HomeMy WebLinkAbout17-19145 CITY OF ZEPHYRHILLS �/
' * 5335-8TH STREEf
tsa,$)iso-oo20 �9145
BUILDING PERMIT SINGLE FAMILY RESIDENTIAl.
PERMIT INFORMATION LOCATION INFORMATION
Permit#:19145 lssued: 1/0212018 Address: 37704 NEWPQRT DR
Permit Type: ALUMINUM ZEPHYRHILLS, FL.
Ciass of Work: ALUMlNUM PAGKAGE Township: Range:
- Proposed Use: NOT APPLICABLE Lot(s): Btock: Section:
Sq. Feet: Est. Value: Book: Page:
Cost: 18,600.00 Ta#al Fees: 195.00 Subdivision: ZEPHYR RIDGE
Amount Paid: 195.00 Date Paid: 1/p2/2018 Parcel Number: 03-26-21-0130-00000-0311
C{JNTRACTC'�R IN�ORMATION OWNER INFORMATION
Name: B & H CONSTRUCTION OF CENTRAL FL. Name: O'NEIL , SHEA K
Addr; 4Q25 MQRRIS BRIDGE RD Address: 1'!52 ANGLE RD
ZEPHYRHILLS, FL. 33543 DUNEDIN, FL. 34698-6031
Phone: (813)782-1064 Lic: Phone: (727)934-3477
Work Desc: (NSTALL 20 X 12 CARPORT, 24X10 SCRN RiVI, & DW & STEPS
APPLICATION FEES
B D1tU FEE 995.0
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Dv�2 C� _
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Ins ections Re uire
F TER AL
StAB SHEATHING
RAISED SLAB
DRlVEWAY
FRAME
ELECTRICAL ROUGH
15T RQUGH PLUMB
REINSPECT`ION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
� toca!government shall impase a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,far each such subsequent reinspection.REIN�PECTION FEES:
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
rnay be found in the public records of this county, and there may be additiana( permits required from other governmental
entities such as water management, state agencies or federal agencies.
"V1�arning to awner: Your failure to recard a notice af commencement may resuit in yaur paying twice far
impravements#o your properly. If you intend to obtain financing,consult wifih your lender ar an attorney
before recording your natice af cammencement."
Complete Plans,Specificatians and Must Accompany Application.All work shall be pertormed in accordance
with City Codes and tlydinances. NO OCCUPANCY BEFORE C.Q.
Np OCCUPANCY BEFORE C.O.
� CONTRACTORS SIGNATURE PERMIT OFFI
PERMIT EXPIRES IN fi MONTHS WITHC�UT APPROVED YNSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PRCITECT CARD FROM 1NEATHER
B&H Construction of.Gentral Fl ! I��III�IIIII,IIII II,�I IIII�l��ll Il�I��!I!!I�II���I�I III���II �
4425 Morris Bridge Road ' Z@27�@0245 �e ! t I! tl �
ZephyrhilIs,FL 33543 ! i �
,
- Rcpt:282807$ Rec: 1@,Q►QJ
DS: 0.00 IT: 0.00 �
12/20/2017 K. p. K. , Dpty Glerk
Permit Number
ParceIlDNumber d3- otrp– �-6/-�0'pOqpO-_CS /�_ pRULR S 0'NEIL,Ph.D pRSCO CLERK & COMp7'gpLLER � I�
�- -�-'�-�--" - � 1212@I2027 09:57am 2 af 2 � �
Nt3TICE CF COMIVIEAICEMIENT' OR BK �
Skate of Florida ���� p� ��7� '
County of `�i c�.5�a
THE UNDEY2SIGNEp hereby gives notiae thal improvemer�ts will be made to certain real property, and In aaaardance with Section 713.13 of ttte
Fbrida Statutes,the fotlowing irifa�rna�tion Es provided En thls NOTIGE OF GOMMENGEMENT.
1.Qescriptionofproperty(legaJdescription): 03-aL-�I-ai,3o,oa000_o3n �,�______ __� _ �
aj Street(job}Address; 3�a`f �et..��a�} "1��_ 2.�-f�-rG' �SS�1�__ _
2.General descript(on of improvements: Cc1+_��n�,�5c<-ec,ti w,�'�1. c-�J��.,��� �_�e,�s_ ___ _
3.4wner infarmatian or Less�ic�fcrmation if the Lessee contracted for th�a Improvemerrt:
a}Name and address; ,��e�. �{, e:l ,_1.�So� _�n ..ac +�,_�u.n��i '�►.._�L 3ylo 9�' - -.- -- -
b}�tama and address of iee slmple titleholder{if different than{}wnar f sted a�ave}
c)Interestin property: _ _ _ __ _
4.Gcntraetar 3nfam�ation
�)NamB and addl�ess: ��' �ov��ruc..-�or�, �p. �'�`ot�';� f�'�c��,.cr ��Z,�11yfl�i�� �2- ��'v S5�>
b)Teleptsase No.: �5�.�- 78a�1 vto y F�No.:(oF�ana1} cs13- ?��-�S�YS'"` _.._
S.Surety(If applicable,a copy of the payment bond Is aaachec�
a}Nasne and address:
b�Telept►one Na.: - - -. _._.---_� _---__ .. _.. ..�__. -- -.._ ---- — -
6.Lender ' - -,_.._— __-- • --. -- --_._._
- _ a)Name and addfess: �T _ _ _
- -�-- -b)Telephone No.; �
- 7.persons within th�State of Fbdda designat�by Owner upon whom no�ces or other documents may be served as provided by Sectlon
793,13(1){a�7.,Fia�ida Statutes:
-----, -- a}Idame and address: ._ �.�_._ � ...-- - ,_.__- --.... ___._ .
b)Telephone No.: -- - Fax No.,{optiona�} _. _ _. —,�..,__._____
S,aln addiUon to himaeif ar herself,Ownerdesignates � _ _ af _�
to receive a copy af the Lienor's Natke as pravided fn Section 713,13{!}(b},Fiorida StaEutes.
b)Phone Number af Persan or enMy designated by Owner, _ __. _ , _.�„"�_._ .._.,�.. _....
9.Fa�plratton date ot notice ai commencement(tha expiration date may not be before the complefion of conshtrctfon and f r�ai Fayment io the
cor�ractor,but wiil be 1 year fram the date of rec�rding uniess a differer�date ls spec(fled}: ,26
WARNING TO OWNER:ANY PAYMENTS IUADE BY THE OWNER AFTER THE EXPIRA7fON OF THE NOTIGE OF COblAENCEFBENT ARE
CUNSIDERED i6�PRt3PER PAYBIENTS UF�DER CHAPTER 793,PART I,SSCTION 713.13,FLORIDA STATUTES,RNt�CAt�RESEJLT iN Y031R
PAYING TWICE FOR{A�PROVE�IEP�1'I'S TO YOUR PROPERTY.A NOTICE OF COAIMENCE�lENT MUST BE RECpRDED AHD POSTED ON �
THE J08 SI7E BEFORE THE FIRST 1NSPECTI�N. lF YOU 1l�7ENR TO OBTAtN FttdANClN�, CONSULT WlTH YQUR LENDER OR AN �
ATTORNEY BEF�RE CO�fA�ENCIFtG WORlC OR�G4RDtNG Y�UR N�fiiGE OF COMMEFiCEI�ENT.
Under penalty of perjury,I declare that I have read the fo�oing notice af commenceme�t and that the facts stated therein are triie to the best of mq X
knowle.�ge�d beaef.
� ��a,��� �1� �.t �
{S' re af er�Lessee,or Owmers nr Lassee's{ ' O�enUlrect��erlN�nager} {Pdnt Name and Pcwide Slgnato�s �ice) T—
The foregoing insWment was�Ckrtowledged befare me thls ��--- daY of ��r„� ,20 7 7
by _�;,p�--_a� �•!����--____�____ as _____ _ r.� (�YPe ofi aufhoritY.e.g,otfiwr,Wslee.attomey In facq
` �Of �
, _ � .
� . {Neme of Perso�) RYPe oT a�dnorfty,...e.g.otflcer.truetea,attomey In fe�3)
, � (name�f pariy on behalf of wham InsUument was execuf�!},
� Persorraity Knawn ❑ �roduced id �
', Type oF ID _� :��.s �.cer,se. � Notary Signature � ����'—�� - . - -- -
Prttst natne _...__ (�rf-a,�� ,� .""�'
�� n�._ _._..
