HomeMy WebLinkAbout15-16788 CITY'OF�PHYRHILLS � •
5335-8TH STREET
. (si3)�so-oozo 16788
- � BUILDING PERMIT
PERMIT INFORMATION - - �LOCATION INFORMATION
Permit-Number: 16788 Address: 39537 VALDERRAMA LN LT202 '
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: RV PARK Lot(s):202 Block: Section:
Square Feet: Subdivision: MAJESTIC OAKS
Est. Value: Parcel Number: 24-26-21-0000-00100-0090
Improv. Cost: 6,500.00 . ' . OWNER INFORMATION
Date Issued: 12/01/2015 Name: NHC-FL115 LLC
Total Fees: 105.00 Address: 39537 VALDERRAMA LANE
Amount Paid: 105.00 ZEPHYRHILLS, FL. 33542
Date Paid: 12/01/2015 Phone: 813-783-7518
Work Desc: SHED & CARPORT 14 X 38
CONTRACTOR S APPLICATION FEES _
UN TATE A UM UMN INC B ILD NG FEE 105.00
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� ' Ins ections Re uired
FOOTER 2ND ROU H PL MB MISC INSULATION CEILING
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: (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 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
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
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. OR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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City of Zephyrhills
BIJILDING PLAN REVIEW C0�1�IMENTS
Contractor/Horneowner: {'�S� �� � ��
Date Received: � � - � �— ��
Site. � t jJ"r�� ,I/a.,�L��2e�n'tGc.__
Permit Type: � � x, c� � �� �.G� � ��D��
Approved w/no commenta: Approved w/the below cornments: 0 Denied wlthe below comrnents: ❑
This comment sheet shall be kept with the permit and/ar plans.
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Kalvin S itz - � s Examiner Date Contractor and/or Homeowner
(Required when comments are present)
813-780-0020 City of Zephyrhills �ecmit Application �ax 813-780-0021
Building bepartment
Date Recelved -� 'Z�-j� Phane•Cantact for Permittin -
�s � ��
Owner's Name `r-�"L.7 Owner Phone Number �
pWner'S qddress ~ � Owner Phone Number � �
Fee Slmpls Tltleholder Nams �� � Owner Rhoae Number � �
Fee Simple 7ltReholder Address
JOB ADDRESS �� / \ � C7 LOT# ��
SUBptVISIQN � I PARCEL ID#
(08TA1NED FROM PRBPERTY TAX NOTICE)
WORK PR4POSED NEW CONSTR RDDtAt�T Q S1GN Q [� DEMOLiSN
� INSTAl.L 8 REPAlR
PROPOSED�USE Q 8FR �] CQMM � OTHER
TYPE OF CONSTRUCTION Q BLOGK " Q FRAME [� STEE� Q
DESCRIPTION dF WORK � �D�SQ `�V�✓�'V
BliiLDING S1ZE ��'� �����-SQ FOOTAGE� HEIGHT �___�
�UILQING � ����`�� VALUATIOiV�OF T07AL CONS7RIJCTIQN
u
QELECTRICAI �^ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
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OPLUM8ING $ ' �?� �--� ��,A
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QMECHANICAL $ VALUATlON dF MEGNANIGAL lNSTA4.LATlQN �} /�)� � /
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GAS t�,/ �✓
Q Q ROQFING Q SPECIALTY � OTHER ���,�
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FINISHED FLOQR ELEVATIONS FLOOQ ZONE AREA �YES N{? � f�� �j�
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BUILDER COMPANY � �L'�s �4.3J�'��
31GNAT RE�ISTERED Y! N �E Cut�n Y 1 N
Address License# � �
ELECTRIClAk COMPANY
SIGNATURE y REGlSTERED Y 1 N FEE CURREt� Y t N
������ Lfcense# � ��
PLUMBER �pMp�,�y
SIGNATURE �� REG!$TERED Y/ N FEE CURREI� Y i 3V
Address License# �� • —�
AAECHANlCAL COMPANY
SIGNATURE REGISTERED Y! N FeE cuRRE� Y!N
Address license# �� ��
07HER COMPANY
SiGNATURE REGISTERED Y/ N . FEE CURRE4� Y!N
Address - . License# � ��
RESIDENTIAL Attach(2)Plof Plans;(2�'sets of-6ullding'Plans;(1}set af EriergytFarms;R-O-W Pennit for new canstructian,
Mlnlmum,ten(10),working days_after,submittal date. Requfred onsite,Cons#r'ucdon Plans;Stormwater Plans w/Siit Fence I�stalled,
Sanitary Facilitles.;&-1 adumpster,Site�Wark�Rermit far subdivisionsllarge projects �
COMMERCIAL Attach{3)complete'sets of Sulliiing Plans plus a life Safety Page;(1)set of Energ}r Fotms.R-O W Pecmtt for new construotion.
