HomeMy WebLinkAbout16-17850 CITY OF ZEPHYRHILLS
5335-8TH STREET
, . (8i3)78o-0020 17850 ;
BUILDING PERMIT �
PERMIT INFORMATION LOCATION INFORMATION I
Permit Number: 17850 Address: 4645 AIRPORT RD '
Permot Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. '
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Es�. Value: Parcel Number: 13-26-21-0080-00000-0020
Improv. Cost: 24,498.00 OWNER INFORMATION
Date Issued: 10/25/2016 Name: AMVETS POST 550 OF FLORIDA INC
Total Fees: 300.00 Address: 4645 AIRPORT RD
Amount Paid: 300.00 ZEPHYRHILLS, FL. 33542
Da#e Paid: 10/25/2016 Phone: 813-780-8180
Wor,'k Desc: CONSTRUCT ALUMINUM SCREEN RM W/VINYL WINODWS & ELECTRIC
CONTRACTOR S APPLICATION FEES
BAILEY ,CONTRACTING LLC BUILDING FEE 240.00
FIRST CLASS ELECTRIC INC ELECTRICAL FEE 60.00
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i Ins ections Re uired
FOOTER I 2ND ROUGH PLUMB MISC INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC. I
ROUGH E�ECTRIC LINTEL MISC MISC. ;
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. �
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB� SHEATHING MISC. MISC. '
CONSTRU�CTION POLE FRAME MISC. MISC. �
REINS,PECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
� entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for ;
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney�
� before recording your notice of commencement." !
Complete Plans, Specifications Must Accompany Application.All work shall be pertormed in accordance with
� City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
I NO OCCUPANCY BEFORE C.O. ,
�
CO T CTOR SIGNAT E PERMIT OFFI R
� PERMIT EXP RES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
� PROTECT CARD FRAM WEATHER
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• NOTICE Oi� COHFQNCEFlL'NT
State <�L �/• County of ` Q.SI'p
TiiH LJN�ERSIGNED hereby gives notice that improvement will be made to c�rtain �
real property, and in accordance with Chapter 713, Florida Statutes, the
following infornation is provided in this Notice of Commencemetit:
1. Descriptio�i of Property: Parcel No. /c3 'a�-z�"' �0��'"QQ�-�� '
`�Yn`f� l`J'i1"�J�_/�-CL• ��.f>�ll/!—/1/!!'S �/ ���L�Z
( egal descri�tion of the prop rty an street a�ress i� avai ab�le)
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2. General Description of Improvement /�Xc3`O cs�./''eP/1J �'�Zj�y�
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3. O���ncr Information: Name ��'/!/�� �t?�7' c�c�� ('�� /��ri�q,.,�iv�r
I�ddress 51(cy,s�/�,l�/�/� K� City 7c�[��� ,��,5 State %
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IInterest in Property: � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIBII
Idame of Fee Simple Titleholder: 2016158608
(If other than owner) �
Y
Address City State Q Z U � w
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�4 . Contractor: Name ��i ��c � (_p�J'-�r'S,�yf=1s!/q L.L e f/9 z U cA .J N O �
� Q � � = Q � �
aa�ess �ZQq �'z�/�/v�, city .,�,.,d ,i,-f<j�1 State . /. °' w� ~ cwn
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5. ��.�rety: Natne o �~�a V
�=00� as
Address City Stat2 � F—a W O �
Rcpt:1806501 Ree: 10.00 �
'1lmount of Bond: 5 D 5: 0.0 0 IT: 0.00 Q�O U �£ V
10/06/2016 J. R., Dpty Clerk p y- U m � +s-
6. ;Lender: Plame �.� � Z O J
oC �:.- �Q- � rw
Address City Statc � w p p= a Z
u- UU �r �
7. Persons within the State of Florida designated by Owner upon whcm u' � � O c� '
notices or o�her documents may be served as provided by Section � �Q J� J
7!3. 13( 1) (a) (7) , I'lorida Statutes: � W LL, �
H.�mc � �� O� p�.. [0
A.idress City State
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B. �In addition to himself, Owner designates 0� . ,o - j ���
of to receive a copy of =`�e �� ° :��1 ��,
Lienor's Notice as provided in Section 7.13.13(1? (b) , Florlda Statute:s. a °a�- '
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9. :'xpirn+ l�,n dnte �i 11c,LiCe o£ Commencement (the explraticn d.:te ia 1 ye�= o �. . , �
ir�m the c:ate uf recording unless a different date is specified. ) � . � w �- �
r .�{� �°°�' ° � x�
Sig:�ature of Owner:��S � -�rY�rr,aNd-�d' �OS / .S� d� �� . � ' �
Sworl to and subscribed before me this � day of �ctl�bP�t-� ���� �
20�_.