_ ,,,s��� �;,.�..-.., �
.i'�i;:?:P��c. CRA1C�Ci�IT
:.; .,,__ Corrmission#FF 9�'•"'
� Er,pire�June 0 2Q1;
��`r.Fp��°P�� Ba�cWdttuuRoyFeinlnsur.n;- •S9
..w+y:.c
,�����,�
��j► . ' � . �P� STATE OF FLORiDA,COUN`�Y(�� �'����
� THIS IS TO CERTIFY THAT THE FOR���IN����
��' ' � TRUE AND CORREC7 COPY OF TME D�CI�M�NT
'. * ON FILE OR OF PUBLIC RECORD IN TNI�p����E
'� � �n'G°��e 7�� . WIT ESS MY HAN ND OFFICIAL�EAI.TMI�
:�a°••, ?. Q�--
� ' � - � DAY OF �'� �
O PAULA S.O'NEIL,GLERK&COMPTR�LL�R
� . 188% * �/�n�
� ' o a @� BY X/�, DEPUTY CI�ERK
�rA�OF��.0�`9
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
� ' Building Department
Date Recetved a��l'1 phone Contact for Permittin �/�� �Oa��-�/�
' Owners Name ONEIL,SHEA K Owner Phone Number
Owners Address 37704 NEWPORT DRIVE Owner Phone Number
Fee Slmple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOBADDRESS 37704 NEWPORT DRIVE,ZEPHYRHILLS,FL 33542 LOT# 31
SUBDIVISION ZEPHYR RIDGE pARCEL ID# 03-26-21-0130-00000-0311
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CON57R e ADD/ALT � 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 WORK 20x12 CARPORT,24X10 SCREEN ROOM,DRIVEWAY&STEPS
BUILDING SIZE S�FOOTAGE 480 HEIGHT
�BUILDING $ $�g 600.00 VALUATION OF TOTAL CONSTRUCTION ��Z s�
QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
QPLUMBING $ �� � /CJ/�
� (
OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
r
QGAS Q ROOFING Q SPECIALTY Q OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
BUILDER ���� COMPANY B&H Construction of Central Florida,Inc.
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address 4025 Morris Bridge Road,Zephyrhills,FL 33543 License# CBC057782
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y I N FEE CURREl. Y/N
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItllllllllllllllllllll
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;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 8 1 dumpster;Site Work Pertnit for subdivisions/large projects
I COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-0-W Permit for new construction.
Minimum ten(10)working days after submittat date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Facilities 81 dumpster.Site Work Pertnit for all new projects.All commercial requirements must meet compiiance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
Directions:•
Fill out application completely.
Owner 8 Contractor sign back of application,notarized �
If over 52500,a NoHce of Commencement is required. (AIC 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 (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department � '
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions°
r� which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Divisior�Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
� Counry.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy'or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County WatedSewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowners
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetiand Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetiand Areas, Altering
_ Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Senrices/Environmentai Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate peRnit may be required for electrical work,
plumbing, signs,wells, pools, air conditioning, gas, or other installations not specifically inGuded in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NO110E 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.
FLORIDA JURAT(F.S.117.03)
' OWNER OR AGENT CONTRACTOR �� ,.
Subscribed and swom to(or affirmed)before me this Subs ed oSl sworn t�(qr affirm bef��e this
by J 7 by (a Y�'l.� {�7� �
Who is/are personally known to me or has/have produced Who is/are pE[sonaltySmEG�n�'orhas/have produced
as ident�cation. as identification.
—��_ i
Nolary Public Notary Public
Commission No. Comm'sion No.
CY<<-t C`�,_.v,.
Name of Notary typed,printed or stamped Name of Notary ,printed or stamped
.•t�:+ei�. CRAIG CANT
=�0.�r Commission#FF 130253
:�� •�° Expires June 8,2018
�'aj;pF�Q;�'�` Bonded Thru Tray Fein Insurence 806385•7018
1
ALL VIipRK ahiALl Cc��1PLY b1lITH Pf��VAILING
CODES FLORIDA BUILDlNG CODE,
NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRFIILLS�
ORDINANCES
��
� REVIEF/U pqTE `
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�'�I� Bruce Bussell
Engineering Manager
i ������ Palm Harbor Homes,Inc.
605 Soufh Frontage Road
Plarn City,Florida 33563-9934
Phone:813-752-1368 Exf.756
����� Fax 1:813-754-8675
Fax 2:813-719-3689
E-Mail:bbussell@palmharbor.com
December 19,2017
To: Building Department
RE: Palm Harbor Home, Serial Number 20965
David O'Neil
37704 Newport Dr
Zephyrhills FL 33542
Dear Plans Examiner,
The site-beam, which was installed by Palm Harbor Homes, and is approved by HUD,
Manufactured Home Construction& Safety Standards, is constructed to receive on-site
additions that are built and designed by others to accommodate such amenities as
carports, sheds, and screen rooms. The on-site structure must be designed by a Florida,
registered, engineer,to the Florida Building Code and all local codes. This plant-
installed site beam is of adequate design for this purpose as long as tie downs and piering
are per page 1 of Section 11, Misc. &Final Inspection section of the installation inanual
(attached). The attached details, EW-216.2 and PA69-EW-31, are approved by the
Manufactured Home Construction& Safety Standards. And, the design loads for the
plant-installed site beam, as well as the supporting structure and anchorage are from the
FBC and ASCE 7.
I can be of further assistance at the above contact information.
Sincerely yours,
Bruce Bussell
Engineering Manager
: , � ,
Op#ion 1: using 2x41et-�n infiv dadoed 2x6 wall stud �
,
Mlslal Flut �.T�
2�c4 M:i S�P-F Le!-tn �
Faaten InOa eaafl w�al1 s0�d
�' wfth 8 ea.0.131�c3'eretts. '
Roof Per�sl ar d-ea 7ltaoQ 1/�cf5�
3ecurs Roo�f Panel l�edor �-AX.-4�'screwa
fr�b�4 ea aPp�vad bY
t�e rnenu�mirol"s ��� ,
lr�or�Ir�sOuctlores.
Rvo�f P�nat 1.�.:Thenno�iy.Theerrioph�alh
, GSB t1r P{yyYood.
Lsp Rece
L�P� IooRs Cetic
e���e.
dottin C.Doeden�P E.
��n�i�e9rin9.Rnc.
(�ption 2: using 2x4 instalted on top of sheathing '�
� and exterior wali studs
��„�c�
�.T �eped arotn�d�c4
m�d s�cuisd i�bo ao�fit
s»d she�np tw,l n�l
�ws.
R°0� Faat�i�o�ntati st�d
Ssctier Roo�P8r�e1 F�der w�A 4 ee.�iC3't�cne�.
Inb�l as ap�p�nred b�►
U�s�emnutec�a�s
1r�HeA�t in�or�.
F�oo?Perfel Hgader ap�+DAAB�d atteaftdns
SNioone Cauik . Lr..Th�m�apty,Thermodrs�th
� 039 or Plyw�ood.
;LeP Sidlnp
�.: xto.ae�ni --a�
APPROVED '
Mad son�Wa�1 �s�A o�s�w�����M�a§or�Nix�soo�
OCT 0 3 2000 �Scxeen toom and Carportatled�merrt �� ��e�OD
Fedo�Y PreP op�o�• *�wa.
HUD Manufactured Home
�onsttucc�on� IMND ZONE 2 d�3 EW — 216.2
c�—r12 ,
�
�.� . �
(
¢ • � .
S�CTIOIY 1 i —T/IIS+CFI.RIIANEOITS A�TD FIlYAL INSPECTI+DNS Indeg
li:l: AWrT11YG, CAI�PCfRTS,PORCHES, UTILTTY I�ClQ1V�S, ETC: �
Additional struciures such as awnings� carp.orts,patio covers or attachrnents to a Palrn
Harbor Home liave not typically tieeri#alceii into consid�eratioti nar calculat�d 3nto the
d�sign for roof or wirid Ioads. Any additions made to tlie home znust be seIf supporting
�and shall not interfere with weatherproofing(i.e. sliingles,flashing, gutters; siding).
However; some Palm Harbor homes haye an option to be ordered with a factory installed
reeeiver designed"to take the loads of an adcl-on. In this oase,refer to the detail fvr
infcirmation on specifie
` FAC�ORY INSTALLED DOUBLE SECTION HOME
PERIMEt�R PIERS ANU F'O.O7ERS \ RECEIV�R � �
, . AWNlNG{BY OTHER&)-� `�.. ,,...-�" ��-...,,
AWNING UNIT lOA4�,i s FOR�; BY QTHERS SI'fE iN8't'AllED ��_` _-`
I , WIDTH 1lVIDTH 8,'=0",a.c. __�;�---+"'"���"�
, 76x.16 i SITEINSTALLED 'rAV�ININGWIpTH
�s•-o�n�az.-wz, ias•.nma�c. �es°naax.
