L G ` l���" � � �G`"lJ� /— L- LOT# �
SUBDIVISION l�.(�/'h''�D ��►"l z-i'iZ PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEw CONSTR e �"ADD/ALT° Q SIGN Q Q DEMOLISH '
INSTALL �REPAIR
PROPOSED USE Q �SFR Q COMM Q OTHER
• TYPE OF CONSTRUCTION' �Q BLOCK� Q - FRAME Q STEEL Q _ �
DESCRIPTION OF 1NORK f �U X o2 -�C�`°�'U/1 ('✓P't. �"r �� ��-V t'
BUILDING SIZE !U'X 2�e � s SQ FOOTAGE ��o J� , , HEIGHT . T �
-, .
OBUILDING $ �/ ,9���v a , ,YALOATION'OF TOTAL CONSTRUCTION .
f (/
DELECTRICAL � $ 3�O`a o AMP SERVICE 0� PROGRESS ENERGY� `Q W.R.E.C.
QPLUIUIBING $
QMECHANICAL $, VALUATION OF MECHANICAL INSTALLATION ,b'SS�
�
QGAS Q ROOFING .Q SP.ECIALTY 0 OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
BUILDER � 2 �COMPANY �
SIGNATURE J REGISTERED Y/ N FEE CURRE� Y/N o �S
Address ����s ✓��-�• ✓�"✓z- z � �'� License# �C�,�° ���-� '
�1 �� I ,
ELECTRICIAN. �� U COM PANY f' a Vyl 'L Q I.J i'l-�^
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address Llcense#� �
PLUMBER . �j/�-„ COMPANY
SIGNATURE l REGISTERED. Y/ N - FEE CURREK', Y/;N
Address >License#
MECHANICAL �//�- � COMPANY s
SIGNATURE l � � ' REGISTERED Y/ N . FEE CURRE�, Y/N�
Address' • � � ' License#.
OTHER " - COMPANY �
SIGNATURE " � � REGISTERED Y/ N FEE CURRE� Y/N,
Address . - � �. ^ - - � � '�'C'icense# �
RE5IDENTIAL- Attach(2)^PIot,Plans;,(2):,sets�of�Building;Plans;(:1).sef of Energy�Forms;R-0=WPermit for new construction, �
Minlmum ten,(,10)�working day_s�,after;submlttal,d"ate:,Required on§ite,._Constrtictiori`Plans;Stortnwater Plans w/S(It Fence installed,
Sanitary FaoillUes•&;1:dumpster SIte;VUork�Permit<,for,;subdivislonsllarge projects ; �;_ °
COMMERCIAL Attach(3)complete�sets=of�Building-Plans plusa Llfe''Safety'Page;`(1)set of Energy Fomis.R-O-VV Permit for new constructfon. �
Minlmum ten(10)working days'after submlttal date. Requlred onslte,Constructlon Plans,Stormwater Plans w/Silt Fence Installed,
Sanitary Facilltles 8 1 dumpster.Site Work Pertnit for all new:projectsr-All,commercial requlrements must meet campliance
51GN PERMIT Attach�(2)sets of Engineered.Plans.,� . .. - � , . •
"'"PROPERTY SURVEY required for�all NEW construction.� _ , _
.. _ -,� • � .
- ....... _._.__ ... ..,_._ . ,_
)lrectlons: � : ' I
Fill'.out application completely.
Owner 8 Contractor slgn back of applfcaUon,notarized '
If over 52500,a Notice of Commencement is required. (AIC upgrades over�T500)
" Agent(for the contractor)'or Power of-Attomey(forthe�owner.)'would be sortieone wiith notarized letter from owner authorizing same
�VER THE COUNTER PERMITTING.,. _. .,(Front of ApplicaUon_Only). . `
�eroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Driveways-Not over Counter if on publlc roadways':ne'eds ROW� �
NOTIGE O�DEED RESTRICTIONS: The undersigned under.�tands that this.p�rm(t.may be subJect to"deed"r�stNctlons"
which may be_moce�estrictive than Gourity�eguiat{ons. T#ie unders�gned assumes responslblftty for compllance with any
applicable deed restrictions.
UNLlCENSED CONTRACTORS ANL?- CQN7RACTOR RESPONSlBlLITIES: If the owne� has hired a corttractor or
contractors to undertake work, #hey may be re�quired.to be;licensed fn accardanae.with state and•local reguiatians. If the
cont�actor is not licensed as required by law, both tfie owne� and contractor may be cited for a misdemeanor violation
under stafe law. If the ouvner or Intended contr,actor are uncerta#n as to what licenstng.requtrements may appty.�for #he
intended wark, they are �dvised to contact the.Pasco County Building Inspection Division—L.Pcensing Sec#ion at 727-647-
SU09. FurthermoreT !f the owner has hired a contractor or contractors� he is advlsed ta have the cantraetar(s) sign
portions of the "contrac#or Biack" of fhis appi6ca#ton for which they witt be responsible. if yau, as.the owner sign as the
contractor, that may be an indication that he is not.praperly licensed and is not entitled to permitting privileges in Pasco
Courtty.
TRANSPORTATION�IMPACTIUTILITIES IMPACT ANp RESCIURCE RECOVERY•FEES: The undersigned uriderstands
lhat Trarespartakfon Impact Fees and Recaurse Recove.ry Fess may�:appiy-to tha construction of new buildfngs, ahange of
use in existing buildings, or.expansion.ofi�existirig`buildings, as specfified in Pasco Caunty Ordinance number 89-OT and
90-07, as amended. The undersigned also understands,.that.such fees,�.as:may�be�due,;wlll be identtfied at the time of
permltting. 1# Is turther undersfoozf tha#Transpottation Impact Fees and Resource Recauety�"Fees must be paid prtar to
receiving a °certificate of occupancy" or fina{ �ower.release. :If the;projec#,,does not Involve a certificate af occupancy or
finat power retease, the fees musE.be pald prior to permft issuance. Fu�thermo�e;��f Pasco County iNaterlSewer Impact
-------- fees-are-due,'they:must be=paid-prior�to�permit`issuance�in`accardance witti appiicatile`Pasco`�County o�dinances:�
CONSTRUCTION LlEN L.AW(Chaptar 713� Florlda Statutes,as amended): If valuatlon of work Is$2�50Q.00 ar more, !
certify that t, #he appllcant, have been probfided wi#h a copy-of �the "Florida Constructian_Lien. Law:Homeowner's
Proteckion Guide" prepared by the Flarida Department of Agrlculture and ConsumerAffairs.: If the appNcant is someane
other#han the"owner", t certlfjr that 1 ttave.cibtaEned a copy.of.the above descrlbed document and promise in,g�od falth to
deliver it to the"owner"�prior to�commencement: �
CONTRACTOR'S/OWNER'3 AFFIQAYIT: I ce�tify;that a9l,the informatfor►In•this appltaatton is accurate and th�t a!1 work
w�li�be done in corr�pliance with all applicabte laws regutating cvnstruction, zoning antl land-development. Applicatian is
hereby made to obtain .a perrnit,ta do woric..and installation as (nd(cated. L.certffy that no work or tnstallation has
commenced prtar to [ssuance o€'a permit and tha#.aEl work w311 be performed to meet standards of all taws regulating-
construction, County and City codes, zoning regulations, and land development regulattons-tn the jurisdiction. I al'so
certify that ( understand that the ceguiattvns of othe�government agencles may apply�ta the inEended work, and that it is
my responsibitiry#o identify what.actions I must take to be�ln.corilpliance: S,uch agencles-Include-but are.not limited ta:
- Department of Env(ronmental Protection-Cypress'Bayheacls, Wetland Areas and Environmentally Sensitive
�ands,lNater/Wastewater Trea#men#.