Mfnimum ten(10)working days after submittal date. Required onsite,Construcdon Plans,Stormwater Plans w/Salt Fence installed,
Sanifary Facitifies&1 dumpster.Site Woric Re.rmtt for all new projects.All cammercial requirements must meet compliance
SlGN PEEtMlT Attach(2j sets of Erigiiieeced Plans. .: �. � - �
"'*"PROPERTI'SURVEY required for all NEW construcdon. "��`.R
; Ditectlans:
FIII out applicadon campletely.
Uwner 8 Contractor sign back of applicatlon,nota�ized
lf over 52540,a Notice af Cammencemerit is reqoired.'.(ArC opgradas,over�7500j
" Rgent{for the canUaotor)or Pa�iG�r'"cif A�foiriey�for�ttie.owner)woutd be,§omeone with notarized letter from owner authorizing same
DVER THE COUNTER PEI�MITfiK� �.,'(Frorit of Applicat3bn Only}:.,, • ;. `t
Reroofs if shingles Sewers + Service`Upgrade's A!C Fences(PlobSunreylFoatage)
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d�rivaways-Not aver Counter if�or�p0513a"ibaifviray`s:.needs i20tiV ������ �
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NOTICE OF DEED RESTRICTIQNS; The undetsigned.andet:�tands��th�t�this,pectnit.may be,subJecfi to"deed"res#rlctions"
which may be:more-r.estirictfve�th�n Gounty�r7egulations:�TFie=underslgned assurries�responsitiiHty for.compilance�wttfi"any
applicable deed restticHons. , - � { , . .
UNLiCENSED Ct3NTRACTORS AND CCtNTRACTOR RESPONSIBiL1T1ES: �•ff the awner has hired�a contractor or
cvntractors to undertake work, #hey may be.°r.�quired:_to_be��ltcensed in accardance.with state.and•local regulations. °If the
contcactor fs no# 1lcensed as�reguired`'6y lavfr, bath the awner and cont�actor-=may be�cited-for=a�-misdemeanor vloia�ion
under state law. If the awner or intended contractor;are;uncertain as to what Iicensing.requirements may apply.:for''the
intended wark; they are advlsed to contact ttie Pasco County Building"tn"spectRon Div!_sloi�—Licensing Sec#!on at?27-847-
8009. Fu�thermore, if the awrter has hli�eil a contractor or�contractors, he is advlsed fo have the cantractar(s).,sign
portions of the "contractor Block" of this application for which.they wlll be tesponstble. if yau,-as.#he ovurie"r"sign�as'the
contractar, Ehat may be an i�idicatlan that=he Is•not.prope�y licensed and is.,not enti�eti to petmitting p�iirileges M Pasco
County. ;, , ,. . • � . . ,�� ,
TRANSPORTATI4N.IMPACT/UT1!lTIES=IMPAC'�ANC!RESClURCE I�ECt?VERY�FEES; The undersigned understands
that Transportatio� impact Fees and.Recouirse Recovery.Fees may>appty�to�the constnuction of new buildings,.�change of
use in exisNng buildings, or-expansion�of�.exi§tin,g�6uiltlings, as specified.in Pasco County Or�dinance number 89-07 and
90-07� as amended. The underslgned atso.understands, fhalt:�such fees.<as��may.$e:de�e;:,w111::be Iderit�fied at the=time af �
pe�miktf�g. It is fuirkher understood that Tra�sportation Impact Fees and�Resource Recovery�Fees:�mu's# be pald priar to
rece�ving a"certi�cate.of occupancy" ar final�power.�release. :4f-the pro�ect;:does nat lnvolve,a=.certi�tcafe of occupancy.or�� -
final power release;.the fees,mu�t be paid prtor to permit issuance. F�r.thermare;�ff Pasco�.Counfy-1Nater/Sewer�=Impact �
fees are due,..they�must be�paid prlor to permtt-Issuanee�ln accordance wtth�appitcable_Pasco County o�dinances,
CONSTRUCTION L`tEN"EAW(Cfiapter 713�Ftorlda,Statutes�as amendedy: �f vatuatian of work9s;$2,50d.00 or more, t ,
certify that I, the„applicant,_ have-been provlded�inrith. a-copy of fhe "�'lorida� ConsUuction�tien�L`aw--Horr�,eowner's
Protectlon GuideA prepared by tFie Flor�da Depa�kmenf of Agrlc.Wture and Cansumer Affalr�. #f#h�.appttcant 1s someone
other#han the"owner", I certifj►that I have.obtained'a oopy;of,the:abave described docui�ent�and.promise in.gaod�faith to ,
deliver it to the:"owner."priac#a�commencement: . .