12� 148"1i84" 4d-0{J# 8`-3" � t.lNITYf?IDT�i UNITWtRTN
180" 4788# S-9" ( 16,-0"MAX:-WL3 "M U.) 0" NI _ M
I .�6 140."1 f 60" 4886# S-7" $Y 4TFI�S � �
18Q" 5236'tF S-^z" I J
{'. _
- :�a �- �i - �:� - �Yn-� -^� -
Za, �ao���.�6cr� .s��a s=�^ - •_ �/ -__
fi 80" 5684# d'-9" �-'" '?�� _
��„' ``.
fi"M/1XIMUM �'w, WZ 2&3 REQUIRE TIE=DOWN
INSET �� ENGINEEFtING'VECTbR SYSTFM(OR
P$I'3211�t8T�31�2'4�12[��OO�f.7 T10�6S: WZ 2&3 FtEfIllIRE EQUA�}OR AtJY QUALlFY1NCa SYSTEM
ANGHOR AND f"SPECIFICALLY APPROVED FOR;PACM
1. Sgacing for 16 x ].6 is liased.oz� �, i�:'` VERTICAI.TIE HARBOR HOMES
30'1 {�5'�4°'o,c.MAX. ( —1
Z004�psf soii bearing capacity. -
2. Refer to palm harbar hosnes�_ — Wz a o� C30NA IE AND ANCHO
WITH STABILIZER @ 6'-0"G).C.MAX. I
installation rnanual for foot�rs :�'. .��.
re uired forthe loads ven T��i ::._.;; i�-li1 �����:':,`. i�- ;
q � � i-i -' .Tr=;�,�i i�i
8'-Q" o.c. �L i i-i�Tr�.,�i��i��;,
<�=�1T�rJ� E—��1,,1 L
NOt�S:
l. �ertical tie connectians have been factory installed to handle the, i
uplift arid overturning lo�.d from the main unit along with the additional load from the awnizi�g ,
connection to the main unit. (lirackets @ 5'-4" o.c. rna,X.) '
2. 'The factory instailed receiver is designed to handle the additional uplift and downward loads
from the connection of the awning to�he main,unit.
3. The awning r.00f and roof support away from#he main unit rriust be designed(by others)to
carry all lo.ads to the gr�aund. Tlie tlesign of the awning conneetion along with weatherization
(by others}must be deszgned to carry the appropriate IQaci irito tlie factoiy-installecl receivet.
The design rnust be according to the loads and requirernents o�the IT�t.0 20Q3 for exposure'c'.
4. Factory installed members were designed for awning loads based on 90 mph(3 second gust)
winds for wind zone 1., 120 mph(3 sec. gust)winds for wind zone 2, and 144 mph(3 sec.
gust)winds for.wind zane 3. This is in aceotdance with IRC 20Q3, exposure 'c',
5. For approve.d.lateral load resisting systems'irista.11ation requirements and nuinber required,
refer to otlier pages in the Palm Harbor Homes installation manual.
6. N.o stabilizer plates are required a#anchors loatied in direet(in-.Iine}gulI.
7. This design is for 140" rninimum floor width and 186" maximum floor width on the rriain
units and for 20 psf roof live load in all wirid zones.
8. Maximum pier height including T-beam for wind zone 1 is 52"and minimum height is 31":
Pier heights for wind zones 2 and 3 are based an vector system design,
, SeGtion 11,Mise. &Final Inspaction Page 1 COPYRIC�HT�2006 BY PALM HARBOR HOMES,INC.
All Rights Reserved.
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Florida Building Code Online Page 1 of 2
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BCIS Home 7 Log In ( User Registration ; Ho[Topics � Submit Surcharge Statr&Facts � Publicatians � FBC Staff � BCIS Site Map � Links � Search ':
FIO;�t18 =-
Y ���� Product Approval
(��(�! '/' �� USER:Public User
� •,."
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Product Aooroval Menu>Produd or Aoolitation Search>Aoolication Lis[>Appllcation Detall
�
" ''"tl FL# FL16952-R1
�.�".; 6 �.,�_.�
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived ❑
Product Manufacturer American Metals Supply,Inc.
Address/Phone/Email 3119 Queen Palm Dr.
Tampa, FL 33619
(813) 242-8100
Santos.Gonzalez@ame rican metals.us
Authorized Signature Santos Gonzalez
Santos.Gonzalez@ame ricanmetals.us
Technical Representative
Address/Phone/Email
Quality Assurence Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
� Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Do Kim
the Evaluation Report
Florida License PE-49497
Quality Assurance Entity PRI Construction Materials Technologies,LLC
Quality Assurence Contrect Expiration Date 12/31/2020
Validated By James L. Buckner, P.E. @ CBUCK, Inc.
0 Validation Checklist-Hardcopy Received
Certificate of Independence FL16952 RS COI certificate of indevendence.pdf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
� Sections from the Code
� - 1504
1507.4
1609
2002.4
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvBwYu9TrZN... 11/30/2017
Florida Building Code Online Page 2 of 2
�
r�
Product Approval Method Method 2 Option B
Date Submitted 10/30/2015
Date Validated 10/30/2015
Date Pending FBC App roval 11/04/2015
Date Approved 12/15/2015
Summar of Products
FL# Model,Number or Name Description I
16952.1 3" Riser Aluminum Roof Panels 0.024" and 0.030" thick x 3"x 12"wide riser roof panels
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16952 Rl II 2014 FB C AMS 3 Inch Riser Pan Install
Approved for use outside HVHZ: Yes Dwa.odf
Impact Resistant: N/A Verified By: Do Kim PE 49497
Design Pressure: +48.6/-48.6 Created by Independent Third Party:Yes
Other:For use in outdoor patio construction only. See Evaluation Reports
installation instructions for other design limitations. FL16952 Rl AE 2014 AMS Evaluation Reoort.odf
Created by Independent Third Party:Yes
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Contac[Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-467-1824
I The State of Florida Is an AA/EEO empioyer.Coovriqht 2007-2013 State of Florida. Privacv Statement :Accessibilitv Sta[ement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send
electronic mail to this entity Instead,contact the ofFlce by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to
Section 455.275(1j,Florida S[atutes,effective October 1,2012,Iicensees Ifcensed under Chapter 455,F.S.must provide the Department wfth an email address if I
they have one.The emails provided may be used for official communicatlon with the Ilcensee.However email addresses are public record.If you do no[wish to I
supply a personal address,please provide the Department with an email address which can be made availabie to the public.To determtne if you are a Itcensee under I,
Chapter 455,F.S.,piease dkk here I
Product Approval Accepts:
� � � eCFc:.i --.-.�,-^..
CrediE C�r�l
Safe
��p�R�A � �ii�� Ai �r�uui��u
�iii°
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDqvBwYu9TrZN... 11/3 0/2017
�-
AMERICAN METALS SUPPLY-ALUMINUM ROOF PANELS *,
AMERICAN: � s��s queen Pa�m ur. PRODUCT APPROVAL DETAILS: �
M�S ...
� Tampa,FL 33619 • BLDG CODE: 2014 FLORIDA BUILDiNG CODE •
SUPPLY� �� 1813)242-8100 , �o K 1 M
- - HVHZ: NOTFORUSEINHVHZ &ASSOCIAt�'3,LLC
LOCK PANELS TO INSTALL
• LIMITS OF USE: FOR PATIO USE ONLY C O N 5 U LTI N G
-CARPORTS STR u CTU RAL
-PATIO COVERS E N G I N E E R S
-SUNROOMS
-SCREEN ENCLOSURES PO BOX 10039
-CANOPIES Tamva.�a�s i
-OTHER SIMII.AR MINOR STRUCTURES '
o.7so' NOtQS: ae�mat oescri dan
^ o.ae0" 1. Aluminum roof panels shall be of aluminum alloy 3105-H1 or approved equal. Qo m;s�ssueo
o � 2. Roof pancl mctal thickness tested:0.024"and 0.030". Q
3. Product matcrials conform to AST'M B209.
o � � 'n 4. All inside bcnd radii aro 0.047 unlcss othcnvisc notcd. 0
0 0 0 5. Standazd ManuCacturing Tolecances:
Dimension+/-0.005 0
� in 0.ZJ0•
o Zo . Itadlus t/-,005 Q
� Mgle+/-1°
� �' Rie ttp.) � 6• Product test report for 0.030"and 0.024"Thiclrness Rolled 3"Riser Roof Panels,Test Report No.