- Southwest Florida Water Management .District-Wells, Cypress. Bay,heads, Wetland. Areas, Altering
Wate�courses.
- Army Corps of Engtneers-Seawalls, Docks, Navtgab�e Waterways.
- Depa�tment of Health & Rehab!litative,Servlcas/Environment'at Heatth Unit Well.s,_Wastevu�ater Treatment,
Septi+c�Tanks. � _ .
- US Environmental Proteation Agency-Asbestos abatement.
- Federal.Av6atlon Authority-Runways. -
I understand that the fopawing�restrictions apply to the use of flll:�
- Use of fN is not ailowed in F#ood Z�ne"'V"untess expressly permftted.
- if the filt material is to be used in.-Flood Zone °A°, it. is understaod that a drainage pian addressing a
ucompensating valume" will be sub�itted at time �af permitting which is prepared by a professfonal engineer
licensed by the State of Flqrida.
- If the fill material is`to be used in Flood Zane "A" in�connec#ion�with.a permitted building using �tem wall
� construction, l ce�ti that fiil will:b.e-used ont ta.fill the area wi#hln.the s#em walt. � ` ',�
- if fill materlal ts t�be used in any°area, 1 certify tha# use. af such"fill wiil. �at adverse y:a.ffect adjacent
properties. If uss af flN is found to aduersely affect adJacent properties, the owner may be c�ted for vlofating
the conditions af fhe building.permit i"ssued�under the attacfied perrriit applicatian, for-�lots less.tha� one (1)
acrE which are elevated byflll, a�englneered drainage.pla�is required. ,
If 1 am the AGENT FOR THE QWNER, I,rpromise,in good falfh to inform�the�owner af_the.perm{tting candi#I4ns set forth In
this affidavit prior #o commencing constructtori. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, poolsr, alr condittonfng, gas,.ar,,other„!`nstall�itf`ons^nat.speci�icaity tncluded-in the appli�ation. .A
permit issued shail be construed:to be�a�iicense#o�proceed with the,work and nqt as._authority�.to:violate,,cancel, alter, or .
set aside any provisions of the�technlcal codes; nar shall Issuance�af a permit prevent the Build[rig Official from thereafter
reguiring a cor.rection a�f errors.in-plans;constcuction,or vlalations of`any-codes.-Eve-ry-permit issued sFiall�bectirrie invalid
unless the.work authorized by such permit,�ls.commenced�witliin sUc;months of permit issuance, or if work authvrized by
Ehe pertn{t is.suspended.or abandoned•#or:a-period-of:s�C.(6)�months.affer.:the tlme the�work ls commenced. An e�cfensia�
may be requested, in writing; from ttie Building,Official for�a perlodrnot to exceed nineiy�(90) days�°and�will�demonstrate
justifiable cause for the�extension. If work ceases,for ninety(90)consecutive days,_.the job�is cansidered abandoned.
WARNING TO .OWNER:` YOUR..FAI,L,URE.TO,RECORD A,NOTICE.OF.�COMMENCEMENT-MAY°RESULT IIN YOUR
PAYING,TWICEsFQR�IMPROVEMENTS T;O YOl1R�PROPERTY. tF YOU�INTEND`TQwOBTA1N�FtNANCING,C(JNSUlT
WITH'�DUR LENDER OR AN A�TORNEY BEFORE��R�CORDING XOU �NOT�CE:O�COMMENCEIIffENT:
FLORIDA'JURAT{F.S;11T_:U3) . . . , . � . � -� � � , � , . .
OWNER'OR ACiENT � �°�CONTRACTOR" ' - � ' ' '
.. , , :
Subscribed and swom ta r a e befgre me this Subscrlbed and'swom .{or aflimt dj e�re'me this' '
:r°Z�1� by �trh.� �l�I.i�' .S�-Z.�'�'!r ,�yy. 6�� �.�ri!'Ifv,t..;: _.
Who Is/a�re perso all kn to�,me,or. as/Fiav@:produced., . Who:ls/ere.per�,or al�y known:.o� e or hasmave produaed:•• �
�
,_;FLD/_., ,�Zi' - `�= �� as`Identlecadon. a�l G'G .S `frS-- �"�": X �_as EdenU�catfon.
�,.�`���'—"' Natery Publta . ` Natary Public
Cammissbn No. �������: ..: ' Commisslon.Nv. ����7��5
CHRISTOPHER DEL COTTO �;,��IS�OPHER DEL-CO1T0 '
Nam ���I�tOd��t Name of Notary d adat q�p�t,.,�r, .
.�RY pt+:,, CHRIS3'OPIiER DEl CdT70 , -
•�SP °Q ���tY Pl� . �� CHR1STdRHER DEl COTT4
�;z°n�.`�"'s_ Natary Public-State of Florida •osP�' �et;•. ` '�- " '
� « :•_ My Camm.Expires Jul 17.2017 ;r*�*�'-;, Notary Public-State of Florida
="* ""' Commission#FF 0370A5 = . .•� MY Gamm.Expires dui ST.2017,
4: i #`tfi
• ,9l �= =N. o, Commission#FF d37d45
��'��°������ Bonded Through National Nolary Assn. �'%;�'or-F�°�``
, , ���,,,,�� Bonded Through National Notary Assn.
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII � ��cpt:1689364 Rec: 10.00
I�I DS: 0.00 IT: 0.00
06/12/2015 B. M. , Dpty Clerk
2015093175
'PRULR 5 0'NEIL,Ph D PASCO CiERKOf�1�'�PTROLLER
06/12/201����"' P� ���
OR BK
Permit No. Parcel ID No .��/" as 4��� ��YO-00000- �cS70
� /
NOTICE OF COMMENCEMENT
State of '— G V r��� County of � ��
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713,Florida Statutes,
the following information is provided in this Notice of Commencement�
1 Description of Property: Parcel Identification No.
Street Address: J ��v � �� ` `' ��C`'
2. General Description of Improvement �� x � 7 � G�'��1/� ��-�yv�_
3. Owner Information or Lessee information if tfie Lessee contracted for the improvement:
�o n t�- I o( f�- f s h-�/`
Name -� h �( t^�J
37s� Lr ll� Ge�
Address -- T City St�
Interest in Property� ����r
Name oi Fee Simple Titleholder
(If different from Owner listed above)
Address C Ciry State
4 Contractor �Y� d J I ��y�J
Name r����,,_, � � rc �`f`i �IS �L, �JS�
� 3� 1 � S ti'v � '� State �
Address City
Contractor's Telephone No. r�D�-'-.���-� �s3
5. Surety:
Name
Address City State
Amount of Bond: $ Telephone No..
6: Lender:
Name
Address City State
Lender's Telephone No.
7, Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)(7), Florida Statutes:
Name
Address City State
Telephone Number of Designated Pe[son:
8. In addition to himself,the owner designates of
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes.