Notaiy Public: d�J � :�� ����'u��CA1lp£NTEM i
MAU��ON r FF21B558
MyC�:��,�;ssionExpires. �� � EXP��Skxao2.so�9
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PC9305I3048/A PQULR 5 0'NEIL,Ph D PRSCO CLEFK B COMPTROLLER
I 10/06/201 01:53 m 1 of 1Q
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� Bailey Contracting ��. , �
� 4209 Gall Blvd. !
� Zephyrhills, FL 33542 �
; 813-377-7395 !
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D�.te: O1/15/1S
Estimate completed by: Joel Bailey — Owner CBC 1256187
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Customer: Amvets Post 550 � �,
Address: 4645 Airport Rd. Zephyrhills Fl. 33542 ,
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This estimate is for the installation of a 16 ft. by 36 ft. scr.een room ,
attached to the east side of the building. This estimate includes;
Removal of existing concrete located by entry door.
All ground prep needed for the installation. �
Does not include if ariy, under ground utility work.
36 ft. by 1 S ft. Concrete slab with necessary footers as per. engineering.
3 in. Aluminum framed walls.
4 �in. Composite panel roof system. ,
Roof system includes gutter and downspouts.
A,11 engineering and permits required. ;
Cost includes needed vinal windows to complete roam. Contractor to donate
7 �iused windows at an estimated cost of$1330.00. $700.00 for solid doors. �
$1800.00 for elect outlets and exterior ceiling fans. Note; all volenteer labor �
w�ill be deducted off of total cost upan completion. ,
� Total = 24498.00 �
� LJipon Acceptance payments will be made : 20% down, 3Q% after permits are i
p,osted and work commences, 2�% after concrete is installed, 20% after i
s�t.icture is ready for roof system. With balance upon final inspection by city. �
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Gontractor: Date � - /.� ;
Agents mvets Post 550: t / � ,
� Signatures
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,D��-S�T o� -��
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813-7so-oozo City of Zephyrhills Permit Application Fax-813-780-0021
� Building Department
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Date Received � /�� �� � Phone Contact for Permittin r
Owrner's Idame �Q r�a( �[- t, Owner Phone Number , � � � ���� I
Owner's Address ��7s i�/' / L,, Owner Phone Idumber I
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Fee Simple Yitleholder Name Owner Phone Idumber
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Fee Simple Tigleholder Address
JOB�4DDRESS 7��5 r� o/T /�-4� LOT# �
sua�ivisio�, � PARCEL ID# � 3- ZCo• 2 / - (�p - OD Do-C7�yb
(OBTAINED FROAA PROPERTY TAX NOTICE)
WORK PROPOSED NEw CONSTR ADD LT �] SIGN � Q DEMOLISH
; � INSTALL � PAIR
PROPOSED USE 0 SFR Q COMM 0 OTHER
'rl'PE'OF CONSTRUCTION Q BLOCK - Q FRAME 0 STEEL Q / ' vi,.i
DESCRIPTIORI"OF WORK �G�CeQ/V '�d O/��
�UICDING SIZE l�O N S� SQ FOOTAGE S7 ,FIEIGHT ID �
QBUILDING $ �� C� � VALUATION'OFTOTALCONSI'RUCTION
o� 7
DELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C.
QPLUMBING $ ���L�nfY�.c� ✓
I � � �V D G. �/
QMEi HANICAL $ VALUATION OF MECHANICAL INSTALLATION j�C�,�_ �
OGAi Q ROOFING Q SPECIALTY 0 OTHER ���"W��G S � ;
/C�� r/
FIiVISHED.FLOOR ELEVATIOIVS FLOOD ZONE AREA �YES NO �
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�UILDER I '. O k� �v� COIN,PAPJY i!� . L.L C.►.
SIGPli4TUi2E G`"�� `�`'�`
REGISTERED Y/ N FEE CURRE� /N
Addres I 7zU � CTti�� ��� '` ��yZ License# (r z� T
ELECTRICIAFf � �d ��F,CORfiPARJY � � ( � ��J � �C
SIGfVATURE ���?'�-� " REGISTERED Y/ N FEE CURRE� Y/N
Address � � e�,,d'- r License# �d a Z.'�J'_�Q
PLUM�ER, COMP�4P1Y
SICsN�TURE �REGISTERED Y�/ N FEE CURRE� � Y/N
Address License#
MECH,APIICAL COMP�►IdY
SIGPIATURE� REGISTERED Y J N F.EE CURRE� Y/N
�idiires� - � License#
;;,, � .
O'THER� � � , COAAPANY
SIGWA7iURE�'; REGISTERED Y/ N FEE CURRE� Y/N
c;. ' �
Address. _ •- � License#
_ RESIDEPlTIAL ' Attacfi.(2);Plot°Plans;>(2)sefs of 6uilding=Plans;(1)�set ofEnergy Fo�ms;R-O-W Permit,fot new.construction,
, -, , �r•>Minimum ten�.(;10)working,days afte�:§u6mittai-date. 'Required'onsite;�Construction Plans,Stormwater Plans w/Silt Fence installed,
� Sanitary;Facilities.&;lvdumpster,Site;Work Permit for.subdivlsions/large:projects �
CORNNiERCI,�L Attach`(2)cortiplete sets of Builiiing�Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
� Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Pians w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit fo��all new projects.All commercial requirements must meet compliance
SIGN PERMPT Attach+(2)�sets of,Engineer�d Rlans. ;
"'",PROPERTY SURVEY required for_all NEW construction.
Direc4ions: .. ,. -. , ,
Fill:out application completely. '
Ovimer&Contractor sign back of application,notarized
If over$2500,a Idotice of Commencement is requireo1. (A/C upgrades over$7500)
°* Agent.(forth�eeoF1'tFaotoF)•or-�Rower:of AEtorRey�(for;tfieorivner)would be someone with notarized letter from owner authorizing same
7HE COU�Trihr,S��a'��tyr,.,T••�ii rra:Y 'x=�'0`+: � � ... _._.. . _..,....-..__... ..». ...._.._.«._ e
OVER: ER PERMIT'PIPIC . (copy-.gf;'codt��ct-�equired) � "+ � � � - ��'�..
Reroofs f #�%�*nr�ewers`-''�f'"S$"hiic'e'lf ' � ,.,, ,. ,v a .. � .: ��-, , � }
i shingle� pgrad�s.,i4/O Fences(PlobSurvey/Footage) _ r=. . _i
I i S�7:Sk r,^: :.w9 A�aazt+£,r; .n�,�-�,� t �;�, , .. , , ��, r�r:i,, , i_:
Drlveweys-Not�over�Co�nte`1f�n�putYlic roadways needs ROW � � . .,, .�� � '-3''�' � � • .''�,` 'i
I . . . . . . _ .a�awa..wa.�«...�...,.....«...,r..: .,... ..-....»... 2.,..-....,.�
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NOTICE OF DEEID RE$TRICTIONS: The undersigned unders$ands.that.#his:permit may be;subject to°deed°restrictibns"'',;��`;
...t,�..,_,.,:,�
whic.h.:may,be�.mare=cestrictixe.than=.County:regula#ions:-SThe<:uniietsigned-assurrie`s``���esponsibEHty�for=comptia`nce witti-any�`:`=
applicable deed restrictions. � ' ` , � , � :�.a�: . ,.A
UNl�JGENSED;�CQNTR�ACT,ORS AND C{�id'TRAGTaR RES�ONSIBlL1TIES: tf #fie-owriees�lias�liired�=aYcontractor or
contractors to undertake work,4they,may,:be ceguired ta be,licensed in accardanae with state and_lacal.regu,latians'.-`If:tFie:�:`�r
contractor is not licensed as.r.equired li'y�law, botti"the owner�and'�contractor=:rri'ay�be�•cited�ufor=�a�'misdemeanor v1olation �
under state iaw. If the owner ar intended confr,�ctgr are uncertain as to what licensing requireirtents'may.,apply�for:r.the,�,:`".
intended�wark;�they are advise�d to contact'the Pasco Caunty Building Inspection Division-Licen'sing Section at 727=847-
8U09. Furthermore, if the owner has hired'a coritractor or cont�actors, he is advised to�;`have the contractar{s} sign;.;, ;
portions of the "contractar Black° of this application,_for which they.will.be.r.esponsible: -ff.-yau, as`�jthe�owner�sign as-�the'-�'` ,,
contractor, that may be an indication that he is�nat praperly licensed and is not entitie�l to perrnitting privileges in,Pasco,�.
