HomeMy WebLinkAbout15-16765 CITY OF ZEPHYRHILLS
- 5335-8TH STREET
' ' _ (sispso-aozo 65
BUILDING PERMIT -
PERMIT.INFORMATION LOCATION INFORMATION .
Permit Number: 16765 Address: 3720 GARDEN CITY WY LT 6
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: RV PARK Lot(s): Block: Section:
Square Feet: Subdivision: MAJESTIC OAKS
Est.Value: Parcel Number: 24-26-21-0000-00100-0090
Improv. Cost: 6,923.00 OWNER INFORMATION
Date Issued: 12/01/2015 Name: NHC-FL 115 LLC
Total Fees: 97.50 Address: 3720 GARDEN CITY WAY
Amount Paid: 97.50 ZEPHYRHILLS, FL
Date Paid: 12/01/2015 � Phone: 8137837518
Work Desc: GLASSROOM 16X13
CONTRACTOR S APPLICATION FEES
U STATE A M N N B I DING FEE 97.50
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Ins ections Re uired
FOOTER 2ND ROUGH PL MB MISC INS TION CEILIN
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.
REINSPECiION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the I
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 performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
�-_ - - ;� �4-Tv'
CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
11NIII1111111illllllilllilllilllillifl11111111illfillli1111
� , 2015190584
Rcpt:1730784 Rec: 10.00 �
D5: 0.00 IT: 0.00
12/0II2015 J. R., Dpty Cle�k
Permit No. Paroe7 SO No
HOTICE OF COMMEFSCEMENT
Stata q( "i LS��\� Caunty ot. 'Y�G�
THE UNDERStGNED heceby gives�otice that improvement wili be made to certain real property,and tn accardance with ChaDter 713,Flo�ida SSatuCes,
lhe following informalion is pravided in this Nolice of Commencement: �
t Oescripiion oi Property: Parcel Identifecation No.�,4 .�-�.p 2( QQI.�� "(,�"'}Q�Q� {'[�'�� 4 ,
StrnetAddress: ����Q �.'t��4��1� �'.»1'� �.�1�� 7_�,S,�.S `1 �
2. Genera4 DascriPtion of improvement C?u�L� ,_��`,�_ F�,���
3. Owne�tnEomiation or lessee intomaation it tfie lessee con4racted tor the improvement N�-����r�_���,`^`J �--�.-5.
C!� d � '0 �� .Z--�l 2 --�i
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��?.C�ame �S'�i2���.P� �' �`� �Q� Z��N\l���l � � �m��i
Atldress �,,,� ��, �— Ci y�� ��y State r A v��U3 1�i Z --1�
Interest in ProPerty ' 16 J�"�� (f) '�'(/) �� ��
Name o�Fee Simple TiGeholder. (' �� C� C�?'"T1
((t ditferent Gom Owner Iisted above) z Q x a���
� Address City Sta2e Ill -{ �' "C� �--� y��
Conlraclor. 's l.).`N '�S"C��-'(� n�a 1�'� 1�V R�1 f� ����,�
�Nam�� `'�..�-�r �� �--+c�+.G�._4^'.� ����.._h��\\ `� � � � � -�J�'"
Address �^r 6,, t' City T�� State r �� �~
Co�tractor's Telephone No. ��� l C.l� ��QD � � r�1� —�,{��
5. Surery: �L 1.. Qo Q� � � �
Name ` 7_��(`"'~s{_y � (7 � '��� �
TI �Q;
Address � City &tate � �? � �Q �
Amount of Band: S ��.��� Telephone No.. � � � (� � -�
6. Lender. � —'� m �� � �
Name � Q N � � � � �
Address City Stale = � y(") ��,'
lender's Telephone No. " C7
r ���0 �(!�
7 Persons within the State of Florida designated by ihe owoer upan whOm nolices or other dowmenls may be servad as provided by � m ---1 x'
Sackian 713.13{i}(a){7),Flocida SSatutes: �
Name
Address ' Ci(y SfaiO ,� � � �/'�
Teiephone Number o1 pesignated Person: T�/
8. in addition t4 himse7f,tha owner designatas o�� �'�,, •�q�
ti
to reCeive 2 copy af lhe Lie�or's Nolice as provided in Seclian 713.13('I j{b),Flodda Stalules. � . � • ��,
Telephone Number of Person or Enliry Designated by Owner Q � � � , m
'�[ Oo � �
9. Expiralion date of Notiae oI Commencement(ihe expiration dale may not be before the comple(ion of constructioo 8nd fina(paymeni to the � o .,�y y
contrector,6ut wi11 be one year/rom the date of recumi�g untess a diHerent date ia specified}: O � � � �
WARNlNG TO OWNEit: ANY PAYMENTS MAOE 8Y THE OWNER AF7ER THE EXPIRATION OF THE NO710E pF COMMENCEMENT � .f,�:,.°
ARE CONSlDERED iMPROPER PAYMEt�ITS UNDER CFiAPTER713, PART'f, SECTtON723.t3, FLORtOA STATUTES, At�lD CAN .j',�'� �,��
RESU�T IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTIGE OF COMMENCEMENT MUST BE
ftEC4ftDEp AND POSTED 4N THE JOB SITE BEFQRE TH£FIRS7 tNSPECTtON. tF YQU tNTEPiD T4 OBTAIN FSNANClNG,CflNSUIT � �
WITH YOUR LENDER OR AN AT70RNEY 6EFpRE COMMENGING WORK OR RECOROfNG YOUR NOT�CE OF COMMETJCEMENT � � �, `�
Under panaity oi perjury,t deciaee that I have read the taregoing notice of commencernant and fhat the fads stated theretn are true to the 6sst * .k' �
, ol my knowletlge and belie(. /'�'
STATE�OF FlORIOA �`J!� / ��dl' ��
COUN7Y OF PASCO n.a.1 t�� �..�A�G��
Signalure ner or Lessee, Owner'S or Lessee's Aut oriied
ONcerlDiredorlPartnerlManagsr
�!�'✓,��!2_.