Telephone Number of Person or Entity Desig�ated by Owner•
g Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the
contractor,but will be one year from the date oi recording unless a different date is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNOER 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,CONSUIT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury,i declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best
of my knowledge and belief
STATE OF FLORIOA
COUNTY OF PASCO
Signature of Owne"r or Lessee,or Owner's or Lessee's Authorized
����, Officer/Director/PartnerlManager
va�'Pu
� ,�`� �ATRiCIA L.JOHNSON
��„��d \I\'COi4�tISSION N FF135847 Signatory's Title/Office
'��ApP EXP:RES.'December28.2018
�,�� .,�;���:m�,�, �. � y 7lM Su�crv�N
The foregoing instrumen Hi`as ac�Cnowledge��efo�ri'ie this �o� day of 3JNE ,20�,b
as (type of authority,e.g.,officer,trustee,attorney in facf)for
(name of party on behalf of whom instrument was executed).
Personally Known 0 OR Produced Identification(� Notary SignatUre OG�— v' ��"
(,. Name Print f'i1TFlfG/L� L• �'ONn1.fOA/
Type of Identification Produced /�• � �
wpd atalbcsln oti cecomm e n cem en t_pc053048
r
. .
June 1, 2015
To whom it may concern;
I Ronald R Fisher authorize Tim Sullivan to submitt and pickup building permetts in the city of
� Zephyrhills,Fl.
�
p7�G�i�✓
Ronald R. Fisher
37500 Lilly Bea Ave. ,,,N�N,;,,,, IRIS IVANAC
Zephyrhills, FI. 33541 ;r: :°�=': Notary Public-State ot Floridi
813 788 2973 : :•` My Comm.Expires Jun 2,2o�e
=;,• •�: Commission N FF 128460
''%%°��i,`•°p',, BondedThroughNalionall�taryAssti.
� � �
DISCLOSIIRE STATEI�SNT FOR OWIdSR
CITY OF ZEPHYRIiILLS BIIILDING DSPARTN�N'P
8 / .�
2, / /��(/��/� �� i�j�/"� have read and fully uaderstand aad
agree to the provisioas of this instrument.
The undersigned states and affirms that he or she ie desirous of constructiag,
reaovating, addiag to or reroofiag his or her own domicile, that he or �he
actually occupies, ox��:--eee�gg-� said domicile, aad same is not for ,
rent, lease or sale. That he or she shall comply with the following conditions:
1. That the owaer and he or she aloae shall act as the builder for all phasea of
conatruction.
2. That the owner will comply with all provisioas of the City of Zephyrhills
ordinances aad codes pertinent to the buildiag.
3. That ia the event various phases of coastruction are subcontracted, he will
� engage only properly licensed subcoatractors and will persoaally supervise
such work.
4. That ia the event the Buildiag Inspector shall require corrections to be made,
the owaer will assume full respoasibility to iasure they are made, aad upon
completion will call for a reinspection before proceediag with the building.
5. That the oaiaer shall assume full respoasibility for the constructioa and will
aot expect supervision of his work from the City of Zephyrhills Buildiag
Departmeat.
6. That prior to fiaal inspectioa any additional fees, iacluding reinspection
, fees, must be paid in full. A writtea request from this office shall
constitute an official aotice to pay additional fees.
7o That the ownes shall comply with all City, State aad Federal laws in regard to
social security, workman's compensation, lien laws, etc. , where applicable.
8. That the owner shall comply with all the safety codes issued by the Florida
Industrial Commissioa.
9. State law requires conetructioa to be doae by liceased contractors. You have
applied for a permit under aa exemption to that law. The exemptioa allows
you, as the owaer of your property, to act as your owa coatractor with certaia
restrictions evem though you do aot have a license. You must provide direct
oasite supervision of the coastruction yourself. You may build or improve a
one-family or two-family resideace or a farm outbuildiag. You may also build
or improve a commercial buildiag, provided your coats do aot exceed $75,000.
The buildiag or residence must be for your own use or occupaacy. It may aot
be built or substaatially improved for sale or lease. If you sell or lease a
buildiag you have built or substaatially improved yourself within 1 year after
the coaetruction is complete, the law will presume that you built or
substaatially improved if for sale or lease, which is a violatioa of this
exemption. You may not hire an unlicensed persoa to act as your contractor or
to supervise people workiag oa your buildiag. It is your respoasibility to
make sure that people employed by you have liceases required by state law aad
by couaty or municipal licenaing ordiaances. You may not delegate the
respoasibility for supervising work to a liceased coatractor who is aot
licensed to perform the work being done. Any person workiag on your buildiag
who is aot liceaeed must work under your direct supervisioa aad muat be
employed by you, which meaas that you must deduct F.I.C.A. and withholdiag tax
and provide workers' compensation for that employee, all as prescribed by law.
Your constructioa muet comply with all applicable laws, ordinances, buildiag
codea, and zoning regulations.
� OWNER'S SIGNATURE A DATE � ,. / �. �
ADDRBSS ✓
PHONS y"j � . '
' ��..r
WITN�.'SS !�-rv.� � � PSRMIT #
; 1�!1 j 100%
�`iUF'�2��y
�T�. S; ?e.
q 't�n`
,��'+m..�'•
� JEfF ATWATQ2
' CHIEFFlNANCIALOFFlCEA STATE OF FLORIDA
� DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS'COMPENSATION
**CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW**
CONSTRUCTION INDUSTRY EXE�APTION
This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law.
EFFECTIVEDATE: 4/1/2015 EXPIRATIONDATE: 3/31/2017
PERSON: SULLIVAN TIMOTHY H
FEIN: 473516942
BUSINESS NAME AND ADDRESS:
SULLIVAN REMODELING AND SMALL JOBS LLC
35145 ADA AVE.
ZEPHYRHILLS FL 33541
SCOPES OF BUSINESS OR TRADE:
CARPENTRY
INSTALLATION OFCA
Pursu ant to Chapter 440.05(14),F.S,an o flicv of a corporatian who elects exemption from this chapter by filing a certificate o(eleaion und cr this section
may notrecaverbenefitsorcompensationundvthisdiaprer.PUrsuanttoCh�tv440.05(12),F.S,Certdiptesofe6ea�ontobeexcmpt. applyonty
with in the scope of the busin ess or trade listed o n the notice of election to be exempt.Pursuan t to Chapter A 40.05(13),F.S.,Notices ol Mection to he
r,�cmv��dcMiliwtesoleleaiontobe�empt shaAbesubjetttorevowtionif,atanytimeaftertheli6ngoftAenoticeortheisuanceolthecertificat0
th e person named on thc notrce or artNicate no longer mcets the requiremcnts of this seaia n lor issum ce of a cenifinte.The department shatl«voke a
DFS-F2-0WC•252 CEFiTI FICATE OF ELECTION TO BE EXEMPT REVIS m OS-13 QUESTIONS?(B50)413�7609
_�
,
PASCO COUNTY
BUILDINGGQFlS7RUCTION�ERVtCES DEPT.
=CONTRACTOR LICENSING �
CERTIFICATE OF COMPETENCY
I.D.#0 2649 � C.C.#LCC-8826
Firsf/Last Name Timothv Sullivan
Contractor Type: Carpentry Contractor
Sullivan Remodeling&�Sr��ItF;fobs LLC
a-, ,,..-._.,c.-s X�.
�._,� �-.,G
T..i .. 3 a,;
'��._1 ..._ ;.