CONTttACTOR'S1nWNER'S AFFtDAViT: i.ceitify.that atl th�•ir►formation in this application is_aacurate and fhat ail work
will�be done in compiiance with all applicable�laws regulating aonstruction� zoning and�land devetvpment. Application is
hereby macfe ta obtain .a pernnit to do. wark..and installation as ind[cated:� `1 certify�that no wark=or InstaEla#[on has
commenced p�(or #o Issuance of a permit and that.all work will be pertormed to meet standards of all laws regulating-
cons#ructian, Gounty and City codes, zoning regutattons, and tand devebpment regulaUons-in the Jurisdtc#ian. ! a4'so
certify that 1 understand that the regulafions of other government agencies may�apply�#o the intended woric, and that it is
my responsibility to iden#ify•what.acttons!must take to bedn:.car�pliance; S.uch agenoles-Include bwt are.not Itmited to:
- Depactment of E�vironmerital ProtectCon=Cypress:Bayheads, 1Nettant3 Areas and Environr�entatiy SensEtive
Lands,WatedWas#ewater Treatment. �
- Sauthwest Florida Water Management .District WeHs, Cypress. Bay.heads; Wetiand Areas, Altering
Watercourses.
- Army•Co�ps�Q�Enginee�s-Seawalls�Docks, Navigalile VVaterways.
- , Clepa�#ment af Nealth� & Rehabllitative SeniicesJEmrironmenfal Nealth Uitit Wells,_Wasteu�ater�Treatment,
Septtc Tanks: � - . �
- US Envi�onmental Pratectian Agency-Asbestas-abatement. � � -_ .
- Federal Aylatlon.Authority=Runways. - � - � -,
i understand that the foilowing;restNctions aPply ta the use of flA:
- Use af fili is�not aliowed in Fioad 2one"V"untess�expressly permitted.
- If the fill material is-to.be used'In.��Iood Zone. "A", (#. is understaad that-a drainage plan addressing a
"compensating valume"will be submltted at#Ime af permltttng whiGh Is prepared by a professtonal engirieer
I(censed by the,State of Florida:
� If the flt material._is..ta .be_used in Ffood �one "A" In>connec�Eon�wlth�a �ermitted buHd#ng using stem wai!
� construction,, i certity tha#fiil•:w�ll:b.e used only.to fitl the area within the�stem�wall. �
- If fl!! mate�lal is ta be used In any area, F cer#ify that .use. of such flll will not adversely affect adJacent
properties. if use of fill is fonnd to advetsely:�ffect ad;a�ent��propertles�.th�awne�may be clted for viQlating
the candltions of tFie�bullding:permit Issued�under the'atEached�permlt applicatlan, for�lots less th�n one (1)
acre whlch are eievated by#!1!,a�engEneered dralnage plan Is required. .
If I am the AGENT FOR THE OWNER, I;�promise in good faith#o tnform the owner of�the permitting,condftlons set forth in
this aNidavtt pr#or ta commencing constructlon: `f understand that.,a�separate permit may be reyutred for elsct�ical wark,
ptumbing, signs, welts, pools; air conditia�ing, .gats, ar ather install�#ions nat spec�icatty included�in.the application. .A
permft Issued shall be constcued to be a Iicense to�proceed wlth the work and not as:authorlty to.violate..aancel, alter, or
set aslde any provisions of the technical.codes;�nor shalllssuance�of a.permit_prevent the Bultdlrig t�#�c�al from thereafter
requlring a carrectio� nf eRors In.plans, cons4ructlon oc vlolations of any codes. Every permit issued shall become invalid
unfess the work authorized.by such permit•�Is-coEnmenced�withtn sGc months af permlt lssuanae, or Ef wark authorized by
the permif is suspended ar.abandoned for a:pertad of sin f�}months after the time tha_wark�s cammenced. Arr extensian
may be requested� in wri#ing, from the Builiding.Official for a period-�not to exceed ninety�(90) days and�wilf demonstrate
justifiable cause for-the extension: If work ceases:far ninety{90)consecuttve:day.s,..the�ob�is�considered abandoned.