Signetary's TitlelOtFloe
The toregoing instrument vias acknowiedg�eryd before me this�f��y ot �7� ,ZOl�6y�GI`/r�N ��.vL���i
_,,,as 6/�K3/c'Q.. (type oT authodry,e.g..aKcer,lrustee,attomey in fact)Cor
��• (name o arty on behall ol whom Inst9�eM wa�5 execuied).
Personally Known O l R Produced Ide,nJtifi ation� NotBry SignaWr� �/• ����/'`L��1 S�f��C_.._�-s_ri<tti//
Type of Identifcation Produced /V 7 �l�Ila�.J-���.. Name(Prinq�"�'7.H/,Q�.bf.t.� t\ /-i�._t",wf2T 77'��
�e"��p���i�; St4R�BiK�RUUaTR1
'�e T��= AiYCOhA11S5fON1EE198857
�. :3 EXPIRES:June 28.2pte
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wpdatal6cs/noticecammeneemeni_pc053048 PRULR &0'NEIL,Ph D PRSCO CLERK B� COMPTROLLER
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C1Ty Of Z�IlyI'�1111S
BUILDING PLAN REVIEW COMMENTS
, ,
Contractor/Homeowner: -(;{,�� ��i����C d�'l
Date Received: _�I— �2-- �s
Site: � � � �
�
Permit Type: � 1.�� � �l0 �l `��'l �
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
� .
������
Kalvin Switzer Pl � ' aminer Date Contractor and/or Homeowner '
;
� (Required when comments are present)
,
813-780-0020 City of Zephyrhills Permit Application Fax 813-780-0021
Building Department .
4 �
Date Received � l 2 Phone•Contact for Permittin — �
Owner's Name �1`V 1� ��l7 �(')►r Owner Phone Number
�
Owner's Address �" ��' � � Owner Phone Number
Fee Simple Titleholder Name �/ l � � �i V"'' ` Owner Phone Number
Fee Simple Tftleholder Address
JOB ADDRESS 2 �C?.�� G��,� LOT# �
SUBDIVISION � �\L,. OO�(, PARCEL ID#
, (OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED , � NEW CONSTR e ADD/ALT Q SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED:USE Q SFR Q COMM Q OTHER
TYPE OF CONSTRUCTION Q BLOCK " � FRAME Q STEEL Q
DE3CRIPTION OF WORK �u�� C]� ���
BUILDING SIZE ��� �3 _SQ FOOTAGE�, HEIGHT
QBUILDING $ / Q �1� VALUATION�OF'TOTALCONSTRIJCTION
�p 1 ot�
QELECTRICAL $ � AMP SERVICE Q P OGRESS ENERGY Q W.R.E.C.
PLUMBING - l�� � �
o $ . C��
� ��J��✓ �
OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � !
OGAS Q ROOFING Q SPECIALTY OTHER ��
� �
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO � ��V
BUILDER � C�Mp� !�� ���, rpL�,�...,
SIGNATU REGISTERED Y/ N FEE CURRE� Y/N
Address � 5 � �. Ltcense# '
ELECTRICIAN COMPANY
SIGNATURE � REGISTERED Y/ N FEE CURREP Y/N
Address License#
PLUMBER COAAPAPIY
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/ N FEE CURRE� Y/N.
Addres$ License#
RESIDENTIAL Attach(2)PIoE Plans;..(2)sets of Building'Plans;(1)set of Energy�Forms;R-0-W Permit for new construction,
Minimum.ten(1.0):working days after_submittal date. Required onsite,Constructlon Plans;Stormwater Plans w/Silt Fence instailed,
Sanitary FaciliUes;&1,.dumpster,,Site WortcFRertnit.for subdiVisionsAarge projects
-- COMMERCIAL Attach(3)complete'sefs of Buildin'g'Plans plus a Life Sefety Page;(1)set of Energy Fortns.R-O-W Pertnit for new construcUon.
Minimum ten•(10)working days'after submittal date. Required onsite,ConsUucdon Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities-&1 dumpster.Site Work Permit for all new,projects.All commercial requlrements must meet compllance
SIGN PERMIT Attach�(2)sets of Engineer.ed P.lans.._- � .,i
""PROPERTY SURVEY required for all NEW constructlon. _
Directlons:
Fill out applicadon completely.
Owner&Contractor sign back of appl(caUon,notarized
If ovar 52500,a Notice of Commsncement Is requlred. (AIC upgrades over 57500)
" Agent(for the contractor)ot Power.of i4ttomey.(fo�,tFae owner)would_be someone with notarized letter from owner authorizing same
DVER THE COUNTER PERMIT�lMG. ,,' (Front ofApplication.Only)'.: ;`
Reroofs If shingles Sewers�' ;'Service Upgrades A/C-• Fences(PIoUSurvey/Footage)
Driveways-Not over Counter if-on-public coadway§.Peeds ROW�° '�,
, � � ..