HAVING MET THE COIVt��T��IEY REQUIREMENT
FOR THE LICENSE TERM' �PIRING 9-30-16
��G+iv�u-(� �./�
SIGNATURE
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE7-10, &FBC 2010
WITH 2013 SUPPLEMENT.
oft ' jf.�
-"^t
°mix€ R� J N
° Cam,«+
e
"c = = a
a ".Tp,-VF-OF e r,,� arry
11 GA. INTERNAL ALUM. u x '` ®° /�-qq��gg 'ter
BASE ATT. TO J❑ISTS 3X3 ALUM. PATIO/CARPORT roa `�`' } °°POST, PER PLAN
W/#10X3' DECK SCREWS,
2' MIN. EMBEDMENT 2X2 ALUM. HANDRAIL PICKETS SHALL NOT
s � `
I
OST ALLOW A 4'0 SPHERE TO
PRO SIPI11II ) ERSEAL
PASS.
CKETS SHALL NOT ALLOW TRIANGULAR OPNG. SHALL ENGINEER OF RECORD
ALT. POST CONNECTION 4'ø SPHERE TO PASS. NOT ALLOW A 6'0
TOM CHANNEL TO POSTS W/ SPHERE TO PASS. PLAN VIEW Lii David W. Smith P.E.
I (2x1 EA FLANGE x 0x3/ANGLE PER FBC 311.5.6 - 4 OR MORE RISERS REQUIRES A HANDRAIL. FLORIDA LICENSE NUMBER:53608
(2) 1 #10x3/4' TEKS
2'x2'x.062' ANGLE EA. SID RE-MANUF. WELDED PT 2X TREADS. FASTEN TO STRINGERS W/(4) 16d NAILS EA. CONNECTION Thomas L. Hanson P.E.
PT OR COMP. DECKING ASE, ATTACH PER FLORIDA LICENSE NUMBER:38654
FASTEN T❑ JOISTS ANUF. SPECS. RISER HEIGHT = 7 3/4' MAX.
W/#8X3' DECK SCREWS HEIGHT DIFFERENCE BETWEEN RISERS SHALL Mark Ronald Dunn, Jr.
(2) 5/16' HEX HD BOLT, NOT EXCEED '
PT 2'X PERIMETER JOIST 2s & NUTSP.E.
#10X3' DECK SCREWS TREAD DEPTH = 10' MIN. (NOT INCLUDING NOSING)
A NOSING NOT LESS THAN J' & NOT MORE THAN II' FLORIDA LICENSE NUMBER:73968
ALUMINUM POST & RAILING TO DECK CONNECTION
RISERS.SHALL BE PROVIDED ON STAIRWAYS WITH SOLID Joel Falardeau P.E.
16'X16' ABS PADS UNDER STRINGERS
OR 4' 250O PSI CONCRETE PAD FLORIDA LICENSE NUMBER:70667
PT DBL 2X PERIMETER JOISTS ATTACH
FASTEN FLOOR JOISTS TO PT 4X4 POSTS W/(2)1/2'0 BOLTS PT (3) 2x12 STAIR STRINGERS
W/SIMPSON LUS HANGERS FASTEN TO DBL 2X PERIMETER JOIST PER TABLE
OR EQUIv SMFGRS #LU2IO PER
PT DBL 2X6 HEADER ATTACHED WOOD STEPS & HANDRAIL FBC Plans&Engineering
g
g'TO PT 4X4 POSTS W/(2)1/2'0 BOLTS DBL P.T. PERIMETER JOIST Services, Inc.
8' MAX. FASTEN JOISTS TO 4X4 6272 Abbott Station Drive Unit 101
PT POSTS W/SIMPSON Zephyrhills,fl.33542
LPC4 POST CAPS OR 2x6 PT RAILING ATTACHED W/ Phone:(813)788-5314
EQUIV HOST STRUCTURE WOOD RAILING OPTION (2) 16d COMMON NAILS Fax:1-(866).824-7894
ALTERNATE CONNECTION MAY SUBSTITUTE COMPOSITE RAIL; Email:erb@fbcplans.com
INSTALL PER MANUF. SPECS. Website:www.fbcplans.com
C.O.A.-#29054
PT 2'X 6' FLOOR JOISTS @16• D.C. FASTENED TO
PT 2'X6' GIRDERS W/SIMPSON LUS-26
OR EQUIVALENT, BOTH ENDS PICKETS SHALL NOT ALLOW Ani DRAWN BY:
JC
5/4 DECK BOARDS FASTEN W/ SPHERE TO PASS. REVISION: DATE:
(2) EA. 2 1/2' X .120 RS NAILS
m PT 2X2 BALLISTRADES
PT 2'x6' LEDGER FASTENED TO ATTACHED W/ (2) 6d TO RAILING OR DECK SCREWS
HOST STRUCTURE W/ 1/4'x 5' GALV. LAGS AND TO TREADS DR OPTIONAL BOTTOM PT 2X4 RAIL RO2
@ 16' U.C. MIN. 2 ROWS STAGGERED PT 2x4 BOTTOM RAI RO 3
FASTEN TO POSTS W/(2) 16d TOENAIL EA. RO4
DOUBLE 2 X 6 PERIMETER BEAM P.T. 4X4 POST IN ISOLATED PROJECT ADDRESS:
FOOTER
RON FISHER
DECK LANDING PLAN 37500 LILLY BEE
ZEPHYRHILLS,FL.33541
DETAILS
S- 6
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE7-10, &FBC 2010
WITH 2013 SUPPLEMENT.
•S" bO %
FASTEN FLOOR JOISTS 4,,
JOIST 'W' W/SIMPSON LUS HANGERS 0 s° �a � $® �"
FASTEN DECK PLANKING GIRDER S ❑R EQUIV - --> �O• I 'It �"
W/#I0X2" SCREWS 2 PER AUGER ANCHOR @ EA. PIER, TYP.
eOARD a EVERY JOIST DBL. PERIMETER JOIST PT 2x6 9' MAX DBL PT 2X6 8' MAX S Cr
DBL P.T. PERIMETER JOIST ®®
PT 2x8 12' MAX DBL PT 2X8 10' MAX
FASTEN JOISTS TO 4X4
J L J PT 2x10 14' MAX PT POSTS W/SIMPSON a®�i C d�' l�.e° ,•,i °t
LPC4 POST CAPS OR
FASTEN FLOOR JOISTS EQUIV
TO PERIMETER X11�1re`'�
W/SIMPSON LUS JOIST DBL 2X_ PT 2'X_' FLOOR JOISTS @16' D.C. FASTENED TO DOUBLE PRO SCI IIsNG19YhERSEAL
HANGERS, TYP. PERIMETER JOIST PT 2'x-' GIRDERS WITH SIMPSON H5 OR EQUIVALENT
• T & G PLYWOOD SUBFLOOR DBL 2X6 MIN. GIRDS ENGINEER OF RECORD
(FOR RM. ADDITIONS) GLUE AND PT 2'X_' FLOOR JOISTS @16' D.C. FASTENED TO
NAIL T❑ JOISTS W/8d GALV. PT GIRDERS WITH SIMPSON H5 OR EQUIVALENT David W. Smith P.E.
NAILS 6' O.C. @ EDGES, 12' D.C. AT EACH JOIST
IN FIELD = 2x6 MIN. GIRDERS FLORIDA LICENSE NUMBER:53608
THRU-BOLTED TO EACH
P.T. 2X JOISTS @ 16' D.C. SIDE OF POST Thomas L. Hanson P.E.
DBL 2X P.T. GIRDER LI UNDER JOISTS FLORIDA LICENSE NUMBER:38654
TkT
Li Mark Ronald Dunn, Jr.
N
P.E.