py o � � � N E9946.01-401-44,Oct.2,2015.ASTM E330/E330M-14.Architcchual Testing,Inc.an Intertek �
� /45, �n,P� company,2250 Massazo Bivd.,Tampa,FL 33619, g
7. All product perfonnance specifications and construction requirements shall be engineered by a �
' licensed design professional in accordanee with the Aluminum Design Manual,Specifica�inru& 2�
� Guide(rnesjorAlumrnum Shucrures,Warhingron,DC,forwind resistance in confovnance to FBC � �_
o • Chapter 16 for Companents and Cladding Loads,ASCE 7-]0 Chapter 30 far Roof Components and - W F
5 RIBS PER PaNEL, EQUALLY SPACED Cladding fot Enclosed and Open SWclures.Effeclive arca for wind load calculalions based on 36 a j�
sq,fec[(absolute value of controlling dcsign prossure is shown on span tables). � ��
t/1
8. Span schcdule show maximum roof panel spans betwccn supports.Max.span deflec[ion limit L/60. � �W
9 Mean mof height of structuro shall not cxcecd 15 feet above gadc.Span tables for open structutes 1° N>
�2, based on 5°max.roof slopc.Span tables for encloscd shvchues based on 27°max.roof slope. � WZ V W
n 'O 38-tl10 SMS w/neo":ene�asket and washe�at eachssu noR'oint or therua Sh oved conn cH n b � a O�
3 RISER ROOF PANELS �� p � pP p � pp y � Z a a o
design professional)w/min.0.040"thick,6063-T6 alucninum base metal. O �
Q a �F�
Ex osure B ASCE 7-SO Ultimate Desl n Pressure S an Table Fx osure C ASCE 7-10 Ultimate Desi n Pressure S an Table Z � W O�
U �n a p
OPEN SiRUCTURES OPEN STRUCNRES � W ��Z
Wind S eed Design Pressure 0.024"s an(ft) 0.030"s an(ft) Wind S eed Deslgn Pressure 0.024"s an(ft 0.030"s an(ft) U � �V�
SSO SH.4 SO.00 12.00 1SO 22,Z 9,73 S2,OO DRAWN BV: DYN
120 21.2 9.85 12.00 120 25.0 9.38 u.pp c�c�oev: om
scn�e nssnoww
130 ]A.8 9.40 12.00 130 30.0 8.67 11.44 onre: 3na��a
140 28.8 8.87 1158 140 34.8 7.93 &89
]50 33.0 8.17 iLll 350 39.9 7.46 8.16 .°^.
160 37.5 7.68 8.50 160 45.4 6.94 7.45 O Y �p
Q�q6F�[�8,KI8�6.
�o.Ste�Td
Fx sure B ASCE 7-10 Ultimate Design Pressure S an Table Ex osure C ASCE 7-10 Ultimate Design Pressure 5 an Table * � oo wM w �,�
ENCLOSED A7TACHED STRUCTURFS ENCLOSED A77ACHE0 STRUCil1RF5 �� caa ee� '�
p '�o s iooae;w
Wind S eed Desi n Pressure 0.024"s an(ft 0.030"s an ft Wind S eed Desi n Pressure 0.024"s an ft) 0.030"s an(ft O'• �,F�ais�e=�4
110 ]9.0 10.00 12.00 110 23.0 9.63 12.00 F�ORIOP �
120 22.6 9.68 1200 120 27.3 9.09 1174 SS��NAL �a�
130 26.5 9.19 1183 ]30 32.1 892 iL21 -27-15
140 30.8 &53 1136 140 37.3 7.70 &53
150 35.3 7.88 8.81 150 42.7 7.21 7.79 Drawing No.-140316
160 40.2 7.44 8.11 160 48.6 6.49 7.05 sHee7 7 OF t
, • O�n »-
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•t �:�,..-, "-«�:�, J.'
'.� ���,. Q �:.
.:�. :
_ _�.,
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: � c`� �J �(�(�S �', �
Date Received: �� .� ! (�`�
Site: � - �
Permit T e: �� ��f? �(' D -
YP �� �W �1
C ��'�o
Approved w/no comments�ll Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
�L 2
�
— 1 s Examiner ate Contractor and/or Homeowner
(Required when comments are present)
I HEREBY CERTIFY THAT I HAVE REVIEWED - -
General Notes 5.
PLAN AND FOUND IT TO BE IN
SHALL CONCRETE&FOUNDATION DESIGN: 5.ALL LAG BOLTS HAVE A MINIMUM EMBEDMENT OF 8X 5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR COMPLIANCE WITH ASCE 7-16 AND FBC 5TH ' -
BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED EDITION(2014)RESIDENTIAL AND EXISTING • .,
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE OTHERWISE. BUILDING
PSIMIN2. ALLONI CRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATERT AN 70 WITHPPERCENTOFT E THREAD M DIAMETER OF ETERNOT 6.SHALL BE VERIFIED BY CONTRACTOR I&BUILDING OFFICIAL , �� r� �' `
• MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE L V
7.ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT O` Q A••
3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CHANGE THE EXIT FACILITIES FOR EGRESS PER HUD 3280.105,(a) a •••• •••APPROPRIATE ACI ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. •• ••
THROUGH(a)(2)(iv),SO THAT THE DISTANCE TO EXIT DIRECTLY S. P• •
IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN +
OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35',AND,SO THAT e ''i .• b ^ •;
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S TWO EXITS DIRECTLY OUTSIDE ARE STILL MAINTAINED.A CARPORT 'z ((� (0�
TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE.NON-HABITABLE (L •U Q Q • o
REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME BE APPLIED IN CONDITIONS ACCEPTABLE TO • Q •SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT • • Z = -
STRUCTURE.NO WOOD FRAME STRUCTURE MAYBE BUILT MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE DOOR WAS LOCATED AS LONG AS A NEW EXITDOOR IS ADDED AND MEETS O J LU E :', =-
- -- I �✓
ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE GRADE#5 OR BETTER ZINC PLATED. THE REQUIREMENTS OF HUD 3280.105. J
SOIL FOR WOOD DESTROYING ORGANISMS. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR • e • •
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 • .. • ••
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES O AItUF Si A Gi$EER.4E¢ i
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL FOR USE WITH ACQ PRESSURE TREATED WOOD,OR • • J ,'
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. OTHERWISE NOTED ON PLANS. E14P I E] [[ppss R D 3�4
7 SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 9.ALL FASTENERS SALL COMPLY WITH ASTM A153. CARPORT, SCREEN ROOM, CONCRETE &STEPS _
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS
FOLLOWING: G-185. Davld �� .
OPC(PORTLAND CEMENT TYPE I,-ASTM C 150). 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL DESIGN DATA'
FLORIDA LICENSE NUMBER:53608
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2"
3/4". UNLESS NOTED OTHERWISE. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH
J AIR ENTRAINING+/-1%-ASTM C 260. NOMINAL DESIGN WIND SPEED Vasd: 110 MPH Thomas
7 '
OI21aS L. Hanson P.E. _
WATER REDUCING AGENT-ASTM C 494. E.REFERENCE STANDARDS: 2. RISK CATEGORY: I _
• CLEAN POTABLE WATER. ASTM E 119 3. WIND EXPOSURE: B
FLORIDA LICENSE NUMBER 38654
OTHER ADMIXTURES SHALL NOT BE PERMITTED. ASTM INTERNAL COEFFICIENT: +/- t ,
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. ASTM E 1300 [ »
ASCE 7-16
-16
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN 5. WIND LOADS:
AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A&1-B
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, Mark Ronald Dunn,Jr.P.E.
• • 2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM C14 SOLID ROOF(MWFRS) 20 PSF
RECOMMENDATIONS. ASTM C330 SCREEN WALLS: 23 PSF FLORIDA LICENSE NUMBER:73968 •
ASTM C33
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM C260 � -
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, 6. FOUNDATIONS PER"A"OF GENERAL NOTES AND SITE SPECIFIC DETAIL
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, - ASTM 0494 - - - - Joel Falardeau P.E.
SPALLING OR OTHER DETERIORATION. ASTM A185 7. SOLID ROOF TYPE: 3"X12"ALUM.PANS,FL 16952 OR EQUIV.
B.MASONRY' FLORIDA BUILDING CODE 2014 (CHAPTERS 16,20 AND 23) FLORIDA LICENSE NUMBER:70667 - -
1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD 5TH EDITION - ti _
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON CURRENT ALUMINUM DESIGN MANUAL Erik Stuart P.E.
TYPE M OR S MORTAR F.ABBREVIATIONS:
2.ALL MORTAR SHALL BE OF TYPE M OR S. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED /� C FLORIDA LICENSE NUMBER:77605
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT REVIEW DATE________
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. FBC Plans&Engineering
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING i.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS CITY OF ZE NE ILL g g -
2.SIM-SIMILAR - PLAN EXAMINER Services,Inc.