Caunty. . _ .:. .. .. . ... ,.:�a-�;:;,.�:
TRANSPORTATION IMPACI'/UTILITIES IMPACT AND-RESOURCE RECOVERY FEES:'The undersigned understands
that Transportation Impact Fees and Recou�se Recovery Fees may.;appty to the construction.af new builciings, change'of=�-`�' =
use in existing buildings, or expansion of;;existing buildings, as specified in Pasco Caunty Ordinance number 89-07 and �
90-07, as amended. The undersigned aiso understands, that sueh-fees, as inay�be.due, wiit be identifed at`�tf�e°�#ime.-of=�-` �
permifiting. it is further understood that Transportation�Impact Fees and Resource,�Recovery,..Fees must be.paid prior to =
receiving a "cectificate of occupancy" or final..p_,ower release. !f the project�.does not involve a cettificate af occupaney-.or�:�'�'
finaf pawer release, the fees.must be paid prior to pecmit issuance. Furthe�mare,_.if,Pasca County W;aterlSewer�tmpact,�,�,
fees are due, tfiey must be paid prior to permit issuance fn acaordance witfi�applicable P'asco County ordinances.
GONSTRUCTION LtEN I.AVU{Chapter 793; Ffarida Statutes,as amended): If vaivation af work is$2,500AO.;oc-more,.l�r,,�
certify that I, the applicant, have been_ provided with a copy_ of �the °Florida Construetion Lien Law,=-Homeowner's �
Protection Guide" prepared by the Florida DepaRment of Agriculture and Cansumer Affairs. If the applicant is someone,
other than the"owner", 1 certify that I have obtained a copy of the_abave tlescri6ed''document and promise�:in good�.faitii�.to'_
deliver.�it.to tlie"owner"prior to commencement. ' � ' �
CONTRACTOR'SJt?V�NER'S AFFIQAVIT:�I:ce�fify.that.atl the information in this apptication is accurate and that ail work
will be done in compliance with all applicable laws regulating construction, zoning and land-development. Application�is
hereby made to ab#ain a _permit to do wark and 9nstallatiart as indicated. 1 certify fFtat no work or irisfalla#ion-=has
commenceii prior to issuance of a permit and that all work will be performed ta meet standacds of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction: ! also
certify that 1 understand that the regula#ions.a#other government agencies may apply to the intended work, and that it is
my responsibility#a identify what actions I must take to be in compliance. Such agencies include but are nat limited,to:
- Department of Env3ronmental°Protection-Cypress Bayheads, Wetland Areas and Eiivironmentally $ensifive
Lands,WaterM/astewater Treatment.
- Sauthwest Florida Water Management District:Wells, Cypress 8ayheads, Wetland Areas, AI#ering
Watercourses. ,
- Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
- Depa�tment of Health & Rehabilitative Services/Enviranmental..Hea1#h Unit:Wells,,.Wastewafer Treatment,-
Septic 7anks. -
- US Environmental Protection Agency-Asbestos abatement,
- Federal Aviation Authority-Runways. �
I understand that the#ollowing restrictions apply fo the use of fill: �
-� Use of fill is nat a(lowed in Ftood Zone uV"unless expressly.permitted.
- If the fill material is to be used in,Flood 2one "A°, it is understood that a drainage plan addressing a
"compensating volume"wi11 be submitte� at time of permitting which is prepared by a prafessional engineer "
licensed by the State of Flarida. " �
- If the �!I material is #o be used in Fload Zane °A" in connection_with a permitted building using stem wai{
- construction, I certify tha#.fill will be used only ta fill#he area within the stem wall. " .
- If fill material is to be used in any area, I certify that use of�such fill will nat adversely affect adjacent
properties. If use of fill is faund to adversely a.ffect adjacent properties, the awner rrtay be cited far violating
the conditions'of the��:building permif�issued under-the attached permit application, for lots less than one (1)
acre whicti are elevated by�ll, 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 conditians set forth in
this affidavit prior#o commencing�construction. I.understand that a separate permit may be required for electrica!wark,
ptum6ing, signs, weits, poals, air conditioning, gas, or�other�'instailations not specifically inciuded in the appliaation. A , ,
permit issued shall.be construed to be a license ta proceed�with the work and�no# as authority to�vialate,..cancel, alter, or
set aside any pravisions of�tiie technical codes, nar shatl issuance af a permit prevent fhe Building Official from thereafter
requiring a aarrection of errors in.plans; construction or violations of any-codes. Every�permit issued shall become invalid
unless the wo�k authorized by such permit is corrtmenced within six months o#permit Issuance, or if work authorized by
the permit is suspended.ar abandoned for a period,of six(6}months after the time#he wark is�commenced. An extension ` '
may be requested, in wri#ing,_from the Building=0fficial far�a.period not to�exceed•ninety (90) days and will demonstrate
justifiable cause for fhe extension. tf work ceases for ninety{94)cansecutive days,the job is considered abandoned.�
WARNING Tt? OWNER: YOUR FAI�URE TQ RECQRD.A.NK}TtCE OF CONlMENGEMENT MAY RESU�T IN YQUR '
PAYiNG TWiCE FC1R iMPR'OVEIVIENTS,TO YO,UR.PROPERTY:..IF YOU.-,INTEND TO,ABTAIN sFINANCING�CONSULT
WITH YOUR�LENDER OR AN ATPORNEY.BEFORE�RECOR�MNG Y�UR NOTIGE OF'COMMENCEMENT:
--- �—=-F�QRtDA-JURAT{F.S. :Q3; -- - - . _ _ _ _ �_--=-- -- ----�- --- �.�____,
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OWNER OR AGENT GONTEtAC
Sabscribed�nd�s�ar o(or a�stme }before m tp s Su6scribe and s � to{or afflrmed)before me_thfs
..��2i� .,� Y
Who is/are personally known ta me or has/have produced ' Who Is/are personally known to me or haslhave produced
. as iden�fica�on. � ��::_ as Iden�fication.
�d�rt�fG' ��,�2P�'��f�' Notary Public �c{��✓ /L x ���OU,�r`'�-- Nota Public
Cocnmisslon No. �«. Comm[ssion No. :`�*���`•. ��'��Q����f�
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me of N ped, ' ,Stam��P�RES Apr�07.Ztsi9 Name of Nota # .�P�� sw�ar«�e s�nr..-M*
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I TREE AT CORNER IOCATION--��� 143.13 iNtET
FD. 1/2" IR �LB10� (M10NESS CORNER)
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CORNER LOCATION i. ���y�s
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City of Zephyrhills
BUILDING PLAN REV�:EW COI�ZMENTS
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Contracto�/Homeowner: /-��rJ�f'S �C�S� J� � �l �/�q /ivC.
Date Received; la �`� I (
Site: '�'�S �//��Oi�.'% �0/�-�•
Permit Ty,pe: ���/eE�ilf ��
Approved wlno comments: Approved wlthe below cornments: ❑ Denied w/the below camments: ❑ ;
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General Notes HOT DIPPED GALVANIZED. I HEREBY CERTIFY THAT I HAVE REVIEWED
A.CONCRETE&FOUNDATION DESIGN: 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 4.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY THIS PLAN AND FOUND IT TO BE IN
BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR.- COMPLIANCE WITH ASCE 7-10&FBC 5TH
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL EDITION(2014)RESIDENTIAL&EXISTING
PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, FL
F
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST. - -
MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. OTHERWISE
IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN r
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURERS
i 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
OI
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 BE APPLIED IN CONDITIONS ACCEPTABLE TO E
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. GRADE#5 OR BETTER ZINC PLATED. SCREEN ROOM ON NEW CONCRETE SLAB
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 J1
FOLLOWING: - 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES DESIGN DATA:
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR 1. ULTIMATE DESIGN WIND SPEED Vult(3 SECOND GUST): 150 MPH
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS. NOMINAL DESIGN WIND SPEED Vasd: 120 MPH
3/4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. 2. RISK CATEGORY. III
AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS PROFESSIONAL ENGINEER SEAL
3. WIND EXPOSURE: B L
WATER REDUCING AGENT-ASTM C 494. G-185.