OPTIONAL OVERRAN FASTEN JOISTS TO GIRDERS w/ JOIST FLORIDA LICENSE NUMBER:73968
SIMPSON SIMPSON H5 @ EACH JOIST, TYP. - - -
H5, TYP. 12 S FASTEN FLOOR JOISTS Joel Falardeau P.E.
OR EDUIV TO PERIMETER SIMPSON H5
OVERALL LENGTH PER PLAN W/SIMPSON LUS JOIST S S I OR EQUIVALENT FLORIDA LICENSE NUMBER:70667
HANGERS, TYP.
TYPICAL FLOOR JOIST/GIRDER LAYOUT w/ BLOCK PIERS TYPICAL FLOOR JOIST/GIRDER 2 1'0 THRU BOLTS W/CORK.
RESIST. NUTS & WASHERS @
(2 OPTIONS) LAYOUT w/ 4X4 POSTS DBL. PERIMETER JOISTS TO FBC Plans &Engineering
P.T. POST IN PRECAST CONC.
FOOTER Services,Inc.
OPTIONAL GIRDER TO POST CONNECTION 6272 Abbott Station Drive Unit 101
Zephyrhills,B.33542
Phone:(813)788-5314
SIMPSON H5 OR EQUIV. Fax:1-(866)-824-7894
DEL P.T. PERIMETER JOIST TO EVERY 3RD JOIST (ONLY SIMPSON ABU44 Email:erb@ibc lans.com
AT MIDDLE GIRDER CONNECTIONS) PT. JOISTS @ 16' O.C. 4'X4' P.T. erb@tbcplans.com
TO FLOOR JOISTS FASTENED TO DOUBLE
W/SIMPSON LUS HANGERS P.T. 2X GIRDERS WITH WD. POST ❑R EQUIV. W/ 1/2' WEDGE ANCHOR Website:www.lbcp ans.com
Z [OR EQUIV DECKING OF CHOICE SIMPSON H5 @ EACH JOIST C.O.A.-#29054
3' IMBEDMENT C2000# UPLIFT)
P.T. DBL. 2X GIRDER
AUGER ANCHOR @ EA. PIER DRAWN BY:
zx�olsrs— POST CONNECTI❑NT❑ CONCRETE SLAB 32' IMBEDMENT OF 3'" AUGER ANCHOR
PERIMETER JOIST OR TOP OF ISOLATED FOOTING. STRAP CUREOWITHR ASTMdVER3G8RDER 9A REVISION: DATE:
ALUM. TERMITE SHIELV&T
POST TO 4'X 16'X16" PAD REQUIRES
@ EACH PIER AUGER ANCHOR RO1
ERMITE SHIELD
GRADE RD 2
MID SPAN GIRDER 8 PIER 4'x16'XI6' CONCRETE PAD,tI
OR ABS PAD REQUIRES PT 4x4 MIN. POST W/ = RD 3
ANCHOR FOR CONCRETE SLAB ANCHOR (N) #5 REBAR MOUNTED Y'
1/2' WEDGE ANCHOR @ EA. PIER AUGER ANCHOR @ EA. CONC. BLOCK PIER CROSSWISE THRU POST _ L RD 4
3' EMBEDMENT INTO SLAB 32' IMBEDMENT OF 3'• AUGER ANCHOR
SECURING GIRDERS SECURE WITH ASTM 0123-89A STRAP OR EQUIV. EMBEDDED IN 3000 PSI
W/ ASTMN123-89A STRAP OR EQUIV CONCRETE PIER F❑❑TINGzi
RATED 3000# UPLIFT TYPICAL DECK SECTION H X"H W/(2) #5 REBAR PROJECT ADDRESS:
WITH ACCEPTABLE BLOCK PIER OPTIONS SIZE PER SITE SPECIFIC P.T. 4X4 POST
DRAWING �J IN 12X12 RON FISHER
PRECAST
ALTERNATIVE POST TO GROUND CONNECTIONS FOOTER 37500 LILLY BEE
ZEPHYRHILLS,FL.33541
DETAILS
S- 5
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE7-10, &FBC 2010
WITH 2013 SUPPLEMENT.
(6)-#14X3/4"SMS
OPTITACHE"X2"OPEN ATTACHING ANGLE TO BEAM
BACK ATTACHED TO HOST EACH SIDE(1"MIN.SPACING) WHERE ATTACHING TO
W/(1)1/40 CONCRETE
3'X12"RISER PAN PANEL
SCREW OR LAG WITHIN 6" - i
USE(1)#10 X 3/4"SMS n *1
OF BEAM&@ 24"OC.MAX yaw O r !" ( a 00
BETWEEN BEAMS // /1-1/4"NEOPRENE WASHER 3"X 48"X0.024"11b. �° • 1 v6
2"FORM EDGE&@ 3"O.C.PER ® � •
/ PANEL FOAM DENSITY 4
o / COMPOSITE ROOF e ° o
F #10 X 4"SMS 1-1/4" PANEL
m NEOPRENE WASHER
a 8"O.C.PER PANEL ap `a ,s$ 1 ��
O _ _ _ _ _ ¢'
(B)-1/4"0 CONCRETE SCREW 1O
�MNEERSEAL
W/1-1/2"EMBEDMENT INTO _ _ _ _ _ _ _
MASONRY - PROF
(1-1/2"MIN.SPACING
(B)-1/4"0X2"LAG SCREWS SLOPED OR FLAT ENGINEER OF RECORD
INTO WOOD(1"MIN SPACING) ROOF BEAM(SEE
(TYP 2 LOCATIONS) SHEET S-2 FOR SIZE) (4)3/8" El
BEAM "B" NOTES: 2"X2"X0.125"ANGLE THRUBOLTS David W. Smith P.E.
1.THE MINIMUM EDGE EA.SIDE OF BEAM WASHERS/NUTS FLORIDA LICENSE NUMBER:53608
2x4 1 DISTANCE IS 3"FOR MASONRY EXISTING HOST STRUCTURE
2x5 2 STRUCTURES. (CONCRETE,GROUT FILLED
2.IF A RECEIVING CHANNEL IS CMUOR WOOD) 2"X8"SMB BEAM(SEE Thomas L. Hanson P.E.
2x6 2 USED,USE TWICE THE NUMBER
2x7 3 "B"ANCHORS INTO THE HOST SHEET S-2 FOR SIZE) FLORIDA LICENSE NUMBER:38654
STRUCTURE.ALL MINIMUM
2x8 3 SPACING SHALL BE APPLICABLE.
POST OR HT UPRIGHT Mark Ronald Dunn, Jr.
2x9 3 UPRIGHT(SEE(SE
S2 BEAM TO HOST TO CONNECTION DETAIL SHEET S-Z FOR SIZE) P Ei
2x10 4 S_5 SCALE:NTS
J FLORIDA LICENSE NUMBER:73968
X Joel Falardeau P.E.
FLORIDA LICENSE NUMBER:70667
FBC Plans &Engineering
(3)#12 X 3/4"SMS FASTENING Services,Inc.