WARNING Ta OWNfR: YC1UR.�AILURE-TO.RECO�tQ.A.,N4TIGE Ll�•COMMBNCEMENT MAY REStlLT IN YOUR
PAYING TWfCE.FOR�iMPROVEMENTS�T0-Y0UR PitOPERTY. :I�YO.U�riN'fEND`Tf�'OBTAIN��Fi1�tANCiNG;'Ct3NSULT
.9f,9tTH Y- UR- -E. �3 O�-AId-I�TTO NE1f�B FQltt�°R�p � G�, _ :U � � �G "O � , :E �
FLORIDA dURA'i(F.5.117.03) — - -- �
OWNER OR AGiENT CON �
Subscribed and swom to{ar ai`�rtned)before me thls Subs mted}'.l�efors me'fhl� - -
by
Who ls/are personally knovm to.me or has/haye pmduced Who Is/are pe nal �ttr me or has/have�produaed �
as Identl�cation. as tden�flcatior►.
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Notary Public . ;�Notary f'ubllc -
� "'fi��, JACQUELINE B G "�'� �
Commisslon No": Com� s n.N �'
;�; r� �Kpires pecember 12,2018 =
Name of Natary typed,printed ar stamped Name of Notary ',
. ,
������r� PageNo. of Pages .
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SU�I STi�TE ALUIVIIf�i1M, INC.
6154 Fort King Rd
ZEPHYRHILLS, FL 33542
(813) 788-7308
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SUBMITTED TO „w,.�..e.-...e-.�.... �[/� PHONE �ATE ` .� � �--�
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STREEf w �� y,` JOB NAME � 1 . .' � �
.,.,���� � ��� ��.� ��--�� ����:�'tl � ��'�ti i,') \� ^" \, ��
CITY,STATE and ZfP CODE � JOB LOCATION '
``,r�ca.�.��,�l�,,. �_.� t �' �� c�':.• l~��_
ARCHITECT � y � DATE OF PLANS ��� JOB PHONE
� We hereby submit specif`catioRs'and,estimates for
41 �� 1 �,:1 '1t� e.,,.�,� , , � �`_„ ,�
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�E (�Q1�tr�Ct hereby to furnish material and labor—complete in accordance with above specifications, for�the sum of:
��,i'�
dollars($ ���---^� ).
Payment to be made as follows:
All un aid balances sub'ect to 1.5°/a monthl interest fee. �%•�^��'"�'"'�"'��'"-��`�����
p J Y� �---�:•~ .._�--r--_.,...��=�-_-.�:v�'--.
Y�,�.�^• '.s�'�� .�����gcr- �e.«-- �. �F�.
AII material is guaranteed to be as specified.All work to be completed in a workmanlike „n^^` �.:�•P-- -��V.�°"�' ,��`
�-;,r.�'�'�• -yx.�-sv�.
manner according to standard practices.My alteration or deviation from above specitications AuthO�Zed�.�•��`�,.;���;,,,�•�.,>� .�_�N_;«.,-Y.;,,.,�
involving extra costs will 6e executed only upon written orders,and will become an extra �Signature�".��^ ..�-,�.^:"���""'"°:.��
..•",:«,�'%�^�•c`�_�,�_,�•xF^-.• ,,,,e,..,._..-.-.
charge over and above the estimate. All agreements contingent upon strikes, accidents ,,:%"�,.:�*%�-"'""» -"' _ �""
or delays beyond our control.Owner to carry fire,tortiado and other necessary insurance� `"��.�ote:ThiS p�opOsel m1y be
Our workers are fulty covered by Workman's Compensation Insurance. - withdfawn by us if not aCCepted withln d8ys.
�1CCE�LAIYC� Of �LDTCLr�CI—The above p�ices,specifications
and conditions are satisfactory and are hereby accepted. You are authorized Signature
to do the work as specified. Paymenf will be made as outlined above.
Date of Acceptance: Signature
ALUM FLASHING 3' COMPOSITE ALUM PANEL OR ALUM FLASHING
N8 X 1/2 CORROSION RESISTANT INSTALLED UNDER DRIP EDGE OR 6' 3'X12' ALUM PAN ROOF INSTALLED UNDER DRIP EDGE
SEAL WITH CAULK tURC ROOF ALL PURPOSE SCREW UNDER FIRST ROW OF SHINGLES
MOST gTRUG
COMPOSITE PANELS OR
ALUM FLASHING ALUH PAN ROOFgS SSRUGTORE ROnF #$ X 1f2` CORROSION ST RESIf�ANT .'
Z
8 x 112" CORROSION RESISTANT W arFEi HAT LS ALL PURPOSE SCREW (6' O.C,>
ALL PURPOSE SCREW l2' d.C. EDGES OF PANEL FINISHED V/ 1' �'`
COMPOSITE PANELS 1=- RECEIVEING CHANNEL FASTEN V/ -'� �� V) Lo
OR
A10x3/4' TEKS B 8'RC.RISER PAN ROOF v , W N
---- �� EXISTING LU
FASTEN RECEIVING CHANNEL TO HOST
FASTEN RECEIVING CHANNEL TO HOST
TAPCONS, 12' O.C. (2) ROWS STAGGERED C7
z FASTEN ROOF TO REC.lHEA➢ER Z
WITH 1/4'x2' LAG SCREWS OR 1/4'X2' FASTEN ROOF TO REC./HEADER n FASTEN REC CHANNEL/HEADER CHANNEL W/ #10x3/4' TEKS @
TAPEONS, 12' Q.C. (2) ROWS STAGGERED CHANNEL W/ #10x3/4' TEKS @ TO HEIST P.T. 2x4 MIN FACIA WI 12' O.C. I ROW, TOP AND BOTTOM f- N
FASTEN ROOF TO REC./HEADER 12' O.C. I ROW, BOTTOM 012x2' SMS OR LAG SCREWS LL
CHANNEL Wf 1110x3/4'AND TEKS T @ 12' D.C. MAX t2) ROWS STAGGERED DETAIL A"-3 a Cl) W P
12' D.C. 1 ROW, TOP BOTTOM FASTEN PANS OR CIJMP. PANELS TO ALTERNATIVE ENLARGED VIEW �w 1i o
AETAIL A' ALTAIL A-'2 ALT ALTERNATE REC, CHANNEL PER DETAIL A-1 AT FASCIA ATTACHMENT 0 LLi
ERNATE O
CONNECTION - PANEL TO WALL CONNECTION - PANEL TO WALL —'5 r Z z
0aQ �m
z
C)o
3'%3` ALUM. POSTS ca W o
5o LuzN
(2) 3/8' THRU BOLTS
PREDRILL VERT FLANGES
11 GA INTERNAL ALUMINUM BASE
2500 PSI CONCETE p co
.,...,- FASTEN W1 1/4" X 1 1/2"
'L•L__ 1+ (6) 1/4' CONCRETE SCREW (EXTERNAL> OR CORROSION RESISTANT METAL SCREW TYPICAL BEAM TO COLUMN CONNECTION CAPACITIES
(4) 1/4' CONCRETE SCREW (INTERNAL) �� BEAM SIZE POST SIZE FASTENERS 3 K
W 1 112 DIA A FENDER WASHER SRB. DEPTH S.M.&WEB TUBE WALL UPLIFT
• RAWL TAPPER OR EQUIVALENT •(5) PER PANEL @ ALL BEAMS +' WALL45' BOLTSSMUTS, WASHERS CAPACITY
MIN, 2' EMBEDMENT.