NOTiCE OF DEED RESTRICTIO�IS: The undersigned under.stands�;th�t:this,pQcm[f,.may.be,sub)ect to"deed"restrictions" ' _
which may be;more r.est�ictive-•than County��regulatlons:`=THe�undersigned�assumes responsitiility forcompliance`with'�any `
applicable deed restrictions. , � �, �_ :-; : ` • . ,
UNLICENSED CONTRACTORS AND -CONTRACTOR RESPONSIBILITIES: �tf the owner has �hired a contractor or
contractors to undertake work, they may be;requlred.:to:�be;ltcensed In accordance.with state.and•local,regulations: If the
contractor_is not Iicensed'as requlred`-by law, both the owner and cont�aoto��may be�ci'ted�for�a-misdemeanor violatton
under state law. If the owner or Intended>contractot,are:uncertaln as to what Iicensing.requirements may:.apply��or�the -
intended work, they are advised to contact tlie Pasco County Bullding�In§pection Divislon—Licensing Sectton at 727-847-
8009. Furthermore, tf the owner' has�hlred a contractor or conti�actors, he is advlsed to have the contractor(s). slgn
portfons of the "contractor Block" of thls appllcatlon for whlch they wlll be responslble. If.you� as.#he owner sign�as the
contractor, that may be an Iridicatlon that�he�ls not.properly flcensed and�ls not entitled to perrriitting p�iv(leges In Pasco
County. . _ - ._ � , � . � .. � � .
TRANSPORTATION:IMPACT/UTILITIES=IMPAC7'ANb RESOURCE RECOVERY�FEES: The undersigned understands
th�t Transportatfon Impact Fees and.Recourse Recove.ry.Fees may�:apply�to:the constniction�of�new�bulldings,�,change of ' "
use ln existing bulldings, or:expansio�.of ezlstiii�g'6uildings, as spectfled (n Pasco County Ordinance number 89-07 and
90-07, as amended._,The undetsigned also�understands, thalt:�such fees�-,as�may�be�.due;:wfll,�tie Identified at the=time of
permitting. It Is furifier understood that Transportatlon Impact Fees and Resource Recovery'Fees must be pald prlor to
receiving a �certlficate.of occupancy" or flnal�powec-release. :If�the project;;does not Involve a:.certificate of occupancy�or
final power release;the fees mu�t be paid prlor to permit Issuance. F�rthermoce��ff Pasco County�llUaterlSewec:lmpact �
fees are due, they must be�pald prlor to permlf-I'ssuance=ln accordance wltFf appllcabte Pasco'County o�dinances.
CONSTRUCTION LIEN"LAW(Chapte�713� Florlda Statutes;as amended): If valuatlon;of work ls$2,500.00 or more, I
certify that I, the appllcant,'have.'been provlded with. a-copy- bf the° "Florida-Constn,�ct(on� Llen�L"aw—Homeowner's
Protectlon Guide" prepared by tFie Florida Department of Agrlculture and ConsumerAffairs. If the appl(cant�ls someone
other than the"owner", I certify that I have.obtalned�a•copy,of.the.above..riescrlbed�ocument°and pcomise In.good.faith to
deliver It to.the�°owne�"'-pdor:to�commencement: ' � ' � •
CONTRACTOR'S/OWNER'S AFFIDAVIT: I.certify that all the lnf.ormatlon�.ln thl.s appllcatlqn is accurate and that all work
will�be done in compliance with all appl(cable laws regulating constructlon, zoning and-land�devetopment. Appltcatton is
hereby made to obtain.a permit.to do. wor`k,and (nstallatlon as indlCafed:-� 'I cettify that no work�or Installatton has
commenced prior to Issuance of a permlt and that all work wlll be performed to meet standards of all laws regulating-
construction, County and City codes, z�ning regulations, and land development cegulatlons�ln the�jurisd(ctlon. I al'so
certlfy that,I understand that the'regulations of other government agenc(es may�apply�to the intended work, and that it is
my responsibllity to identify what,actions I must take to be,ln:.corr�pllance: S.uch agencles-Include but are.not Ifmlted to:
- - Department of Er�vltonmental Protection-Cypress.�Bayhead�, Wetland Areas and Envlronmentally Sensitive
Lands,V1later/Wastewater Treatment. �
- Southwest Florida VUater Management� .Distrtct-Wells, Cypress. Bayheads; Wetland Areas, Altering
Watercourses.
- Army Corps of Englneers=Seawalls, Docks, Navlgatile Waterways.
- , Department of Health� & ReMabllltative Servlces/Environmenfal Health Unit Well.s, Wastev�tater�Treatment,
Septtc Tanks.� _ "
- US Ernironmental Protectlon Agency-Asbestos abatement. � � � - � ,
Federal Avlatton.Authorlty-Runways. ��` _ . �,y.�
I understand that the following,restrlctlons-apply to the use of flll:�
- Use of fill Is not allowed tn Flood Zone"V"unless expressly permftted: . � � ' - �
- If the fill materlal�Is to be used:In �Flood Zone. "A", It Is uraderstood that a drainage plan addressing a
"compensating volume" wlll be submltted at time of petmitting whlch (s prepared by a professional englneer
Ilcensed by-the State of,Flor(da:
- If the fill material._is,-:to ,be used in Ftood Zone °A" In�connec�lon�wlth-a permitted bullding using stem wall
construction., I certify that fill•:wlll�b.e used only.to.fill the area withln the�stem wall.