SECONDARY 6272 Abbott Station Drive Unit 101
ANGLE TO COLUMN(TYP EACH Zephyrhills,fl.33542
SIDE) COLUMN Phone:(813)788-5314
SECONDARY ANGLE(MIN Fax:1-(866)-824-7894
0°125"THICK)
(B)-3/8"0 X 2"MIN EMBEDMENT LAG SCREW (NOT REQUIRED WHEN Email:erb@fb.fbcpl°com
INTO SECONDARY ANGLE(TYP EACH B=O IN THE Website:29054 cplans°com
TABLE BELOW) C.O.A.-#29054
SIDE)(SEE TABLE BELOW FOR QUANTITY)
O PRIMARY 2"X 2"X 0.125"ANGLE
O
DECKING O (3)#12 X 3/4"SMS DRAWN BY:
FASTENING COLUMN
TO PRIMARY ANGLE(TYP
EACH SIDE) REVISION: DATE:
2"SPACING - \ 1"X 2"BASE MEMBER
(MIN)(TYP) (TYP EACH SIDE) RO 1
R0 2
3/8"0 X 2"MIN°EMBEDMENT
LAG SCREW INTO RO 3
PRIMARY ANGLE AND @ 24"
FLOOR JOIST O.C.BETWEEN COLUMNS(TYP RO 4
EACH SIDE)
PERIMETER STRINGERS
PROJECT ADDRESS:
TABLE NOTES:
1.NUMBER OF LAG SCREWS IS EACH SIDE AND DOES NOT INCLUDE THE RON FISHER
LAG SCREW INTO THE 1X2. 37500 LILLY BEE
Column 3.LAG SCREW DESIGNS ARE BASED ON AN ALLOWABLE WITHDRAWAL
B LOAD OF 450 LB.AND AN ALLOWABLE LATERAL LOAD OF 240 LB.FOR ZEPHYRHILLS,FL.33541
Size
WOOD WITH SPECIFIC GRAVITY,G=0.55°
3x3 0 4.ALL LAG SCREWS SHALL BE FULLY INSTALLED INTO PERIMETER
2x3 0 STRINGERS OR FLOOR JOISTS FOR THE ENTIRE LENGTH OF THE SCREW.
2x4 1
2x5 1
2x6 2
2x7 2 G 2"x 3"OR LARGER POST OR SMB TO WOOD DECK DETAILS
2x8,2x9,2x10 3 S_4 SCALE:NTS DETAILS
S-4
BREAK FORM HEADER OR
RECEIVING CHANNEL
WHERE ATTACHING TO OPTIONAL:1"X2"OPEN (6)-#14X3/4"SMS
3"X1 0 RISER PAN PANEL BACK ATTACHED TO HOST (EXISTING
ATTACHING ANGLE TO BEAM I HEREBY CERTIFY THAT!HAVE REVIEWED
USE#30 X 3/4"SMS.C FROM EDGE W/(1)1/4"0 CONCRETEDE(1"MIN.SPACING) THIS PLAN AND FOUND IT TO BE IN
EDGE&" 3"o2" BEAM IS ALUMINUM RISER PAN
#10 SMS AT EACH RISER W/1-1/4"NEOPRENE WASHER THE SIZE AS UPRIGHT SCREW OR LAG WITHIN 6" COMPLIANCE WITH ASCE7-10, &FBC 2010
FOR PAN OR#10 SMS @ PER PANEL OF BEAM&@ 24"O.C.MAX
3"X 48"COMPOSITE #10 SMS W/1"¢NEO-WASHERS WITH 2013 SUPPLEMENT.
8"O.C.FOR COMPOSITE PANEL (4)#10 SMS W/3/4" BETWEEN BEAMS
#10X4"SMS ROOF PANEL
1-1/4"NEOPRENE @ B"O.C.(USE SCREW LENGTH WASHERS PER 12"PANEL E
WASHER @ 8"O.C.PER - - EQUAL TO COMPOSITE PANEL o
SOLID ROOF PANELTHICKNESS PLUS(1)INCH)
I _ SEE DETAIL C2 FOR
-- ---_----- - _ ALUMINUM RISER PANS Detail C2 "���"� NS .�a1 ®
(B)-1/4"0 CONCRETE SCREW r o wo'
W/1-1/2"EMBEDMENT INTO s�
2X_SMB/PATIO BEAM - # •+"8
1•X2"OPEN BACK ATTACHED (SEE SHEET FOR MASONRY I °
TOPOSTw/(2) SIZE) (1-1/2"MIN.SPACING "
#1D SMS @$"DC. #10x134"SMS&TO EDGE BEAM w/
FOR COMPOSITE PANEL #10 x 1 S4^ BEAM
1z•o.c OPTIONAL P'X 2"FASTENED OR �
(2)#10 SCREWS PER 12" II I I (4)#lOX 3"INTO (2)-1/4"0 MACHINE TO COLUMN WITH(2)#1O X2 2" (B)-1/4"0 X2 LAG SCREWSOPED OR FLAT °° �'�(•+. � 3°
SCREW BOSS BOLTS WITH 3/4" SMS INTO SCREW BOSSES INTO WOOD(1 MM SPACING) ° a
IIOF BEAM(SEE °� "� o �'s �^' �►
WIDTH CONNECTING WASHERS THROUGH AND FASTENED TO EDGE (TYP 2 LOCATIONS) EET S-2 FOR SIZE) �e°
PAN TO HEADER(BOTTOM II II POST AND EDGE BEAM BEAM WITH(1)#10 X 1-1/2" BEAM "B" NOTES: 2"X 0.125"ANGLE r�,l�' a^- °°" °si'°
OR BACK OF PAN) II I I SMS WITHIN 6"OF COLUMN 1.THE MINIMUM EDGE .SIDE OF BEAM ,a Via,
2 1 4 AND @ 12"O.C.MAX 2x4 1 "Rw4'zi
() / "0 X 3"LAG SCREWS PER 16" 2X_PATIO UPRIGHT DISTANCE IS 3"FOR MASONHOST STRUCTURE CONTINUOUS EDGE BEAM STRUCTURES. E,GROUT FILLED PROFESS ." ;(. csIS₹IEER SEAL
WIDTH CONNECTING (SEE SHEET FOR POST 2x5 2
SIZE) 2.IF A RECEIVING CHANNEL IS CMU OR WOOD)
HEADER OR CHANNEL TO STUDS- NOTE:EDGE BEAM(SEE SHEET S-2 FOR SIZE)SHALL BE ORIENTED IN DIRECTION SHOWN. 2x6 2 USED,USE TWICE THE NUMBER
EDPRE-DRILL SO STUDS DO NOT SPLIT 2x7 3 B"ANCHORS INTO THE HOST ENGINEER OF RECORD
ROOF 2X10 STRUCTURE.ALL MINIMUMPANELHOSTCONNECTONDETAILS ( \ROOF PANEL TO EDETAIL L TO EDGE BEAM CONNECTION DETAIL ERI SCALE:NTS -3 SCALE:NTS S_3B ROOF PANE SCALE:NTS 2x9 3 S2
BEAM TO HOST TO CONNECTION DETAIL FLORIDA LICENSE NUMBER:53608
4 S-5 SCALE:NTS
(3)#12 X 3/4"SMS FASTENING
SECONDARY #12X4"SMS WHERE ATTACHING TO Thomas L. Hanson P.E.
ANGLE TO COLUMN(TYP EACH 1-1/4"NEOPRENE 3"X12"RISER PAN PANEL 3"X0.125"HEADER
SIDE) COLUMN WASHER@8"0.PER USE#10X3/4"SM52"FR0M ATTACHED TO FLORIDA LICENSE NUMBER:38654
SECONDARY ANGLE(MIN PANEL EDGE&@ 3"O.C. TOP&BOTTOM INTO
0.125"THICK) /1-1/4"NEOPRENE WASHER
(B)-3/8"0 X 2"MIN EMBEDMENT LAG SCREW (NOT REQUIRED WHEN PER PANEL COMPOSITE ROOF W/
INTO SECONDARYANGLE(TYP EACH B=01N THE CARRIER BEAM #10 X 5/8"TO ATTACH #12X 3/4",12"D.C. Mark Ronald Dunn,Jr.