5' .050• .OS' t3> 3/8' BOLTS NUTS WASHERS 2550 LBS [__�
CORROSION RESISTANT 6' ' C3) 3/8' BOLTS,NUTS WASHERS 2550 LBS l�l
7' 06' t4) 3/8' BOLTS,NUTS, WASHERS 3 500 LBS O
7' 055' 09' C4) 3/8' BLRTS,NUTS, WASHERS 3 00 LBS
7' 055' (4) 3/8' BOLTS NUTS WASHERS 4500 LBS
8' .072' ,0 (4) 3/8' BOLTS, NUTS, WASHERS 5500 LB
POST TO CONCRETE CONNECTION B' .072• ' C4) 3/B' RTk.TS, NUTS, VASHERS ?060 LBS
e .072' .125' C4) 3/8' $ TS NUTS VASHERS rw
O 9' .072' .06' (4) 3/8' ROLTS, NUTS, WASHERS 7 LBS V1
9 .072• •D9' (4) 3/B' BOLTS NUTS WASHERS 8900 BS
' .125` (4) 3/8' BOLTS NUTS WASHERS B
.092 .125' (4) 3/B' BOLTS NUTS WASHERS
MINIMUM POST TO BEAM SIZE: hIlTE, OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER
CONNECTION W/ SITE SPECIFIC PLANS AND CALCtA.AT£D UPLIFT CAPACITY REQUIRED
THRU BOLTS, WASHERS & NUTS OUTSIDE WALL HEADER Q
2X8 & 2X9's REQUIRE 3X3X,093 MIN. POST O aj 2
2X10 REQUIRES 4X4X.125 POST
UW a
MAXIMUM HEIGHT ALLOWED PER POST ALUMINUM COLUMN LOCATED PER PLAN
PER ROOF AREA IN SQ. FT. (0) N
HEH:HT 3 FLUTED 060 3 2 3 2.003 3 2 3%.125 4%4%.125 POST
TO F- l
7'-o' 425!11 sootb Boolb 1475[11 EDGE BEAM r,i r-rl
8'-6' 315 11) 400(1) 545€11 1320111 CONNECTION ^ a
Q
10'-0' 225111 295 0 395(1) 4)970
a
1r-6- 17041 ao041 730 tb
° ova
1J'-0" 135(1) 175th 23511! 575 Ib
14'-6' 110 4) 74043 18541 460 111
ll-05
90 lb 115111 150111 375 NOV 05, 15
DETAILS
NTS
.032 PAN ROOF SYSTEM
.032 PAN ROOF SYSTEM
SLOPE AWAY FROM HOME 1/2" PER FT Z
2x6 SMB 2x6 SMB 2x6 SMB 2x6 SMB N 0
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APPROVED PRODUCTS LIST
PRODUCT SUB STATE OF FLORIDA EXPIRATION
CATEGORY CATEGORY MANUFACTURER APPROVAL # DATE
ROOFING METAL ASI BUILDING FL 17010.1 09 / 12 / 17
ROOFING PRODUCTS w'
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NOV 05, 15
FOOTING DETAIL BRACE DETAIL ELEVATION PLAN
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PRODUCT SUB STATE OF FLORIDA EXPIRATION w
CATEGORY CATEGORY MANUFACTURERAPPROVAL # DATE
ROOFING METAL ASI BUILDING FL 17010.1 09 / 12 / 17L ______ ______ ______ ______ ______ ______ ______ ______ ______ ______
v M
ROOFING PRODUCTS
11-05
NOV 05,'15
PLAN VIEW
- -----
General Notes
A.CONCRETE&FOUNDATION DESIGN: HOT DIPPED GALVANIZED.
1. ALL CONCRETE GRADE REAMS AND FOOTINGS SHALL BE 3000 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF EX 4.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
PSI MINIMUM. BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR
6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE S.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2504 PSIPROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
MBRMUlat,3 "PERCUBICYARDICKNESS. GREATERTHAN70 PERCENT OFTHE THREAD DIAMETEROF ENSURE BONDING AGENT IS USED FIRST.
3. AFPPROPRIATE
(314"PER CUBIC YARD MIN.)MEETING THE BOLT OR SCREW ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATEF,IAL SHALL BE 18X14X0.013 OR
LIEU OF ACE AND WI ASTM REQUIREMENTS MAY BE USED INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED z
IN L B WELDED NGRADE
WIRE MESH CIRCUMSTANCES BY DRIVING WITH A HAMMER ON DRAWING S-2.
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH 15,BEv1ESH. 7,ALL EXPANSION ANCHORS SHALL BE DESIGNED IN 7. 1"X2"7[045 NON-STRUCTURAL MEMBERS SHALL BE ATTACHED 5, ALL REINFORCING MIN.)
SHALL BARS,ARORM TO ASTM A615,R GRADE ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S TO HOST WITH 1/4"DIAMETER X 1-3/4"EMBEDMENT&24"O.C. U)
60(60 KSI DEFORMED CONCR #3 BARS MAY BE GRADE 40 REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY MASONRY SCREW FOR CONCRETE&EQUIVALENT SIZE WOOD SCREW LU N
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL
M
RE APPLIED IN CONDITIONS ACCEPTABLE TO WHEN IN WOOD
 X 1/2'EMBEDMENT EMS OR TEK SCREWS Q co
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS.
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF, MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE IN ALUMINUM ME1488R5 TYPICAL
06 IL
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE GRADE#5 OR BETTER ZINC PLATED.
3.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
FOLLOWING: PRESSURE TREATED LUMBER ARE STAINLESS STEELTYPE 300
OPC(PORTLAND CEMENT TYPE I,-ASTM C 15O). 18.8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES Z_
AGGREGATES-#6 STONE,ASTMC33SIZENO.67LESSTHAN FOR USE WITH ACQ PRESSURE TREATED WOOD,OR
DE DESCR[PTION:PAN ROOF CARPORT
3/4'. OTHERWISE NOTE➢ON PLANS. ~
AIR ENTRAINING+/-1%-ASTM C 260. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. LL Y
WATER REDUCING AGENT-ASTM C 494. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS FDESIGNATA: Q(n W sCLEAN POTABLE WATER G-185. ATE DESIGN WIND SPEED Volt,{3 SECOND GUST): 130 MPH d o
OTHER ADMIXTURES SHALL NOT BE PERMITTED. }.L FORSMS,THE MINIMUM CENTER TO-CENTER SPACING SHALL AL DESIGN WIN➢SPEED Vasd: 110 MPH9. METAL WELDED WIRE SHALL CONFORM TO ASTM A T85. BE 3/4"AND MIItiIMUM CENTER-TO-EDGE SHALL BE 1/2" TEGORY I J o
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN 0
UNLESS NOTED OTHER WISE. 3. WIND EXPOSURE C y Z z
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, 4. WIND LOADS; Z
Q W 9
2,&3 ALONG WITH HOT WEATHER CONDITIONS E.REFERENCE STANDARDS: ROOF: +11.1/27.2 PSF @ 2B 0 m Q w
RECOMMENDATIONS. J 7 ≥
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM E 119 Q g
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM E 1300 a w
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASCE 7-10 O IY 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.4I3 m z
SPALLING OR OTHER DETERIORATION. AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-BASTM C94 g
ASTM C150 OR EQUIVALENT DENSITYSCREEN MESH: 0.96 <0 O
B.M
ASONRY: 6. FACTURAPPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 oLL I—
1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C33 7. LIVS LOAD:
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM C260 300 lb.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
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
J.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE ASTM AIDS 3. EXISTING 4"CONCRETE SLAB,W/8"x8"MONOLITHIC FOOTER W/(1)#5
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". FLORIDA BUILDING CODE 2014,5TH EDITION (CHAPTERS 16,20 AND 23) 3060 PSI CONCRETE W/6'X6"-#10WWM OVER
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 2010 ALUMINUM DESIGN MANUAL 6'NIL POLYFILM W/EDGES LAPPED 6"&TAPED,OVER CLEAN COMPACTED SOIL
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE.
HEIGHT. F.ABBREVIATIONS: 9. SCREEN ROOF TYPE.N/A
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED ?IOOFTYPE 3"x . .
C.ALUNMINUM: TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT 10. SOLID 12xO32 ALUMINUM PAN ROOF FL170101 OR EQUIV. N
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITHA 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS
MINIMUM THICKNESS O7 0.040"FOR SUPPORTING MEMBERS. 2.SIM--SIMILAR
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 3.UON-UNLESS OTHERWISE NOTED
0.024"SHALL APPLY. 4.CONT--CONTINUOUS HOLLOW SECTIONS
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- 5.VIF-VERIFY IN FIELD 2 x 2:---------------------------------2"x 2"x 0.046"
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE G.RESPONSIBILITY: 3x2:-------------__----_-____-__--------3"x 2"x 0,050"
STRESS DESIGN"OR"PART l-B-SPECIFICATIONS FOR 2 x 3:------------------------------------2"x 3"x a.o5 a"
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2010 CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:-------- --------------------------2"x 3"x 0.070"
CODES,LOCAL ORDINANCES,ETC. 2 x 4:------------------------------------2"x 4"x 0.050"
PREPARED BY THE ALUMINUM ASSOCIATION, 7-CONTRACTORSHALL VERIFYALL DIMENSIONS AND DETAILS,
INC.WASHINGTON D.C.THE 2014 FLORIDA BUILDING CODE, 2 x 5:----------------------------------2"X 5"x 0.050"
5TH EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD
20 ALUMINUM). OPEN BACK SECTIONS
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR CQNDlTIONS.
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC .THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE lx 2:-----------------------------____--__-1"X 2"x 0.040"
'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BYTHE 1 x 3:--------------------------------------1"x 3"x 0.045" °
SEPARATION.
CONTRACTOR,
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS
4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
TITAN#10 EMS 6"FROMTHE ENDS AND 12"ON CENTER [F ON INFORMATION PROVIDED BYTHE CONTRACTORAND SNAP SECTIONS
USING#12 SPACING MAYBE 24"ON CENTER. MANUFACTURER 2 x 2 Sna -2"X 2"X 0.045" z w
6. VINYLIACRYLICIGLASS PANELS SHALL BE REMOVABLE.THEY p:---------------------------_
S.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2 x 3 Snap: 2"x 3"x 0.050"
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING p;. -^ A/ w
LICENSED P.E.IN ACCORDANCE WITH STANDARD w IN
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND 2 x 4 Snap:-------------_---.----------2"x 4"x 0.045" a
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS ENGINEERING PRACTICES.
VISIBLE WHEN PANEL IS INSTALLED.(ACRYLIC/GLASS WINDBREAKERS INCLUDED) H.MISCELLANEOUS: SELF MATING(SMB)
1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 ------ 2"x 4"X 0.044"x 0.100" o L3J I�
D.FASTENERS: MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME,IF 2 x S SMB:---------------------- 2"x5"310.050"x 0.118"
A SEPARATE 4TH EXISTING STRUCTURE IS ONE OF THESE,
I.ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE THE ?a ti SMB: — ---- — 2"X 6"x 0.050"x 0,120"
WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO
30018-8,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"
WITH ACQ PRESSURE TREATED WOOD, HOME. T `
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD 2.IF ENCLOSURE CONTAINS A SWIMMING POOL flR SPA,THE 2 x'I 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 BE,SIMPSON,HILT!,RAWL, BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. R 4101.17 IN ITS ENTIRETY. 11-05
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 NOV 05,'15
NOTES iII
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` 11-05
NOV 05,'15
SITE PLAN
" SP
CONSTRUCTION NOTES
CONSTRUCTION NOTES LISTED BELOW PERTAIN TO THIS
SHEET `
Oj VINYL SIDING OVERTOP 1/2"OSB OVERTOP �\
2 2 2X4 FRAME WALL \
O PAN ROOF SYSTEM v
6" 6" O3 EXTERIOR SHED DOOR SUPPLIED BY CUSTOM
WINDOWS SYSTEMS,
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12'-0"
LEFT VIEW FRONT VIEW APPROVED PRODUCTS LIST
N
2 O
PRODUCT SUB STATE OF FLORIDA EXPIRATION
CATEGORY CATEGORY MANUFACTURER APPROVAL # DATE
ROOFING METAL A.S.I. BUILDING FL 17010.1 09 / 12 / 17
6" ROOFING PRODUCTS
6"
PANEL WALLS SIDING JAMES HARDIE BLD FL13265-R2 01 / 01 / 16
PRODUCTS
WINDOW SINGLE HUNG CUSTOM WINDOW FL 16177.1 05 / 17 / 16 Tw
SYSTEMS, INC.
1 -0 DOOR EXTERIOR CUSTOM WINDOW FL 16055.1 04 / 10 /16
SWINGING SYSTEMS, INC.
ii
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12'-0" J. \ 7'-10" 3'-0"
12'-0"
x
11-05
NOV 05,'15
RIGHT VIEW REAR VIEW
ELEVATION PLAN
2
CONSTRUCTION NOTES
CONSTRUCTION NOTES LISTED BELOW PERTAIN TO THIS
SHEET
BUILDING PERIMETER BELOW
ROOF IS 1/2:12 W/.O32 ALUMINUM PAN ROOFING.
SLOPED SLAB AS NOTED
10'-0"BEARING HEIGHT AT LEFT SIDE AND 9'-6"BEARING
HEIGHT AT RIGHT SIDE. Z
O5 DUAL 2X4 VERT.STUD AT ALL CORNER&DOOR t n
LOCATIONS. �V_
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REAR VIEW ci J ¶ Al
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ROOF PLAN FRAMING PLAN FOUNDATION PLAN Q r�l a
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NOV 05,'15