- If fill materlal Is to be used In any area, 1 �certlfy that .use. of such flll wlll not adversely affect adJacent
propertles. If use of flll is found to adversely:�fFect adJaeent�propertles,.the owner may be clted for vlofattng
the conditions of th"e"6ullding:perm(t Issued under the.at�ached {�ermit application, for�lots less than one (1)
acre whfch are elevated�by f111,an englneered dralnage plan fs requlred.
If I am the AGENT FOR THE 01MNER, 1-promise In good falth to Inform the owner of the permltting condit(ons set forth tn
this affidav(t�prtor to commencing constructlon: I understarid thet:.a�s�parate permlt may be requlred for electrical work,
plumbing, signs, wells, pools, alr condltioning, .gas, or othec Insfall�ftons not•spec�lcally included�in.the applicatlon. .A
permlt lssued shall be construed to be a license to proceed wlth the work and not as:authorlty to.violate, cancel, alter, or
set aslde any provisions of the.technlcal codes;�nor shall issuance�of a permit.prevent the Bulldirig Officlal from thereafter
requfring a correction nf er�ors In plans; constructlon or vlolat(ons of any codes. Every p�ermlt Issued shall become invalid
unless the work authorized.by such permlt�Is.commenced•wlthln sfx months of permlt Issuance, or If work authorized by
the permtt ts suspended or.abandoned for a:perlod of�six E8)montFis.after the tlme the�work�s commenced. An extension
may be requested, tn writing, from the Building.Offlclal for a perlod.not to exceed n(nety(90) days and wlll demonstrate
justifiable cause for.the extension. If work ceases:for ninety(90)consecutive:days...th�)ob�is cons(dered abandoned.
WARNING TO OWNER: YOUR.FAILURE.TO.RECOItD.A NOTIGE OF�COMMENCEMEMT�MAY RESULT IN YOUR
PAYING TWICE.FOR IMPROVEMENTS�TO•YOUR�PR�OPERTY. IF�.YOU�INTEND'�T � � `NEING��CONSULT
WIT. YOIJR[.END _A � M-A�CJItN�I(��8 F91tE�,. E�A �A � - --- - --
FLORIDA JURAT�(F.S.117.03)
OWNER OR AOENT
Subscrlbed and swom to(or aflirmed)before me thls Su or aflirmed)'before me fhl�
by
Who Is/are personally known to.me or haslhave produced Who Is/are p onalty kno tu me or haslhave•produced •
as Identlflcatlon. as Identlflcatton.
Notary Publlc _ �. ��- 'Notary Publlc
- , ,
Commisslon No`: Comml on.No ,.���Y�o�-., LINE BOGES � � �
;;' ';:: Commission#F
= 'e December 12,2018 , ,
Name of Notary typed,printed or stamped Name of Nolery ty d'y,, •''OB�ElIT1Q�'Fmn�nswance
i�
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- � :i �I� � , � . , ,, �} , � , Page No. of Pages
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' .. . � SUIV STATE ALUIVIINUI!!I, INC.
� ' � 6154 Fort King Rd.
, ZEPHYRHILLS, FL 33542
_ � (813) 788-7308
SUBMITTED TO PHONE DA E � �
`C~�\�,�1�.._'� �� `'�.`; •"����;. ��-�''.� �i5 °'i�.� �" �U����- ��C� I �r=�_ �t �I .��-
STREET ' JOB NA�dE � � '�� � 1'
I'"��R�� ^'Sf��.2...�c�s� �\ \�.� � r:�.��, � �� `"l� �.•,
CITY,STATE and ZI^P CODE'� �,�.A-- �� �OB LOCATION � � "
.+.ca�' 1 1 �\� �
� � �\1,a� �. 1\ � �- .
ARCf�GTECT. `� ".�� � Lj' ' � DATE OF PLANS - i � - _ JOB PHONE .
We hereby submit specifica�ions and estimates for: , , -
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. ��. ,��.•J J.�`. .��.J•.\ �•���G��./.� ... ��1"� .h�/.�,/�: �"4�"'���1�``.��;y.� ... '"�+, �� . ...x�.1�.�'.^.s(..Y
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�C �D1ltT�Ct heteb -to=�u nish fn}aterial and labor—complete in accordance with above specifications, for the sum of:
���� �����`��% - - —....—'_"" ' dollars($ �+�1����� ),
Payment to'be made as follows: t,j.� '
� �
,.'_�.r...�-_- �.__��..,-�.---ii:.as�-:_�-____�--�-3.
All unpaid balances subject to 1.5°/a monthly interest fee. �• ,�r''� ,:..-��"��_�....._....--•��"�-`..�
All material is guaranteed to be as spec'rfied.All work to be completed in a workmanlike � _ ,�-•^., � ..,;,;,�:�T�~~�~��� ^'= �
manner according to standard practices.An�y alteration or deviation from above specifications �litltQflZe�'" � -�'""���„�Y„�,�,,.m..r-�=-^""��J�
involving extra costs will be executed only upon written orders,and will become an extra Sig 1�3tu�T eY. �'=_-.---- _ -- -'
charge over and above the`estimate. All agreements contingent upon strikes, accidents �~�� � ! '
or delays bsyond our control.Owner to carty fire,tomado and other necessary insurance. Note:This proposal may be
our workers are fully covered by Workman's Compensation Insurance. withdrawn by us if not accepted within ddys.
�I,CCe�1�YICCe D� KLDYCLT�I�1—The above prices,specifications �� �� •'' i 7 /� _y,�) ,
and'conditions are satisfactory and are hereby accepted. You are authorized Signatur�'-r,�=�`��C,� " ` �' .f iL_._.-�'i _ _ ��c
to do the work as spec'rfied. Payment will be made as outlined above. �'
Date ofAcceptance: Signature
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Ax 2 OPEN BACK BASE RAIL (7
Cl)3/4'x2`WOOD LAG SCREWS(TYP) ap
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(2)#10M314' TEKS OAS a
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BASE RAIL z
1)1110x1-If2' SMS LL Y
@24 U,C. N Iu a
DOOR LOCATION MAY BEENERED
BETWEEN UPRIGHTS OR ATTACHED TO UPRIGHT. a
DOOR MAY BE LOCATEDNUM COLUMN/WALL O J o
CONTRACTOR TO VERIFY DOO Ix2 OPEN BACK RASE RAIL >>' z z
,/',__(1)1/4x2'W000 LAG SCREWS(TYP) - z W
DOOR HINGES TO BE LOCATED " FROM TOP OR BOTTOM Wl#14x , TEK FLANGE ANGLE
DOOR MAY `SWING LEFTAND INWARD OR OUTWARD.
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NOTE, (2) }' TAPCONS MAY BE USED IN PLACE OF
ti) LDT ON ANGLE FLANGES
FASTEN tfIRT;1{t _'"_
REC.CHANNEL
FASTEN Wf(2)
#IOz3/4' TEKS
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CORROSION RESIST DESIGN RERUIREMENTS Illflx3/4' TEKS
IN SCREW BOSSES /CONNECTION
CORROSION RESISTANT
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SCREEN GIRTIPURLIN TO BEAM 2
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EITHER CONNECTION FOR PURLINSfGIRTS/SECEINIIARY HORIZONTAL MEMBERS o a
COLUMN SIZES PER as
INCLUDED SITE SPECIFIC PLAN FIT ADDITIONAL CLIPS WHEN K.
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N.T.S TYPICAL 5
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REPLACE TAPCONS W/ TYPICAL
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Wt7UD APPLICATIONS Y D a"''
PS
Df PANEL TD POST TYPICAL FASTEN W/
1 T W/#30x3!4 TEKS 2 8' D.C. MAX
FASTEN 3'X3' DOOR JAMB C WALL/ : CORROSION RESISTANT
TO SLAB W/ �xVx3' x-125' CLIP A S
FASTEN CLIP TG JAMB W/42) BI4x3/4' 'TEKS L T CONNECTION DETAIL SJ
FASTEN AB CLIP TO SL W/(1)3/8'DIA WEDGE ANCHOR R 'n
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T T -ATTACH TCi 3x3x.O93 POST N
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D£tA1L 3,:) A UrTYPICAL PER INSTALLATION INSTRUCTIONS: 1�, W
1 A R .POST eh
+ r + H ETILITY H' PER SITE SPECIFIC DRAWING, 3' COMPOSITE PANEL WALLS+ W OR WINDOW JAMB @ PANEL CONNECTIONS TYPICALfASTEN TOP& BOTTOM IO REC.CHANNELS W/
*4 + + EN TO SLAB PER DETAIL $ #10x3{4" 7EICS B° O.C. 'H' CONNECTOR Q6+ + + NANEL ATTACHMENT TO A HOST INSIDE &OUTSIDE ALL EDGES @ PANEL CONNECTIONS
+ + * T WITH RECIEVING CHANNEL JB888IL. FASTEN REC.CHANNNEL TO SLAB W/318'DIA.LOT
• • REC CHANNEL T FASTEN RECIEVING CHANNEL TO WALL W/ OR EQUIVALENT 16` OC Z
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FASTEN PANEL TO REC CHANNEL WJ#10x3/4' B 12' D.C WWALL/SLAB F"
CORROSION RESISTANT 's Y . `� CONNECTION DETAIL. LL
IL
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CORROSION RESISTANT
+ TYPICAL Q Q Ei m
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PREDRILL VERT FLANGES + TO RECEIVING CHANNEL.
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WASHERS & NUTS -_ -
CORROSION RESISTANT ' j{p + + DETAIL ALLU4 Pasr TYPICALCONN s�
ETAIL S
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WEDGE ANCHOR OR LDT ++++ M�++++
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SLABtFODTER __t}� -- FASTEN eSI cNr EL
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t t t tilt t + + _
+ t + ' + SEE SITE SPECIFIC
• " a • DRAWING FOR GUAGE
(1) 1J2�LDTCDNCRBTE
SCREWWITH23/4" I OF ALUM. POST
EMBEDMENT 1TH2-/4 NOTE:MINIMUMEMBEDMENTOF �^POST'
DISTANCE=3'3 ANCHORS INTO CONCRETE FOOTINGSHALLLL ASTEN PUS TO DEOC WI
PER OUTER FLANGG BE 2-3J4"AT ALL POST LOCATIONS ALL 2x2 xw 1 ANGLE TYPICAL MODULAR
SCREW LENGTHS AT POST CONNECTIONS W1114'LAG CREWS CORNER CONNECTOR POST
SHALL BE OF SUFFICIENT LENGTH FOR tl3 SCREW IRM 0r ANGLE
REQUIRED EMBEDMENT INTO CONCRETE PEP DETN A4
�8+ FOOTING WHENAPAVE`RDECKISPRESENT r
(2).3/8"OMACHINE DETAIL SEis AW/
BOLTS WITH WASHERS TOP VIEW _
OR(4)#1413/4'SMS ALUM,SQUARECOLUMN RECIEVING CHANNEL FASTEN TO DECK TYPICAL CORNER CONNECTION:
EASIDB W/I/4' LAG SCREWS 5115 , 24' D.C. MAX INSIDE & OUTSIDENE AS SHOWN
2"x2"x0.225"ANGLE EXTERNAL 1-1/2' EMBEDMENT MIN. WI FLANGED CORNER POST
OR EQUIVALENTPOSfBASE FASTEN T❑ PANCL_S
(1)->1/2.0LDTCONCRETE WALL ELEVATION FOR SCREEN W/#IOx3/4' TEKS 2 B' D.C, MAX'
SCREW WITHz l° OR WINDOW OPENING CORROSION RESISTANT
EMBEDMENT(MIN EDGE
OPT. FO(4)-3/INTERNAL FASTENINGDiSTANCE*3)
PEROUIBRFLANGE ( B'0 CONCRETE O //-1
SCRtEVJLVITH2-3/4" z a
EMBEDMENT(MIN EDGE
DISTANCE=3" ¢ a
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a a N
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SCALENTS TOPI a TOMFLANGES çj)
- ff L,JM fLOVGES SCAM NI5
3YJ OR4X4'UPRISIPE
PASTNTIOWN UPCOREC.CtUNNEL - - 10-20
OCT 20, 15
DETAILS
N.T.S.
Lo
W N
CONSTRUCTION NOTES: 0
(N
1)ALL EXIST. CONSTRUCTION IS TO REMAIN z
2) CONTRACTOR TO FIELD VERIFY ALL IL M
MEASUREMENTS PRIOR TO CONSTRUCTION Ui 2
ao
D ® LU LL
WI �, 3) CONTRACTOR TO INSTALL 3in COMPOSITE PANEL AS SHOWN O _j o
vi co I
4) NO MECHANICAL & ELECTRICAL ARE UNDER THIS PERMIT a m
-
w 5) 2x3 ALUMINUM CONSTRUCTION THRU-OUT a W
AX.® WZN
6) CONTRACTOR TO CONNECT TO EXISTING HEADERS <C)
°1-U)
3'-11" 4'-0" 4'-0" 3'-11" I 7) ALL WORKED TO BE COMPLIANT WITH CURRENT 5th EDITION (2014) FLORIDA
�t BUILDING CODES. CATEGORY II, NONHABITABLE, UNCONDITIONED SUNROOM
H.R. I H.R. I H.R. I H.R.
13) CONTRACTOR TO INSTALL ALL H.R&S.G.D. PER MANUFACTURE SPECIFICATIONS
16'-0" L (C.W.S. -7000 SERIES H.R. FL#15491 OR EQUIV. & P.G.T. 670 SERIES S.G.D. FL#251-R26
OR EQUIV. - PATIO DOOR SELECTED BY OWNER)
EXISTING NEW NEW EXISTING
EXISTING COMPOSITE ROOF
Fc�
E _
X � H.R. H.R. H.R. H.R. H.R. S.G.D.
W IW-CEXIST. SHED I COMPOSITE PANEL EXIST. CARPORT PANEL
o
EXISTING CONC. SLAB ¢ W
EXISTING NEW NEW EXISTING ri
II
APPROVED PRODUCTS LIST
PRODUCT SUB STATE OF FLORIDA EXPIRATION
CATEGORY CATEGORY MANUFACTURER APPROVAL # DATE
10-20
EXT. DOOR SLIDING EXT. DOOR. PGT INDUSTRIES FL251-R26 07/21/20 OCT20,'15
ASSEMBLIES
WINDOW HORIZONTAL CUSTOM WINDOW SYSTEMS FL13406-R2 09/20/25 N.T.S.PROPOSED ELEVATION
SLIDER - 7000 SERIES
General Notes
A.CONCRETE&FOUNDATION DESIGN: HOT DIPPED GALVANIZED.
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 S.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF'OX 4.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
PSI MINIMUM. BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR, �1
2. ALL CONCREZ i FILLED SUPPORTED SLABS SHALT BE 2500 PSF 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE S.1F PAVERS ARE UNDER ALUMINUM MEMBERS THEYSHALL
MINIMUMd,3112"NOMIAL THICKNESS. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXYADHESIVE TO CONCRETE OR IF USING GROUT,
3. MINT MHSII{3/4"PER HICK MIN,)MEETING GREATERTHAN 70 PERCENT OFTHE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST.
APPROPRIATE ACI CUBIC MAY BE USED THE BOLT ORSCREW,ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATEF,FAL SHALL BE 18X14XO.013 OR
IN LIEU OF WELDED AND ASTM REQUIREMENTS INSERTED IN PILOT HOLES BYTORNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS'NOTED
4. ALL SLABS ON GRADE SHALL BE 4v THICI4 WUHFIBERMESH. CIRCUMSTANCES BY DRIVING WITH A HAMMER. ON DRAWING 5.2.
5. ALL SHALL CONFORM TO ASTM A615,BE GRADE 7,ALL EXPANSION ANCHORS SHALL BE DESIGNED IN 7. 1"X2"X.045 NON-STRUCTURAL MEMBERS SHALL BE ATTACHED 60(60 KSI MIN.)REINFORCINGSHALL
DEFORMED BARS,#3 BARS MAY BE GRADE 40 ACCORDANCE W€TH THE SPECIFIC M4ANUFACTUREWS TO HOST WITH 1/4"DIAMETER X.1-3/4"EMBEDMENT&24"D.C. (;�
6• ALL OVER POUR CONCRETE FILLED SUPPORTEI?:SLGR SHALL REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY MASONRY SCREW FOR CONCRETE&EQIJIU LLENTSIZE WOOD SCREW N BE 3000 PSI MIN.,CONCRETE
TC M.THICKNESS. BE APPLIED IN CONDITIONS:ACCEPTABLE TO WHEN IN WOOL)I)X 1/2"EMBEDMENTSMS ORTEKSCREWS
7. SOIL BEARING PRESSURE SHALL BEA MINIMUM OF 1500 PSF. MANUFACTURER. FASTENERS SHALL BEA MINIMUM OFSAE IN ALUMINUM MEMBERS TYPICAL, W N
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FORTHL GRADE#5 OR BETOER ZINC:PLATED. Q W
FOLLOWING: 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR d
OPC(PORTLAND CEMENTTYPE I,-ASTMC 150). PRESSURE TREATED LUMBER ARE STAINLESS STEELTYPE 300 CL AGGREGATES-#f6 STONE,ASTM G33 SIZE AC150b7 LESS THAN 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES COMPOSITE WALL & INSULATED WINDOW
3/4". FORUSEISEN WITH NOACTED
PRESSURE TREATED WOOD,OR �O DESCRIPTION: INSTALLATION (PARTIALLY ENCLOSED Z
AIR ENTRAINING+1--1%-ASTM C260, OTHERWISE NOTED ON PLANS.
WATER REDUCING AGENT-ASTM C 494, 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153.
CLEAN POTABLE WATER. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS F& WINDEXPOSURE
DATA;
OTHER POTABLURES SHALL NOT BE PERMITTED. G-185. MATE DI SIGN WIND SPEED Volt(3 SECOND:GUST): 130 MPH tij9. METAL W ELDED WIRE SHALL CONFORM TO AS iiK A 185. IL FORSMS,THE MINIMUM CENTER•TO-CENTERSPACING SHALL M AL DESIGN WIND SPEED Vasd: W.o
I0.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAi BE 3/4"AND M€NiMU R CENTER TO-EDGE BHALI$E 1/2" CATEGORY I 110 MPH U)CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, UNLESS NOTED OTHERWISE. B
2,&3 ALONG WITH HOT WEATHER CONDI'1TONS 4. WIND LOADS:
RECOMMENDATIONS. E.REFERENCE STANDARDS: >CC. z=
I I.IFUTI'LIZING EXISTING CONCRETE FOR FOUNDATION, ASTM E 119 ROOF: +11.1/27.2 PSF @ 2B z
coNcxETE SHALL aE A i, rriMtaldl bP a°t14°THIC1cItEss, ASTM E1300 1300 WALLS: +27.2/-29.5 PS F @ ZONE 4 m-?
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASCE7-ID WALLS: +27.2/-36.4PSF @ ZONE 5 =Q!- U SPALLING OR OTHER DETERIORATION. AA ASM35,AND SPEC,FOR ALUMINUM PART 1A,&1-B I(i I w
ASTM C94 S. FACTORAPPLIED TO WINDOW WIND LOADS FOR C.W.S. - H.S. 7000 SERIES 'cc
it<0 LL,
B.MASONRY: ASTM C1SO OR EQUIVALENT m
!-CONCRETR MASONRY UNITS(CA )SHALL BE STANDARD ASTM C33 6. FACTOR APPLIED TO WINDOW WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 Q CO
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM C2&0 7, LIVE LOAD:
21.0 w n
TYPE M ORS MORTAR. ASTM C494 300th.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
2.ALL MORTAR SHALL BE OF TYPE M OHS. ASTM A615 200th.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
a.ALLLL GROUTSFIALLBE2000PSIIvFi'I h\jUS.ANDHAVE ASTM A185 B. EXIST. 4"CONCRETE SLAB,W 8"x8"MI3NOLITHICFOOTERW
MAXIMUM COARSEAGGREGATTESIZEOFAN FLORIDA BUILDING CODE 2014,5TH:EDITION (CHAPTERS 16,20 AND 23J / /(1)#S
4,PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 2010 ALUMINUM DESIGN MANUAL 3UGU PSI CONCRETE W/6-Xs6,_4PED 6"&OVER
REINFORCEMENT WHEN GROUT FOUR EXCEEDS,5-0"'IN 6"1"POLYFILM W/EDGES LAPPED 6'8e TAPED OVER CLEAN COMPACTED SOIL
HEIGHT, SHALL BE ADEQUATE To RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE.
F.:ABBREVIATIIJNS
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED 9. SCREEN ROOFTYPE:N/A
C.ALUl INU1YI: TO REPRESENT ALL THOSE USED ON THESE DRAWINGS BUT 10. SOLID ROOF TYPE 3x48x.024 (2#) DENSITY COMPOSITE PANEL ROOF FL15491 OR EQUIV.
I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
MINIMUM REQUIREMENTS OF 6005 TS FOR ALLOY WITHA 1:TYP--TYPICAL i�(,((4L�� STRUCTURAL, s1
MINIMUM THICKNESS 07 0.040"FORSUPPORTING MEMBERS. 2.SIN-SIMILAR
2; WHERE K1CK PLATES ARE USED-A MINIMUM THICKNESS OF 3,LION--UNLESS OTHERWISENOTED
0.024"SHALL APPLY, - 4.CONT--CONTINUOUS HOL ,f W SECTIONS
3, STRUCTURAL ALUMINUM DESIGN CONFORMS TO""PART I-A- 5.VIP-VERIFY IN FIELD
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 2 x 2 -- 2"x 2"x 0.040"
STRESS DESIGN"OR"PART I-B-SPECIFICATIONS FOR G,RESPONSIBILITY: 372:rr- _________ --3"72"x 0.050"
SALUMINUMTRESS
STRUCTURES-R"PA BUILDING LOAD AND RESISTANCE 1,ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 273:--------------------- - x 3"x 0.050"
FACTOR DESIGN"OP THE ALUMINUM DESIGN MANUAL 2010 CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2x 3 ---------------------------------2"x3"70.070"
PREPARED BY THE ALUMINUM ASSOCIATION, CODES,LOCAL ORDINANCES,ETC 2 x 4:----------------------------------2"x 4"X 0.050"
INC.WASHI NGTON D.C.THE 2014 BUILDING CODE, 2.CONTRACTORSHALL VERIFYALL DIMENSIONS AND DETAILS, 2X5'______�__.__
5TH 9DITI N(CHAPTER 16 2014 FLORIDAFLURIDAB DESIGN&CHAPTER NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN - 2"X 5"X 0.050"
20 ALUMINUM). DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD
4. WHERE ALUM+IIN MCOMESINTOCONTACTWTTH'STEEL,OR CONDITIONS. OPEN BACK SECTIONS
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 X 2:------------------------------------1"X 2"x 0.040"SEPARATION. 'SUNROOM ROOMADDITION ELEMENTSAS PROVIDED BYTHE 1 x3:--------------------------------------1" ¢
-
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS CONTRACTOR x 3"x 0.045"
THAW#10 SMS 6"FROMTHE ENDS AND 12"ON CENTER,IF 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED o
USING#12 SPACING MAYBE 24"ON CENTER. ON INFORMATION PROVIDED'BY THE CONT_RACTORAND SNAP SECTIONS
S
6, VINYG#12 SP ICt{s'i.A5S PANELS SHALL BE REMOVABL£.THEY MANUFACTURER 272 Soap:____W------ 2„7 2"x I1:045"
S.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BYA Soap:-----------------------2"-_--`_---
SHALL BE IDENTIFIED WITI3 A DECAL ESSENTIALLY STATING 2 x 3 Sn a
"REMOVABLE PANEL SHALL BE II IEN WIND LICENSED P.E.IN ACCORDANCE WITH STANDARD p -------------------------------z"x4"X 0.4 5"
SPEEDS EXCEED 75 MPH".DECAL SHALL:BE PLACED SO IT'IS ENGINEERING PRACTICES. 274 Snap;.--.-.-----------------------2"x 4"X 0.045"
'VISIBLE WHEN PANEL IS INSTALLED. f—j N
(ACRYLIC/GLASS WIN BREAKERS INCLUDED) H.MISCELLANEOUS: SEL MATING>SMS}
1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED DNA 2 x 4-5M$. — ----------- -- 2"x4 70.044"70i00"D.FASTENERS: MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME.IF 2215 SMB 2"X S"110.050"x 0.11$" a W
I.ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE THE EXISTING STRUCTURE IS ONE OF THESE,A SEPARATE 4TH X SMB 2"X 5"X41.050",X 0.120"
WASHER UNLESS WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT IQO
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
30018-8,WITH STANDARD FLATNFOADDITIONAL LOADING IS PLACED ON THE MANUFACTURED 2 X 7 SMB 2"x 7"X 0.057"x 0.120" A o
WITH ACQ PRESSURE TREATED WOOD. HOME. 2 X#3 SMH - - 2"x8"70.072".X0.224" c¢7
Z HEX BOLTS HAS TO BE ASTTT A 32$,PLATED WITH STANDARD 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 27 4 SMB - --- 2"X 9"70.072"70.224" a V l
FLAT WASHERS AND NUTS. ENCLOSURE SHALL COMPLY WITH RESIDENTIAL'SWIMMING 2 X 10 SMB, ----- -___— - 2"X 10"110.092"x 0.374" V 1
3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE
TAPCON REDHESC DYNABOLT,ORAPPROVED EQUAL. R 4101.17 IN ITS ENTIRETY.
3. EMERGENCY ESCAPE&RESCUE OPENING PER FBC 11310.110-20
a.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BEOCT 20,'15
SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL
NOTES
PROPERTY LINE
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PROPERTY LINE
10-20
OCT 20,'15
SITE PLAN
N.T.S. "1