SIDE)(SEE TABLE BELOW FOR QUANTITY) TABLE BELOW) FLASHING TO ROOF
O PRIMARY2"X2"X0.125"ANGLE PANEL@12"O.C. P L'
O L.
DECKING O (3)#12 X 3/4"SMS 2"x 2"FASTENED TO BEAM FLORIDA LICENSE NUMBER:73968
FASTENING COLUMN WITH(2)#10 X 1-1/2"SMS 3"COMPOSITE
TO PRIMARY ANGLE(TYP ROOF PANEL v
EACH SIDE) USEALLSCR WBO SESE -_-_-____- _ ____-_-_ /�. Joel Falardeau P.E.
---------------------
LAGSCREWINTO
NOTES: SMS EACH SIDE \-_-= Phone:(813)788-5314
TABLE 1.NUMBER OF LAG SCREWS IS EACH SIDE AND DOES NOT INCLUDE THE ' O 0 Fax:1-(866)-824-7894
LAG SCREW INTO THE 1X2. 2„XH., Email:erb@fbcplans.com
Column 3.LAG SCREW DESIGNS ARE BASED ON AN ALLOWABLE WITHDRAWAL — COLUMN i Website: cplans.com
Size B LOAD OF 450 LB.AND AN ALLOWABLE LATERAL LOAD OF 240 LB.FOR `
WOOD WITH SPECIFIC GRAVITY,G=0.55. C.O.A.-#29054
3X3 0 4.ALL LAG SCREWS SHALL BE FULLY INSTALLED INTO PERIMETER 2"X2"X.050
2x3 0 STRINGERS OR FLOOR JOISTS FOR THE ENTIRE LENGTH OF THE SCREW. 2"X2"X0.125"X BEAM END BEAM DRAWN BY:
2x4 1 CARRIER BEAM - TO - COLUMN CONNECTION DEPTH ANGLEW/(4) z°x_"SMB RIDGE BEAM
2x5 1 #lOX 3/4"EA LEG (SEE SHEET S-2
2x6 2 FOR SIZE) REVISION: DATE:
2x7 2 G D S4 2"X_"SMB UPRIGHT RO 1
Zx8,2x9,2X10 3 2"x 3"OR LARGER POST OR SMB TO WOOD DECK DETAILS ROOF PANELS AT RIDGE CONNECTION (SEE SHEET PR$-Q SCALE:NTS SQ S-4 SCALE:NTS FOR SIZE) RO 2
CONNECTION SIMILAR TO D,S-4
SEE SITE SPECIFIC DRAWING RO 3
(4)#10x11"SMS INTO RO 4
SCREW BOSSES OPTINAL
OPTION#1 EXISTING MASONRY ANGLE CLIPS OR
WALL GROUSOLIDTED RECEIVING CHANNEL W/
INTO)CREW BOISSES I — @ CONNECTION (4)#12X3/4"SMS EALEG PROJECT ADDRESS:
Too RECEIVING CRACHMP
0 MIN.
ATTACHED TIR RON FISHER
= 00 RAIL W/#1 3"
FROMENDG 37500 LILLY BEE
J I1/4"0 X 2-3/4"EMBEDMENT COMPOSIAL
/�MASONRY SCREW 3"FROM ATTACHED W @ ZEPHYRHILLS,FL.33541
2"X2"OR 2"X3" I I 0.062"ALUMINUM INTERNAL 2"x_END BEAM O.C.
MEMBER OR EXTERNAL RECEIVING (SEE SHEET S-2 FOR SIZE) /
CHANNEL W/(4)#10 X 3/4" _INTO INTO BEAM OR 2"x 2"x 1/8"x BEAM DEPTH"UPRIGHT.(2)#12X3/4"EA. RECEIVING CHANNEL
LEG INTO GIRT OR PURLIN- W/(1)1/4"x 3"CONCRETE(0.062"ANGLE CLIPS w/(2) ANCHOR INTO WALL& 1"X2"OPENBACK
#12x3/4"SMS EA LEG) (4)#12 x 3/4"SMS EACH _ UPRIGHT OR BEAM
SIDE INTO BEAM COMPOSITE PANEL ® -SNAP OR SELF
ATTACHED TO RECEIVING MATING OR
UPRIGHT OR BEAM-SNAP NOTE:WHEN ATTACHING TO WOOD STRUCTURES,WOOD LAG SCREW CHANNEL - HOLLOW
OR SELF MATING OR ANCHOR D ESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT 3/4@ 12"O.C.
HOLLOW OF MASONRY ANCHOR SCREWS. DETAILS
II CHAIR RAIL CONNECTION S2 END BEAM TO HOST STRUCTURE DETAIL
S_J SCALE;N.TS. SCALE:NTS H 1
JJ S3 RECEIVING CHANNEL A TO COMPOSITE MATERIAL TO UPRIGHT `\J
S-4 SCALE:NTS
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 12"X.032ALUM.RISER
PAN FL 1779 OR EQUAL F SIONALENGINEERSEAL
ATTACH ROOF PANS 2x8 SMB
TO FASCIA ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER:536O8
2X4 2X4' Thomas L. Hanson P.E.
r 1' 1' FLORIDA LICENSE NUMBER:38654
f X
x x x EXISTING - Mark Ronald Dunn, Jr.
MOBILE HOME P.E.
FLORIDA LICENSE NUMBER:73968
2X2 2 2X2
KICKPLATE Joel Falardeau P.E.
1X2 1X2 FLORIDA LICENSE NUMBER:7O667
FBC Plans&Engineering
Services; Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills,B.33542
BRICK SKIRTING 3'-6" 3' 3'-6" Phone:(813)788-5314
AROUND WOOD Fax:1-(866)-824-7894
DECK 10. Email:erb@fbcplans.com
Website:www.fbcplans.com
C.O.A.-#29054
10'-3"
DRAWN BY:
REVISION: DATE:
SIDE ELEVATION RO1
3/16"=1'-0" RO 2
RO3
RO4-
PROJECT ADDRESS:
RON FISHER
37500 LILLY BEE
ZEPHYRHILLS,FL.33541
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.
HS
0 0@\, � 1
O ,.L' .
`P" n.
PRO -sS*7®I'9 ER SEAL
3"X 12"X.032 ALUM.RISER
PAN FL 1779 OR EQUAL
ATTACH ROOF PANS ENGINEER OF RECORD
TO FASCIA 2X2 2L David W. Smith P.E.
` 2 2X8SMB FLORIDA LICENSE NUMBER:53608
X2 2X2
81 2X4 3„X 3" 2X4 8' L Thomas L. Hanson P.E.
X .093 POS FLORIDA LICENSE NUMBER:38654
M co N N
X
N N Mark Ronald Dunn, Jr.
P.E.
2X2 2X2 2X2 2X2 2X2 FLORIDA LICENSE NUMBER:73968
KICKPLATE
1x2 1x2 1x2 I 1X2 1X2 1X2 Joel Falardeau P.E.
BRICK SKIRTING FLORIDA LICENSE NUMBER:70667
AROUND WOOD
DECK FBC Plans &Engineering
Services, Inc.