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN6272 Abbott Station Drive Unit 101
HEIGHT. 3.UON—UNLESS OTHERWISE NOTED Zephyrhills,tl.33542 -
4.CONT—CONTINUOUS FOLLOW SECTIONS hone:(813)788-5314
5.VIF—VERIFY IN FIELD 2 x 2:------------------------------------2"x 2"x 0.044"
C.ALUMINUM: ALL WORK SHALL CGMF'LY WITH PREVAtIII ax 1-(866)-824-7894
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE G.RESPONSIBILITY: 3 x 2:--------------- - ------3"X 2"x 0.050" Website:www.fbcplans.com •
MINIMUM REQUIREMENTS OF 6005-TS FOR ALLOY WITH A 2 x 3:---_________-__-_--_- --_2"x 3"x 0.050" CODES FLORIDA BUILDING CODE, _._y
1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED CO.A.-#29054 t
MINIMUM THICKNESS OF 0,040"FOR SUPPORTING MEMBERS. CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2x3 3:- ------------------------------2''x3 x0070 NATIONAL ELECTRIC CODE,
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF CODES,LOCAL ORDINANCES,ETC. 2 x 4:------_--_________-____-___2"x 4"x 0.050" CITY S DATE:11/24 2017
0.024"SHALL APPLY. 2. CONTRACTOR SHALL VERIFYALL DIMENSIONS AND DETAILS, AND THE , + OF 2EPHYRHILLS t
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART I-A- 2 x 5:-- ----______-__________W__2"x 5"x 0.050" NAN DRAWN BY:J.LUCAS -
NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN QRDI1` � S ` »
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD - '
STRESS DESIGN"OR"PART I-B-SPECIFICATIONS FOR CONDITIONS. OPEN BACK SECTIONS REVISION: DATE:
• ALUMINUM STRUCTURES-BULDING LOAD AND RESISTANCE 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:------------- -- 1"x 2"x 0.040" RO 1
FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 1 x 3:--------------------------------1"x 3"x 0.045"
MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, CONTRACTOR.
RO 2
INC.WASHINGTON D.C.THE 2014 FLORIDA BUILDING CODE, 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
5TH EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS
20 ALUMINUM). RO 3
MANUFACTURER. 2 x 2 Snap:--------------------_--z"x 2"x 0.045"
4. WHERE ALUMINUM COMES INTO CONTACT WITH SEEL,OR 5 ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
PRESSURE TREAED LUMBER PROVIDE DIELECTRIC 2 x 3 Snap: —-- --—— — --2"x 3"x 0.050" RO 4
LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 x 4 Sna 2"x 4"x 0.045" --
SEPARATION. p - - -- -- _ _ _ _ -
ENGINEERING PRACTICES.
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENER,IF JOB NAME&ADDRESS:
USING#12 SPACING MAY BE 24"ON CENTER. H.MISCELLANEOUS: SELF MATING (SMB)
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY i.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB: ------- 2"x 4"x 0.044"x 0.100"
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 5 SMB------------- 2"x 5"x 0.050 x 0.118 O'NEIL
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND WITHOUT A MANUFACTURER'S HOST BEAM.UNITS BUILT PRIOR 2 x 6 SMB-------------- 2 2"x 6"x 0.050"x 0.120" ZEPHYR RIDGE:LOT 31
SPEEDS EXCEED 75 MPH" .DECAL SHALL BE PLACED SO IT IS TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL . a
z x 7 SMB:----_ ------------ 2"x 7"x 0.057"x 0.120"
VISIBLE WHEN PANEL IS INSTALLED. SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED37704 NEWPORT DRIVE -
{ D.FASTENERS ON THE MANUFACTURED HOME. 2 x 8 SMB:---------- - 2"x 8"x 0.072"x 0.224"
I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE - - 2 x 9 SMB:------_---___ 2"x 9"x 0.072"x 0.224" ZEPHYRHILLS,FL 33542-
300 18-8,WITH STANDARD FLAT WASHER UNLESS ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:---------- 2"x 10"x 0.092"x 0.374"
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE CONTRACTOR: _
R 4501.171N ITS ENTIRETY. L - --
WITH ACQ PRESSURE TREAED WOOD. 3 DOOR LOCATIONS MAYBE DETERMINED IN THE FIELD BY
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED .D WITH STANDARD B&H CONSTRUCTION
CONTRACTOR
FLAT WASHERS AND NUTS. ,
3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILT!,RAWL, 4.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL .,
,REDHEAD,DYNABOLT,OR APPROVED EQUAL. AVEE EPDXY ADHESIVE TO CSEED F S OR IF USING GROUT,
TAPCON, ENSURE BONDING AGENT IS USED FIRST.
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
ENGINEERS
• HOT DIPPED GALVANIZED.
NOTES
-_ _ — - _ 'w• 41, 'W ia. �4•S :+" "8._ p _ _ �,.. �. �.�.� �:�. L rk - —_ _—_— — - - - _ — - ___ — _ , — �.�- — .—
' 1,--1-•M1 �. t• , ,. ,.q , 1�� .y ,. l+ll: 't ,f-- - _ - - - - - - - -
- -- - - _ - - - -=�:�a °LI - (' '�'1 - 1r�- �.�. s. ,3, ;•�. �E ; Imo= - - - - - -,� __ ---- - — - -- _- - - -
. E
I HEREBY CERTIFY THAT I HAVE REVIEWED
- - - - - THIS PLAN AND FOUND IT TO BE IN
_ - - - - COMPLIANCE WITH ASCE 7-16 AND FBC 5TH
- - - - 44' - - - - EDITION(201)R�IpE TI L AND EXISTING
1 e
' EA ( ////
e �;••
gE •.•d is
. Z
J :J \ O < :
PROPOSED i P 4
BRICK/CONCRETE ; �- ; LIj
LANDING AND STEPS O • '• O • V
ENGII'41k P !f VOIZD` [
David W. Smith P.E.
- w
2
FLORIDA LICENSE NUMBER:53608
MANUFACTURED HOME C Thomas L. Hanson P.E.
x FLORIDA LICENSE NUMBER:38654
w
Mark Ronald Dunn,Jr.
P.E.
FLORIDA LICENSE NUMBER:73968
Joel Falardeau P.E.
PROPOSED FLORIDA LIC ENSE NUMBER 70667
4' I BRICK/CONCRETE
LANDING AND STEPS =
Erik Stuart P.E.
FLORIDA LICENSE NUMBER.77605
... � FBC Plans&Engineering
_ - `' 4 ' °
• _ a aa �.. '.a = " Services,Inc
i e . L
.." "i ' Via. _ -- • - a ,.
J S r 1 f 6272 Abbott Station Drive Unit 101
1 ' a. •< a i as a` e- - " •.a- Zephyrhills,fl.33542
f s, [
' .,. f.. : 4 Phone:(813)788 5314
'I .� • _ ? a- .. ' '' e Fax:1-(866)-824-7894
1 `e • r- :.' a ° .. a. . t. tea. a: Email:erb@fbcplans.com
L d _ a"a - _ ems- �'i "•. .'� -' ' <' w Website: ww.fbcplans.com
1 _ _--_ _ .a .a - �. "i ' .. 'j .4. .a� a. _ I a ..a C.O.A.-#29054
] / 1 a I' / a _________ - DATE:11/24/2017
PROPOSED 4'X 4' DRAWN BY:J.LUCAS
4"CONCRETE SLAB 6'
REVISION: DATE:
24 20' I - 27' I 3' 1 18'
RO1 -
4"CONCRETE SLAB 4"CONCRETE SLAB 4"CONCRETE-' 4"CONCRETE 6"CONCRETE RO 2
I W/8"X 8"FOOTER W/8"X 8"FOOTER DRIVEWAY SLAB DRIVEWAY SLAB DRIVEWAY SLAB RO 3
FOR SCREEN ROOM FOR CARPORT •
R04
FOUNDATION PLAN
JOB NAME&ADDRESS:
O'NEIL t
ZEPHYR RIDGE:LOT 31
H: • '• • 37704 NEWPORT DRIVE a-
y-;.•;y.d ZEPHYRHILLS,FL 33542
CONTRACTOR:
s^ •
(1)#5 REBAR - - - B&H CONSTRUCTION
CONTINUOUS
CARPORT/SCREEN ROOM FOOTER
PLANS & ELEVATIONS
1OF3
HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN - - - - -
- - - - - - - -COMPLIANCE WITH ASCE 7-16 AND FBC 5TH
_ - - - EDTIO ( NAT LAND EXISTING
- I
Co : 2
44' /�� •
• o' a • Z = -
! „ •• 4- ♦ I
PROPOSED ,�}!r 4
BRICK/CONCRETE ENGIN' E OF1IIAeORD - _
LANDING AND STEPS
W/ALUMINUM RAILING David W.Smith P.E.
FLORIDA LICENSE NUMBER:53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654 i 1 �`'
Mark Ronald Dunn,Jr.
MANUFACTURED HOME o P.E.
N FLORIDA LICENSE NUMBER.73968 E
Joel Falardeau P.E.
_• � •
w FLORIDA LICENSE NUMBER:70667 E
PROPOSED
BRICK/CONCRETE L Erik Stuart P.E. �4
LANDING AND STEPS FLORIDA LICENSE NUMBER 77605 - - -
W/ALUMINUM RAILING
• i FBC Plans&Engineering
24'
20' Services,Inc.
MFG.HOST BEAM Zephyrh ls,fl.3354 Drive Unit 101
• �+ f- / ______________ Phone:(813)788-5314
m I ti I - Fax:1-(866)-824-7894 — _
in X - - Email:erb@fbcplans.com = -
2X3 w I Website:www.fbcplans.com
I X PROPOSED SCREEN ROOM PROPOSED CARPORT I C.O.A.-#29054
a - PROPOSED PROPOSED
1, 2X3 I DRIVEWAY DRIVEWAY DATE:11/24/2017 e _
DRAWN BY:J.LUCAS
C,' `ry' N N 2X3 N N i2 Op�"S Ob �� v�us _ -
+lb +�4' +� X09 REVISION: DATE:
----i. -- -- ----- 9 'b 2X6SMB �'
RO 1
CONCRETE SLAB 4'-10" 4'-10" 4'-10" 4--10" 4'-8" 6'-8" 6'-8" 6-8" 6'
RO3 fw
24' 20' 27' 3' 18' RO 4
PROPOSED
3"X.030"ALUM.RISER PAN ROOF JOB NAME&ADDRESS:
FL 16952 OR EQUIV.
O'NEIL
ZEPHYR RIDGE:LOT 31
PLAN VIEW 37704 NEWPORT DRIVE
ZEPHYRHILLS,FL 33542
CONTRACTOR:
B&H CONSTRUCTION
PLANS & ELEVATIONS
20F3 k
71. i t i '4� ' � :i: .l :iL� ,u. i•j ��I - �1} '4e 4�.�J__ :I.i'. -5: + _
I HEREBY CERTIFY THAT I HAVE REVIEWED
- - - - - THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 5TH
- _ EDITION(2014)RESIDENTIAL AND EXISTING
BUILDING
■
,t,` EA U,/��j
PROPOSED ��
3"X.030"ALUM.RISER PAN ROOF
FL 16952 OR EQUIV. �/ �j ^ •�
LL c? �2
^ 0 <
2X6 SMB rtrt ' �
E1VlsIN3+�4liy��
a o v N N w �' a o III 1Il1I CARPORT n C Eli Daviid`,ln t PtF'
FLORIDA LICENSE NUMBER:53608
2X3 2x3 2X3 2X3 2X3 Thomas L. Hanson P.E.
�KlKPLATE KICKPLATE 1X3 KICKPLATE KICKPLATE
__ - ----- FLORIDA LICENSE NUMBER 38654
4"CON RETE SLAB /8"X8"FOOTE 4"CONCRETE SLAB 6"CONC.
SLAB
Mark Ronald Dunn,Jr.
4"CONCRETE SLAB
4'-10" 4'-10" 4'-10" 4'-10" 4'-8" 6'-8" 6'-8" 6-8" 6' P.E.
FLORIDA LICENSE NUMBER.73968
4' 24' 20' 48'
Joel Falardeau P.E.
SIDE ELEVATION FLORIDA LICENSE NUMBER.70667
El Erik Stuart P.E.
FLORIDA LICENSE NUMBER 77605
PROPOSED PROPOSED FBC Plans&Engineering F
3"X.030"ALUM.RISER PAN ROOF 3"X.030"ALUM.RISER PAN ROOF Services,Inc.
FL 16952 OR EQUIV. 2X3 2X3 FL 16952 OR EQUIV. 6272 Abbott Station Drive Unit 101
Zephyrhills,(1.33542
2X6 SMB 2X6 SMB
Phone:(813)788-5314
--_----
_ Fax:1-(866)-824-7894
2X33 "-1F Email:erb@fbcplans.com
Website:www.fbcplans.com
ij III III r�l C.O.A.-#29054
(n xll x; MFG.
MFG. 2X3 x ��� o ::N NII HOME DATE:11/24/2017
i - - HOME N N N N I X fV - O - m
11111H111 DRAWN BY:J.LUCAS
' - - REVISION: DATE:
2X3 2X3 2X3 I
1X3 RICK 1X3 ' RO 1
4"CO CRET SLAB 4"CONCR E SLAB RO 2
W/8' 8"FO TER W/8"X8"F OTER
PROPOSED RO3
3'-6" -6
5' 5' BRICK/CONCRETE
3' "
LANDING AND STEPS RO 4
10' 2' 10, W/ALUMINUM RAILING -
12 JOB NAME&ADDRESS:
REAR ELEVATION O'NEIL
SCREEN ROOM FRONT ELEVATION ZEPHYRRIDGE:LOT 31
37704 NEWPORT W/CARPORT SHOWN BEYOND CARPORT 37704 N DRIVE
_ W/SCREEN ROOM AND STEPS SHOWN BEYOND ZEPHYRHILLS,FL 33542
i
CONTRACTOR:
B&H CONSTRUCTION
{
PLANS & ELEVATIONS
30F3
S.M,B. DEPTH S,M,B. WEB TUBE WALL CORROSION RESISTANT UPLIFT I HEREBY CERTIFY THAT I HAVE REVIEWED
'H' WALL 'T' 'N' SIZE CAPACITY THIS PLAN AND FOUND IT TO BE IN
4' .045' .06' (2) 3/8' BOLTS, NUTS, WASHERS 1,720 LBS COMPLIANCE WITH ASCE 7-16,
• 5' .050' .06' (2) 3/8' BOLTS, NUTS, WASHERS 2,550 LBS FBC5THEDITION(2014)
6' .050' .06' (3) 3/8' BOLTS, NUTS, WASHERS 2,550 LBS RESIDENTIAL&EXISTING
7' .055' .06' (3) 3/8' BOLTS, NUTS, WASHERS 3,500 LBS
7' .055' .09' (3) 3/8' BOLTS, NUTS, WASHERS 3,600 LBS ` l,
7' .055' .125' (3) 3/8' BOLTS, NUTS, WASHERS 4,500 LBS `�� I��!
{ 8' ,072' .06' (4) 3/8' BOLTS, NUTS, WASHERS 5,500 LBS �� p E A (� /,
�`
8' .072' .09' (4) 3/8' BOLTS, NUTS, WASHERS 7,000 LBS � ••••••••
.072' .125' (4) 3/8' BOLTS, NUTS, WASHERS 7,000 LBS ' P••• ••• /
9' .072' .06' (4) 3/8' BOLTS, NUTS, WASHERS 7,000 LBS • CJ •
072' p9' (4) 3/8' BOLTS, NUTS, WASHERS 8.900 LBS_ j c(' Cp^ ••
't
12" .082' .125' (4) 3/8' BOLTS, NUTS, WASHERS 9.500 :0 O
APPROX .092 .125' (4) 3/8' BOLTS NUTS, WASHERS 1000 BS /' Q
RECOMMEND ALUMINUM FLASHING NOTE' OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER • J : O < O
INSTALLED UNDER DRIP EDGE SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED P
(1)#10X314 TEK SCREW AND 1"0 • Q •• �P Q' .v
ROOF IG NEOPRENE WASHER @ EACH RIB •n •• ;
ALUMINUM FLASHING ATTACHED a�> • • • �- , ' 1
W/#8 X 3/4"TEK SCREW AND 1"0 �RO E �� ,
NEOPRENE WASHER @ EACH RIB t,�
Z T- #10 X 3/4"TEK SCREW AND ENGIN$ 't$(5 '°tC CORD: \ .
4T ALUMINUM RISER PAN 1-1/40 NEO-PRENE WASHER 111E
4 PER PAN David W. Smith P.E.
HOST BEAM ' ATTACH PANS TO HEADER CHANNEL 3"X 12"ALUMINUM RISER PAN ROOF FLORIDA LICENSE NUMBER:53608
W/(4)#10 X 3/4"TEK SCREW PER PAN FL 16952 OR EQUIV.
(BOTTOM OR BACK OF PAN) =
7 •
FASTEN HEADER CHANNEL TO HOST BEAM Thomas L. Hanson P.E. E
J ,I• FLORIDA LICENSE NUMBER 38654
WITH 1/4"0 X 2-1/2"LAG SCREW @ 24"O.C., 2X SMB PER PLAN  `
) I BETWEEN FASCIA AND HEADER CHANNEL Mark Ronald Dunn,Jr.P.E.
CONNECTION W/(N)PER CHART FLORIDA LICENSE NUMBER 73968
_ r "3/8THRU BOLTS,WASHERS AND NUTS
RISER PAN ROOF t
CORROSION RESISTANT TYPICAL Joel Falardeau P.E. i
CONNECTION TO MFG. HOST BEAM ALUMINUM POST!COLUMN PER PLAN
FLORIDA LICENSE NUMBER:70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER:77605
ROOF, POST AND BEAM CONNECTION DETAIL = +
FBC Plans &Engineering
Services,Inc.
6272 Abbott Station Drive Unit 101 `
• Zephyrhills,fl.33542 [[
Phone:(813)788-5314
Fax:1-(866)-824-7894
Website:www.fbcplans.com
C.O.A.-#29054 = `
DATE:11/24/2017
REVISION:
ALUMINUM POSTS
FASTEN POST TO CONCRETE RU 1
l WITH INTERNAL BASE AND (2)3/8"THRU BOLTS
(4)3/8"CORROSION RESISTANT R02
CONCRETE ANCHORS WITH 11 GA.INTERNAL
MIN.2-3/4"EMBEDMENT AND ALUMINUM BASE RU 3
3"MIN.EDGE DISTANCE PREDRILL VERTICAL RU 4
FLANGES
a Y JOB NAME&ADDRESS:
a0 % O'NEIL
`'n• ZEPHYR RIDGE:LOT 31
(1)#5REBAR 37704 NEWPORT DRIVE
CONTINUOUS [
CONTINUOUNTINUOU S
ZEPHYRHILLS,FL 33542
POST TO FOOTER AND CONCRETE
C0NTRACT0R =
SLAB CONNECTION :
B&H CONSTRUCTION '
ALUMINUM CARPORT
DETAILS
• - - _ _ =li: `4" '! T '{ e.'.i: i i 1:' •I .51 _-I r _✓„ i
- - - �_- - � - - - -— .r�.r_y r_.r:_ � �lui :ir�.S�i. l� � ,�:.i.:..�l1.iJtst,:.f_�1�a�1 r�.,L - - - - - - - -�- - - - - _ — --
12" #10X314"TEK SCREW 3"X 12 I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
APPROX W/1-1/40 NEO-PRENE WASHER I I ALUMINUM RISER PAN ROOF COMPLIANCE WITH ASCE 7-16,
RECOMMEND ALUMINUM FLASHING 4 PER PAN @ EDGE BEAM
FBC 5TH EDITION(2014)
STIN
INSTALLED UNDER DRIP EDGE
AND 8"O.C.@ END BEAM RESIDENTIAL&EXISTING
EXISTING NEOPRENE WASHER @ EACH RIB ` -
ROOF EDGE/END BEAM ��, j�� •
ALUMINUM FLASHING ATTACHED IS THE SIZE �� p E A UI4
W/#8X3/4"TEK SCREWANDI"P1 AS UPRIGHT % `•••••••••• �/
� - NEOPRENE WASHER @ EACH RIB • _
• • �
? 4= ALUMINUM RISER PAN cD : 1 ' J
•
2XSMBIPATIO �. V ^�� • -
HOST BEAM ATTACH PANS TO HEADER CHANNEL EDGE/END BEAM PER PLAN J : J Q
W/(4)#10X3/4"TEK SCREW PER PAN • AZ z
(BOTTOM OR BACK OF PAN) - I I 1 I (4)#10X4"INTO SCREW BOSS �• Sj- : =
•� I I I � • v o �,
I ( FASTEN HEADER CHANNEL TO HOST BEAM II I 2X SMB/PATIO UPRIGHT PER PLAN ' •• •
WITH 1/40 X 2-1/2"LAG SCREW @ 24"O.C., I I 11 I , F�' � �!®
2 ROWS STAGGERED.STRIP SEALANT II III I I I �
y�
BETWEEN FASCIA AND HEADER CHANNEL
II II
•t
II II ENGINEER�OP RECORD:
RISER PAN ROOF �r� _
CONNECTION TO MFG. HOST BEAM ALUMINUM RISER PAN ROOF, POST, AND EDGE/ END BEAM - _
David W. Smith P.E.
CONNECTION DETAIL FLORIDA LICENSE NUMBER:53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654 •
2X2 MIN. Ronald Dunn,Jr. P.E.
(4)#10 X 2"INTO SCREW BOSS HINGE LOCATION FLORIDA LICENSE NUMBER:73968 _ s
1/4"H CONCRETE ANCHOR I O ij 1 1 1 O !2 IL a Joel Falardeau P.E. ' -
6„FROM END AND 24" I I- I I I I F a tr
O.C.BETWEEN COLUMNS a a a a FLORIDA LICENSE NUMBER:70667
W/2-3/4"MIN.EMBEDMENT
N N HINGE LOCATION Erik Stuart P.E.
FLORIDA LICENSE NUMBER:77605
1X3 OPEN BACK 1X3 OPE BACK FBC Plans&Engineering
j - �• ,. ,. - ,.1 . *- • '•:;, r;,� . - HINGE LOCATION - - Services,Inc
- -
• • CONCRETE,, f' ; !y CONCRETE r 6272 Abbott Station Drive Unit 101
••; = NOTES: Zephyrhills,11.33542
* •;�. r,.r:; � "' t' •;i 7 T.'- 1.HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 X 3/4"
;. - Phone:(813)788-5314 _ 1
•�'•••„':a.-0••-: .•�.':•''• � :�•�.•� TEK SCREW MINIMUM.
.. •'- •��••� �--^ Fax:1-(866)-824-7894
2.DOOR SHALL BE ATTACHED TO ENCLOSURE W/(2)HINGES Fax:Website.www.fbcplans.com _ .•
FRONT VIEW SIDE VIEW MINIMUM. C.O.A.-#29054
3.HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 X 3/4"
ALUMINUM 2X3 UPRIGHT BASE CONNECTION TEK SCREW.FASTEN AI"X2"X0.044"TO UPRIGHT
W/#12 X 1-1/2"TEK SCREW @ 12"O.C.AND WITHIN 3"FROM DATE:11/24/2017
END OF THE UPRIGHT.
•
TYPICAL SCREEN DOOR CONNECTION DETAIL REVISION:
RO 1
RO2 OPTION#2 RO3 1 - -
lb t
ALUMINUM COIL KICK 2X EDGE/END BEAM 0.062"ALUM.INTERNAL OR RO 4
1X OPEN BACK PLATE ATTACHED TO PER PLAN EXISTING WOOD EXTRENAL RECEIVING CHANNEL
ALUMINUM ALUMINUM MEMBER OPTION#1 I 1 W/ 4 #10 X 3/4"TEK SCREW
I FRAME WALL ( ) i r-- _
POST 1 W/(1)#10X3/4"TEK (4)#10 X 1-1/2 1 1 INTO BEAM OR UPRIGHT AND JOB NAME&ADDRESS'
PER PLAN ------ 0 O TEK SCREW INTO 1 (2)#12 X 3/4"TEK SCREW EACH
SCREW@8"O.C. � '
O'NEIL � -
FASTEN 1X OPEN ' _ SCREW BOSSES 1 I LEG INTO GIRT OR PURLIN _
BACK TO ALUMINUM M 1/4"!a LAG SCREW I I ZEPHYR RIDGE:LOT 31
POST W/#10 X 1-1/2" ----- W/1-U2"EMBEDMENT =______= I - 37704 NEWPORT DRIVE
TEK SCREW,3"FROM UPRIGHT OR BEAM MIN.6"FROM ENDS 2"X2"OR 2"X3" I I 2"X2"OR 2"X3" ZEPHYRHILLS,FL 33542 y v
TOP AND BOTTOM ALUMINUM •COIL • SNAP OR SELF 2"X2 X 1/8"X'BEAM DEPTH' AND 24"O.C. --- -------------
AND 12"O.C. KICICPLATE MATING OR HOLOW RECEIVING CHANNEL - _
W/(1)1/4"0 LAG SCREW I CONTRACTOR: - -'
W/1-1/2"EMBEDMENT MIN. 0.060"ANGLE CLIP UPRIGHT OR BEAM, 1
INTO WALL AND(4)#10X314" W/(2)#12 X 3/4"TEK I I B&H CONSTRUCTION
-------------- • TEK EACH SIDE INTO BEAM 1X OR 2X SNAP OR SELF MATING
PER PLAN SCREW EACH LEG 1 I OR HOLLOW
IX OPEN BACK TO ALUMINUM COIL KICK PLATE EDGE/END BEAM TO HOST STRUCTURE DETAIL
OPTION#3 _SCREEN ROOM - _ -
TO ALUMIUM MEMBER
ALUMINUM POST DETAIL CHAIR RAIL AND GIRT CONNECTIONS DETAILS -
- _ 1 •i;I :i ' �. ,I .h r - �-- - = -- 2 - ={L i.-; � 1 � - ;� I .7 I ') - _
��_ ut - - s. t�d - .��•eY� -- i�i[ � 1 vLi i._ 1F _= -- — _
• I HEREBY CERTIFY THAT I HAVE -'__ _
REVIEWED THIS PLAN AND FOUND IT
WOOD PLATFORM PLAN TYPE 1 STANDARD ALUMINUM MAXI-RAIL DESIGNED TO BE IN COMPLIANCE WITHASCE 7-16
PRODUCT APPROVAL CODE CHART 1 TO WITHSTAND 200LBS OF LATERAL LOAD AND FBC 5TH EDITION(2014)
•STRUCTURAL COMPONENTS
RESIDENTIAL AND EXISTING I -
J 4X4 P.T.AND BOLT OPTION: - -
P.T.2X6 PERIMETER JOIST FASTENED TO SIMPSON LUS JOIST HANGERS FL10655 HANDRAIL ATTACHED AT EACH PICKET ,1 I liii' t i - • '=
P.T.4X4 POSTS W/(2)3/8"0 STEEL BOLTS NOTE: W/(2)#10 X 3/a"CORROSION RESISTANT SCREWS '�, O E A U /''
••...•• /
6'-0"+!- •
ALL CONNECTORS AND FASTENERS PICKET SIZE AND SPACING SHALL NOT ALLOW � Q" .••c ••. /' =_ '
IN CONTACT W/TREATED WOOD PASSAGE OF A SPHERE 4"IN DIAMETER y v • J ••
= HOST STRUCTURE SHALL BE ZINC COATED GALVANIZED 5'O.C.MAX PER FBC R312 cr : (O �� •_
- f STEEL OR SIMPSON'ZMAX' TYPICAL 11 • ••
= I II TRIANGULAR OPENING SUCH THAT A :U /�� : - {
6"DIA.SPHERE WILL NOT PASS J . �� O
P.T-2X6 FLOOR JOISTS @ 16"O.C.FASTENED rPER FBC R312 EXCEPTION �P
„ 'I TO P.T.PERIMETER JOISTS W/SIMPSON LUS-26 •. Q' ;V
1 4X4 P.T. o OR EQUIVALENT,BOTH ENDS J f O : O •:
WD.POST co Q NEWEL POST n •� ��
FASTEN WOOD DECK PLANKING W/8d GALV. U /. • O�'
NAILS,2 PER BOARD @ EVERY JOIST a
FOR COMPOSITE DECK PLANKING USE
#10X2 SCREWS,2 PER BOARD @ EVERY JOIST• X '
SIMPSON ABU44 OR EQUIV. . ENGINEER OF RECORD:
W/1/2"WEDGE ANCHOR • - Q
3"EMBEDMENT(2000#UPLIFT) POST OPTION: FOR ALUMINUM a David W. Smith P.E.
(3)2X4 P.T.NAILED TOGETHER FLORIDA LICENSE NUMBER:53608 f
W/8d GALV.NAILS APPROX. OR VINYL RAILING
4"O.C.AND 6 PER 2X6 JOISTS. •
Thomas L. Hanson P.E.
POST CONNECTION TO CONCRETE SLAB FASTEN FLOOR JOISTS FLORIDA LICENSE NUMBER:38654 F
W/SIMPSON LUS HANGERS 1 -
[FASTEN TRPL.2X4 POST TO SLAB OR EQUIVALENT Mark Ronald Dunn,Jr.P.E. •
WITH 2"x2"x1/8"ANGLE NEWEL POST TOP AND BOTTOM RAIL EACH PICKET ATTACHED TO BOTTOM FLORIDA LICENSE NUMBER:73968
W/(2)1/4"TAPCONS,2"EMBEDMENT.
• 2X6 P.T.PERIMETER JOIST FASTEN TO CONCRETE ATTACHED TO NEWEL POSTS RAIL W/(2)#10 X 3/4"
FASTEN ANGLE TO POST SEE POST BASE OR STRUCTURAL POST PER PLAN CORROSION RESISTANT SCREWS Joel Falardeau P.E.
W/(2)#10x2"LAG SCREWS. I, CONNECTION DETAIL' W/1-1/2"X 1-1/2"X 3/16"ANGLE FLORIDA LICENSE NUMBER:70667 f -
WI(2)#10X314"TEK EACH FLANGE.
Ii ATTACHMENT TO BE AT UNDERSIDE •
(3)2X4 COMBINATION POST OF RAILING Erik Stuart P.E. •
,
FLORIDA LICENSE NUMBER:77605
•
RAILING/STEPS DETAILS PER FBC FBC Plans&Engineering I
i Services,Inc. '
5TH EDITION, 20 14 R3 1 1 .7 6272 Abbott Station Drive Unit 101
Zephyrhills,11.33542• Phone:(813)788-5314
NOTE: ALL BRICK DIMENSIONS ARE NOMINAL. Fax:1-(866)-824-7894 II•
NOTE' ALUMINUM STURCTURAL RAILINGS OR MAXIMUM RISER HEIGHT: 73/4" Website:www.Ibcplans.com
OTHER COMMERCIAL MANUFACTURED RAILING C.OA-#29054
THAT MEET FLORIDA BUILDING CODE REQUIREMENTS TREAD DEPTH: 10" MIN.
AND HAVE REQUIRED FLORIDA PRODUCT APPROVAL NUMBER
MAY BE SUBSTITUED IN LIEU OF TYPICAL CONSTRUCTION SHOWN. DATE:11/24/2017 _ •- - L.
- • •
STAIRS AND RAILINGS SHALL BE CONSTRUCTED IN COMPLIANCE WITH RISER HEIGHT=7-3/4"MAX. _
FBC 5TH EDITION (2014) SECTIONS R311 AND R312 HEIGHT DIFFERENCE BETWEEN RISERS SHALL REVISION: ` • - E
• NOT EXCEED 3/8". • i
TREAD DEPTH=10"MIN.(NOT INCLUDING NOSING) • RO 1 -
A NOSING NOT LESS THAN 3/4"AND NOT MORE THAN 1-1/4"
PRE-MANUFACTURED WELDED BASE, SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. RO 2 = • •
-` 2"X 2"ALUMINUM NEWEL POST ATTACH PER MANUFACTURES SPECS. RO 3
OR(4)3/16"0 MASONRY SCREW ANCHORS NOSING NOT REQUIRED WHERE TREAD DEPTH IS A MIN.OF 11 INCHES. •
W/2"MIN.EMBEDMENT AND 1-1/2"MIN. R04
EDGE DISTANCE 2-1/4"X 48"X 48"PRE-CAST ,
LANDING W/REBAR JOB NAME&ADDRESS:
r'�:: � s —__ _ z �._
ANGLES EACH =.~ ': �:.s j.. 2-1/4"PRE-CAST O'NEIL y
ATTACH STEPS TO CONCRETE @ :•3: 'ri'r .;•.; TREADS W/REBAR s
`� ::� `'i'�' ZEPHYR RIDGE:LOT 31
SLAB WITH 2"X2"X1/8"ANGLES CORNER(4) - . .
SECURED WITH 1/4"X2"TAPCON POST BASE 4"X 4"X 16"PRE-CAST 37704 NEWPORT DRIVE
INTO BOTTOM FLANGE AND SPLIT BRICKS,MORTARED
(2)#10X1"SCREWS INTO FIBERGLASS CONNECTION DETAIL ZEPHYRHILLS,FL 33542
TOP FLANGE STEPS a"CONCRETE SLAB s• CONTRACTOR: i _- _
Via•, a Y,'�.ya x;-�w .�• B&H CONSTRUCTION
ALTERNATIVE: TYPICAL STEPS WITH • - - - - .
-- _- _ FIBERGLASS STEP ATTACHMENT AND STEPS W/�RAILING - - '
PRECAST TREADS AND LANDING ` '
WOOD PLATFORM