4. WIND LOADS:
SOLID ROOF(MWFRS): 23 PSF CLEAN POTABLE WATER 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL ENGINEER OF RECORD:
OTHER ADMIXTURES SHALL NOT BE PERMITTED. - BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2 SCREEN WALLS: 27 PSF
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHER WISE
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN David W. Smith P.E.
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS: 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013 FLORIDA LICENSE NUMBER:53608
2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM E119 119 OR EQUIVALENT DENSITY SCREEN MESH: 0.88
RECOMMENDATIONS. ASTM E 1300 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASCE 7-10-10 7. LIVE LOAD: i f
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, Thomas L. Hanson P.E.
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B 300 lb.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
SPALLING OR OTHER DETERIORATION. ASTM C94 = 200 lb.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. FLORIDA LICENSE NUMBER:38654
ASTM C150
B.MASONRY: ASTM C33 8. FOUNDATIONS PER"A"OF GENERAL NOTES AND SITE SPECIFIC DETAIL �-
ASTM C260
I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C494 9. SCREEN ROOF TYPE: N A Mark Ronald Dunn,Jr.P.E. r_
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM A615
10. SOLID ROOF TYPE: 4"X48"COMPOSITE PANEL ROOF,FL 2291 OR EQ. FLORIDA LICENSE NUMBER:73968
TYPE M OR S MORTAR. ASTM A185
2.ALL MORTAR SHALL BE OF TYPE M OR S.
FLORIDA BUILDING CODE 2014 (CHAPTERS 16,20 AND 23)
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE 5TH
-
MAXIMUM COARSE AGGREGATE SIZE OF 3/8"_ - 01ALM EDITION
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 2010 ALUMINUM DESIGN MANUAL Joel Falardeau P.E.
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS: FLORIDA LICENSE NUMBER.70667
HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT
C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS FBC Plans&Engineering
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1.SIM-SSIMILARCAL ALUMINUM STRUCTURAL MEMBERS Services,Inc.
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A
3.UON-UNLESS OTHERWISE NOTED
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 6272 Abbott Station Drive Unit 101 6 CONTINUOUS CONT- - - HOLLOW SECTIONS
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 4. Zephyrhills,fl.33542
5.VIF—VERIFY IN FIELD
0.024"SHALL APPLY. 2 x 2: ----------------------------2"x 2"x 0.044" Phone:(813)788-5314
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- G.RESPONSIBILITY: 3 X 2:--------- ----------------3"x 2"x 0.050" Fax:1-(866)-824-7894
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2 x 3:- ------------------------2"x 3"x 0.050"
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:--------------- --------------2"x 3"x 0.070" Website:www.fbcplans.com
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CODES,LOCAL ORDINANCES,ETC. 5 2 x 4:---- ------------ -2"x 4"x 0.050"
FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2010 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 5:--- ------- 2"x 5"x 0.050"
PREPARED BY THE ALUMINUM ASSOCIATION, -
NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN DRAWN BY:
INC.WASHINGTON D.C.THE 2014 FLORIDA BUILDING CODE 5TH DRAWINGS,FABRICATED ITEMS,ORACTUAL FIELD
EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 - CONDITIONS. OPEN BACK SECTIONS DATE: 10/04//16 1-
ALUMINUM). 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:------------------------------------1"x 2"x 0.040"
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 1 x 3:---------------------------------------1"x 3"x 0.045' REVISION: DATE:
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONTRACTOR.
SEPARATION. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED RO 1 L-
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS I
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF RO 2
MANUFACTURER. 2x2 Z Snap:------------------------2"x 2"x 0.045"
USING#12 SPACING MAY BE 24"ON CENTER. 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BYA 2 x 3 Snap: 2"x 3"x 0.050"
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY
STANDARD -"-----"---------`--------- RO 3
LICENSED P.E.IN ACCORDANCE WITH i
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING 2 x 4 Snap:-----------------------------2"x 4"x 0.045"
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND ENGINEERING PRACTICES. RO 4
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT Is SELF MATING(SMB)WHEN PANEL IS INSTALLED. H.MISCELLANEOUS: PROJECT ADDRESS:
D.FASTENERS: 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:--_____--_________ 2"x 4"x 0.044"x 0.100"
MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 5 SMB:-------------------- 2"x 5"x 0.050"x 0.118'
L ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE WITHOUT A MANUFACTURER'S HOST BEAM.UNITS BUILT PRIOR AMVETS POST 550
300 18-8,WITH STANDARD FLAT WASHER UNLESS 2 x 6 SMB:----------------- 2'x 6'x 0.050"x 0.120" 4645 AIRPORT RD.
TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE 2 x 7 SMB:-_____________-__ 2"x 7"x 0.057"x 0.120"
1 - SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED ZEPHYRHILLS, FL 33542
WITH ACQ PRESSURE TREATED WOOD. ON THE MANUFACTURED HOME. 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
Z. - i
IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA THE 2 x 9 SMB:------- - - 2"x 9"X 0.072"x 0.224"
FLAT WASHERS AND NUTS.
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:--- - ----- 2'x 10'x 0.092'X 0.374"
3.ALL CONCRETE SCREWS SHALL,OR APPRSIMPSOVED
DEQ BAWL, BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE CONTRACTOR:
• T=APCON,REDHEAD,DYNABOLT, APPROVED EQUAL• 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE R 4501.17 IN ITS ENTIRETY.
3.EMERGENCY ESCAPE&RESEUE OPENING PER FBC R310.1 BAILEY CONTRACTING, LLC
ALL WORK SHALL COMPLY WITH - OFFICIAL REVIEVVs� �t/
� E T$� &BUILDING [
PREVAILING CODES
FLORIDA BUILDING CODE, CITY OF ZEP RHI
NATIONAL ELECTRIC CODE,AND PLAN MINER
CLZY OF ZEPbWR UU.S-ORDUs&ANCES NOTES
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__________________________________________________ _______
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN =
COMPLIANCE WITH ASCE 7-10&FBC STH _
EDITION(2014)RESIDENTIAL&EXISTING
C I - - ' I
- 4 "
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD:
�xts-��N7 igloelC �,ifg tl �� David W. Smith P.E.
cf FLORIDA LICENSE NUMBER.53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
Mark Ronald Dunn,Jr.P.E.
FLORIDA LICENSE NUMBER:73968
DuNoi9 TI D/v PL iV
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER:70667 r
FBC Plans&Engineering
Services,Inc.
6272 Abbott Station Drive Unit 101
L CUNa`'L ..S(4 Zephyrhills,fl.33542
Phone:(813)788-5314 -
W I rff 1.2 x 12 F-OD1-CC Fax:1-(866)-824-7894
email:erb@fbcplans.com -
j f 1j Website:www.fbcplans.com
!K C.O.A.-#29054 L -
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` DRAWN BY: W.P.
-p!z DATE: 10/04//16
- 1
REVISION: DATE: -
•
RO 1
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RO3 1
RO4
PROJECT ADDRESS:
AMVETS POST 55O
4645 AIRPORT RD.
ZEPHYRHILLS, FL 33542
CONTRACTOR:
BAILEY CONTRACTING, LLC
PLAN&ELEVATIONS !
SCREEN ROOM
--- - — - -- - - -- — - --- - - - _.LLoi.jt'.�hi;≤._iiiL111u.1r��.as�s.+.� .�� ..`.,1- _E..iL � ._ ..�LL{aayi.iLl,�.a��:4.:J�_ililiiL�.a:ii..•�y.d - -- - - —� �� � - -� - - - - - - - — - - - -
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANC&WITH ASCE 7-10&FBC 5TH
EDITION(2014)RESIDENTIAL&EXISTING ![[
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Ty P. t 13 LZ'K PROFESSIONAL ENGINEER SEAL
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Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
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FLORIDA LICENSE NUMBER:73968
Joel Falardeau P.E.
( ?'p'4ddk '`n X •D3D ComPO5f ?AN - 1COF FLORIDA LICENSE NUMBER 70667
FBC Plans&Engineering
EX lsT, t �c Services,Inc. t
6272 Abbott Station Drive Unit 101
$1.OG l<
Zephyrhills,fl.33542
W A 1,12 x 3•�� Phone:(813)788-5314
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DRAWNBY: W.P.
DATE: 10/04//16
REVISION: DATE:
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PROJECT ADDRESS:
AMVETS POST 550
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BAILEY CONTRACTING, LLC
PLAN&ELEVATIONS
SCREEN ROOM
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