4'-5" 4'-5" 4'-5" 4'-5" 4'-5" 4'-5" i 6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
26'-6" Phone:(813)788-5314
Fax:1-(866)-824-7894
27' Email:erb@Ibcplans.com
Website:www.fbcplans.com
C.O.A.-#29054
DRAWN BY:
REAR ELEVATION
3/1611=1!_O1! REVISION: DATE:
RO 1
R0 2
R0 3
R04
PROJECT ADDRESS:
RON FISHER
37500 LILLY BEE
ZEPHYRHILLS,FL.33541
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.
%%r .UIIi/
•
t'S a� �« o0
®. rt Or �
FL
PROFS S A IINEER SEAL
EXIST. MOBILE HOME ENGINEER OF RECORD
David W. Smith P.E.
1X2 1)(2 FLORIDA LICENSE NUMBER:53608
X ATTACH TO WALL X
(Y) N N c'.) LI Thomas L. Hanson P.E.
2X3 2X3 FLORIDA LICENSE NUMBER:38654
Q-
oo°I N N I E. Mark Ronald Dunn, Jr.
2X3 3"X 3" X 2X3 P.E.
X.093 POST N X FLORIDA LICENSE NUMBER:73968
i I N N
x M i X Joel Falardeau P.E.
M f+ 2X2 X 2X2 2X2 2X2 N 2X2 N 2X2 +�
FLORIDA LICENSE NUMBER:70667
— — — — — — — — — — — — FBC Plans&Engineering
fr 4'-5" 4'-5" 4'-5" 4'-5" 4'-5" '4'-5" ' 8'1 3"X 12"X.032 ALUM.RISER
PAN FL 1779 OR EQUAL Services;Inc.
6272 Abbott Station Drive Unit 101
13'-3" 13'-3" Zephyrhills,fl.33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
26'-6" Email:erb@fbcplans.com
Website:www.fbcplans.com
C.O.A.-#29054
DRAWN BY:
PLAN VIEW REVISION: DATE:
3/16"=1'-0" RO 1
RO 2
RO 3
R04•
PROJECT ADDRESS:
RON FISHER
37500 LILLY BEE
ZEPHYRHILLS,FL.33541
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
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI B
BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR WITH 2013 SUPPLEMENT.
PSI MINIMUM. 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
t
MINIMUM,3 1/2"NOMINAL THICKNESS. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, 6
3. FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST.
IN LIEU OF WELDED WIRE MESH
THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
APPROPRIATE ACT AND ASTM REQUIREMENTS MAY BE USED w s�"�
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
a
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. CIRCUMSTANCES BY DRIVING WITH A HAMMER ON DRAWING S-2.
w, r? " '
7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN 7. 1"X2"X.045 NON-STRUCTURAL MEMBERS SHALL BE ATTACHED
O
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 > j�O
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY MASONRY SCREW FOR CONCRETE&EQUIVALENT SIZE WOOD SCREW e°
667
BE APPLIED IN CONDITIONS ACCEPTABLE TO WHEN IN WOOD
 X 1/2"EMBEDMENT SMS OR TEK SCREWS °
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE IN ALUMINUM MEMBERS TYPICAL. p r 1 E Or
CIa
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 FOLLOWING: 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
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
3/4". OTHERWISE NOTED ON PLANS. PRO SS AL NGINEERSEAL
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:
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 B
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, UNLESS NOTED OTHER WISE. 3. WIND EXPOSURE FLORIDA LICENSE NUMBER 53608
2,&3 ALONG WITH HOT WEATHER CONDITIONS 4. WIND LOADS: LI 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: 23 PSF
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM E 1300 SOLID ROOF(MWFRS): 20 PSF FLORIDA LICENSE NUMBER:38654
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. FACTORAPPLIED 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 FLORIDA LICENSE NUMBER:70667
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE ASTM A185 8. PROPOSED WOOD DECK,SEE WOOD DECK DETAILS PROVIDED FOR MIN.REQUIREMENTS
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". FLORIDA BUILDING CODE 2010 (CHAPTERS 16,20 AND 23) SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE. FBC Plans&En ineerin
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING W/2013 SUPPLEMENTS. g g
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN 2005 ALUMINUM DESIGN MANUAL Services,Inc.
HEIGHT. F.ABBREVIATIONS: 9. SCREEN ROOF TYPE: IY A Abbott Station Drive Unit 101
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED 10. SOLID ROOF TYPE 3"X12"X.032 PAN ROOF FL 1779 OR EQUIV. 6272 6272 hills,(1.33542
C.ALUMINUM: TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT Phone:(813)788-5314
F :1-(866)-824-7894
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. Email:erb@ibcplans.com
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITHA 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 2.SIM--SIMILAR Email:e: ans.co.com
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 3.UON--UNLESS 4.CONT—CONTINUOUS OTHERWISE NOTED WebsiHOLLOW SECTIONS C.O.A.-#29054
0.024"SHALL APPLY.
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- 5.VIF--VERIFY IN FIELD 2 x 2:---------------------------------------2"x 2"x 0.046" DATE: 05-22-2015
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE G.RESPONSIBILITY: 3 x 2:---------------------------------------3"x 2"x 0.050"
STRESS DESIGN"OR"PART I-B-SPECIFICATIONS FOR 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050" DRAWN BY:
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"X 0.070"
FACTOR DESIGN"
N OF THE ALUMINUM DESIGN MANUAL 2005 CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050" REVISION: DATE:
PREPARED BY THE ALUMINUM ASSOCIATION 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS,
INC.WASHINGTON D.C.THE 2010 FLORIDAAIBU BUILDING CODE 2 X 5:---------------------------------------2"x 5"x 0.050"
WITH 2009 SUPPLEMENTS(CHAPTER 16 STRUCTURAL DESIGN NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN R0 1
DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD R0 2
& ERECHAPTER 20 ALUMINUM COUM>. CONDITIONS. OPEN BACK SECTIONS B
4. WHERE COMES INTO CONTACT WITH STEEL,OR 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------1"x 2"x 0.040" OL`O S1 , .LL.CGr 'LY RO 3.,
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 1 X 3:----------------------------------------1"x 3"X 0.045" �ID`'LICE
SEPARATION. ELECTRIC 3UIL7II�T RU 4
CONTRACTOR
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS 4,ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED C``C PLUMBING
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS CHANICgL CODES-
USING#12 SPACING MAY BE 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 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BYA 2 x 3 Snap: 2"x 3"x 0.050" 1
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING LICENSED P.E.IN ACCORDANCE WITH STANDARD R0N FISHER
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND ENGINEERING PRACTICES. 2 x 4 Snap:---------------------------------2"x 4"x 0.045"
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS 37500 LILLY BEE
VISIBLE WHEN PANEL IS INSTALLED. SELF MATING (SMB) Y} ZEPHYRHILLS,FL.33541
(ACRYLIC/GLASS WINDBREAKERS INCLUDED) H.MISCELLANEOUS: h /
1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB: 2"x 4"x 0.044"x 0.100" , 4JA7"
MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME.IF 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118"
D.FASTENERS:
IS ONE OF THESE,
, SEPARATE 4TH y, ..
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE THE EXISTING STRUCTURE A 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120' RHi
WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO �+
300 18-8,WITH STANDARD FLAT WASHER UNLESS 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 2 x 8 SMB:---------------------- 2"x 8"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 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224"
WITH ACQ PRESSURE TREATED WOOD. HOME.
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. R4101.17 IN ITS ENTIRETY.
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE 3.EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 _
SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL S