HomeMy WebLinkAbout16-17358 �
CITY OF ZEPHYRHILLS
5335-8TH STREET ,
, (813)780-0020 17358 �
` BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION I
Permit Number: 17358 Address: 37341 GILL AVE LOT 174
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: MOBILE HOME SUBDIVISION Lot(s):174 Block: Section:
Square Feet: , Subdivision: GRAND HORIZONS
Est. Value: Parcel Number: 34-25-21-0010-02800=1740
Improv. Cost: 3,500.00 OWNER INFORMATION
Date Issued: 5/20/2016 Name: NEEBAR, CHANDRA
Total Fees: 142.50 Address: 37341 GILL AVE LOT 174
Amount Paid: 142.50 ZEPHYRHILLS, FL. 33542
Date Paid: 5/20/2016 Phone: (813)715-2660
Work Desc: CONVERT SCRN RM TO SUNROOM 14 X 17
CONTRACTOR S APPLICATIOM FEES
SUNSTATE ALUMIUMN INC BUILDING FEE 82.50
JAMES O MORTON ELECTRIC CO.,INC. ELECTRICAL FEE 60.00
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- Ins ections Re uired
FOOTER 2ND ROUGH PLUMB MIS 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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CONTRACTOR 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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�ity of Zephyrhills
BUILDING PLAN REVIEW C�1��ENTS
Cantractor/Home wner: �GLt'��,' `/��='(�.-
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L7ate Received: �-�J �"�/'�--'
Site: �� � � � ����( 1�'l�
Permit T e: � C,GY"�l /"'O,ZJ,�,1, � ��'-�`'-� Z`"�_��7
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Approved w/no cornments: Approved wlthe below comments: ❑ l�enied w/the below comments: ❑
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This camment sheet shall be kept with the perrnit andJor plans.
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K.alvin�wi F'lans Examiner Date Contractor andJor Homeowner
• (Requirsd when comments are present)
. ���`���� Page No. of Pages
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• SUN STATE/�LUMINUM, INC. ,
6154 Fort King Rd '
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ZEPHYRHILLS, FL 33542
(813) 788-7308
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SUBMITfEDTO PHONE DATE � � + ,
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STREET . .+. ' "" JOB NAME . _ � _ .
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CITY,STATE and ZIP CODE ,• '�'• ,-- ��-�• �'. 1 '� 'JOB LOCATION _ „ �
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ARCHITECT �'�-'° � `•��;�' � �' � DATE OF PLANS `�"''� JOB PHONE I
We hereby submit speciffcations and estimates for: �
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�E �DtTtrdLt,hereby to fu'rnish,material and labor�;`complete��in accordance with above specifications, for the sum of:
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Payment to be made as follows: ` �-�k.�. �� �� ,\� �- .-� dollars($ ;`N` �"v���'' " ).
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! All unpaid balances subject to 1.5%monthly interest fee. __�----" =_r.- --•--r���'-' - '��'�---�- ,
! All material is guaranteed to be as specified.All work to be completed in a workmanlike -^"""� -='�`.� �.,,----_,�.,`'r'"-"4�'"o-"�"��."'�'� ' _„
' manner according to standard practices.My atteration or deviation irom above specifications �.�Authorized��.�---����,=�,;�ry^�''__._,_._.....�--. _Y,-____� .-.-----~';'�
I� invotving extra wsts will be executed oniy upon written orders,and will become an exVa�.r��Signature,.��'_._<�s�x::.--ilip-F^�' _ - -" �q __ _ --
charge over and above the estimate. All agreements contingent upon strikes, ar�cidentis .r'"�� _ --�-!""`�"'"""^�-•----- �-�"` "'"'�
�� or delays beyond our control.Owner to carry fire,tomado and other necessary insurance.�_�.�.�--^�''_;;=..�-Noiea ThiS'pfoposalTmBy be ^
Our workers are fully covered by Workman's Compensation Insurance. ViiitFidrawn by us if not accepted within days.
�CCC�JL�TCCe Of �LDTY�r�CI—The above prices,specifications �, ,�`� ! '� �
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; and conditions are satisfactory and are hereby accepted. You are authorized Signature ��'-�� "`'�� �t � �,` ��- -- --_�'
to do the work as specrfied. Payment will be made as outiined above. v '
Date of Acceptance: Signature
���uf � ������s
FBC Plans � ���������������������������I�����������������������������I��
�lorida �Engineerin
�uilding , 6272AbbottStation r. 2016071010
Unit 101 -
�de Zephyrhilis,FL 335,
Permit No. Parcel ID No
� NOTICE OF COMMENCEMENT /�
Slate of V ti Couoty of_�/ �Gv .
THE UNDERSIGNED hereby gives nolice lh�t improvement will be made to cerlain real property,and in accordance with Chapter 713,FloriOa Sfalules,
the lollowing informalion is provided in this N tice of Commencement':/ y� y�
1 Description ot Property: Parcel Idq tification No. .�7�� � '-2 �- (//�(d - (/C�C�C� -J"� 5/ �
Streel Address: ��I uJ�. ��i��li l ��( /
2. General Description of Improveme /1 f�l� I
3. Owner Infortnation or Lessee info 'ation i(lFie Lessee conlracted for the improvement:
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Name �, l�L�. �P/�lLc,Ph/l/S (=�. 33s Yl ,
dress Gty ��' State �
Interest in Property� L� �
Name of Fee Simple Tilleholder: ' .
(I different frnm Ourner lisled above) ',
Address Ciry Slate I
4. CoNractor. /� U U� � �
_Name/�7�' !�t �P�D�I...,/`hi ll.� �G 33J��— � � �-_ - I
Address _ � � O City � Slate ��� '� '. �(���
Coniractors Telephone No. 0 • \ �� ,
5. Surety: /� �e.�"i � �
Narne o5 ' � +++ a�D
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Address Cily Slale � •. ' � � ''
Amount of Bond: E Telephone No. � � `� ' a �Q
t7� �
6. Lender: � ,� �,
Name ��
• �
Address City Stale �� ' ,
Lentler's Teiepfione Na. • S�
7 Persons within the Stale of Floritl designaled by the owner upon whom notices or olher documents may be served as provided by ���'� �
Sedion 713.13(1)(a)(7),Florida SIaC tes:
Name ' w Y
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a Z � w
Address City Stale � � �� ��W U
Telephone Number of Designated P son: v z =Q ~�J O ~
fdY U CA J �
8. In addition lo himsell,the owner desi nates o( Q Q Q = Q N � a �
' to receive a copy ot the Lienor's NoUce as provided in Seclion 713.13(1)(b),Florida Statules. � W � (— � a O I
Telephone Numbe�ol Person or Enti Designaled by Owner � � _ � J � I
9. Expiratlon date of Nolice of Gomme cemenl(the enpiretion date may not be before the completlon of consiruclion and final payment lo the � �LL � � U � �
contractor,hut wiil be one year from e dale of recording unless a ditferent dale is spedfied): w � Q
WARNING TO OWNER: ANY PAY ENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT � �-_- }� V �
ARE CONSIDERED IMPROPER YMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN � W Q Y
RESULT IN YOUR PAYING TWIC FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE � ~ L'L �
RECORDED ANO POSTED ON TH JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO QBTAIN FINANCING,CONSULT V =� V Z W
WITH YOUR LENDER OR AN ATfO, NEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT a{— F- J Q U
Under penafty of perjury,I deGare Ih �I have read the foregoing ice co menc ent and tha Gs slate therein are true lo the best Q �U m 0 lL /
of my knowledge and belie(. � � H� � a p w
STATE�OF FLORIDA � O Q' d.' LL = Q Z
COUNTY OF PASCO . -� W O O >...
Signature ol Qwner or Lessee,or Ownefs or Lessee's Authorized " V- U U � cG �
� OfficerlDireclor/Partner/Manager 11- Q � �
mlv,c�C!2_ o ►— z � g
Signatory's TNIelOKce / W � Q J W `
d� �4 � L�h�/9�(1��1 �/ a� Q cn �u-� �
The foregoing inslrument vias acknowledged b ore me lhis day of 20 by , ����/�- � T �Z a m
as (type of authority,e.g.,oKicer,Wstee,atlamey in fact)for � �' � � �
(name of a y on beh I(of whom fnslni ent was xeculed).
Personally Known�OR Produced Idenlif atio Natary Signature� _���/-���� !�y��
Type of Idenlification Produced L. � �• `l � Name(Prinl) ��'f��-�tN/� .V�1� �7�/�
�;ii+'r''rti�;- SHIADENKDELCOTTO
MY C�MMISSION i EE 198857
�'•• �v IXPIRES:Juna26,2016
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Rcpt:1769113 Ree: 10.00
wpdata/bcs/noticecommencement_pc053048 DS; 0.00 IT: 0.00
0S/06/2016 J. R., Dpty Clerk
PpULR 5 0'NEIL,Ph D PpSCO CLERK B COMPTROLLER
08/06/201fi 10:43am 1 of 1
OR BK g363 P� 2919
a�s-7ao-oo?o_,_ . . , _ City of Zephyrhills Per.mit.Application Fax-813-780-0021
' ' � Building Department ' �
' . , �
Date Received � �� �C-f plione Contact for Permitting , �� �0 - �� `�
—rrrrrrrr — fTT�� . ,\
Owner's Name O �l. � e Owner Phone Number'" "�< � ��� U
Owner's Address � (J� l� �1 �. ��Gt�l�s 33 Y� Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS S�l �~6 l ?��°• �/L� [S �f �,���F LOT# � /� l
SUBDIVISION �G7GL� d►'(L dh1 PARCEL ID# � '.� �� �l' D�YI� `D�GY� � '� D
(OBTAINED FROM PROPERTY TAX NOl10E)
WORK PROPOSED B , NEW CONSTR e ADD/ALT � SIGN � Q DEMOLISH
INSTALL REPAIR
PROPOSED USE � SFR Q COMM 0 OTHER
TYPE OF CONSTRUCTION � BLOCK Q FRAME � STEEL 0
�Ki iw� �/ _c
DESCRIPTION OF WORK v (J�L�/`-`� �'CY t"!i!�b� rd Ol Lllf i"dDY�
BUILDING SIZE �7 I � SQ FOOTAGE� HEIGHT
"TTT�QTT'TI"1"I�T�TITf�T1�1TT�1TI�TIT7�T1�TT1�ITi�ITfTT�T1�TT�1�
OBUILDING $���D,� ,\ VALUATION OF TOTAL CONSTRUCTION
U
'�ELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C.
OPLUMBING $
OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ��� �
OGAS Q ROOFING Q SPECIALTY 0 OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO
-�-f-F-i-H�-H--�1-I--1-F-��1--1--F-1--1-1--F-t-1--1-1-1--f-l--E-��F�-1-�4-E-t--F-�--E-�--F-1--�-F-1--1-1--1--1-1--1--1-f-i-i-1-i-F-�-1-1-a-H+1-
BUILDER l � �'�� ` COMPANY � Y� ��? � GC!�'`
SIGNATURE �� `� REGISTERED Y/ N FEE CURREN Y/N
Address .�L� � ��7e� /� • _�, ��� 3 �y� License# �7 �
ELECTRICIAN • � �� � COMPANY ��"�h �/����/ G,
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address % l,� � �l�l���.i ,j�� License# J�d�Q� yy.3
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN .Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
� � e � � � � � � � � � � to � � i � � � � � � i � � � � � � � � � � i � � i � � ti � � � � � � t � t � � � � � � � i � � � i � � �
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(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 Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(3)complete sets of Building 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 Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
"***PROPERTY SURVEY required for all NEW construction.
.d--4.f..f-L-�..4.1--f..f-1..�-I..f..f-1..1-�1--t-1..1�4-{.J-�.d-f�-E-1-1-1-l-1..1-1--t-�i-t-I-f-f-1-1--{-�1-i..{-{.a..f-l..t-1.�-1-1-i-i-f..t-4-f-�f-
Dlrections:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500)
" Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
CVOT{GE f?F DEED RESTRIGTIQNS: The ttndersigned understands that this permit may be subject#o"deed"res#rictions°
which may be more resfricfive than County regulafions. The undersigned assumes responsibility for compliance with any
applicable desd restrictians.
UNLICEMSED CUNTRACTORS AND CONTRACTdR RESPONSIBiLtTIES: If the awner has hired.a contractor or
con#ractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
con#ractor is nat licensed as reguired by law, both the owner and contractor may be cited far a misdemeanor violation
under sfate law. if the owner or infiended contracEor are uncerEain as to what iicensing requirernents may apply far the
inter�ded work, they are advised to cantact the Pasco County Building Inspection Division--Licen�ing Section at 727-847-
8009. Furthermore, if #he owner has hired a contractar ar contrac#ars, he is advised to have the contractor{s) sign
portions of the "contracfior Block" of this application for which #hey will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licertsed and is not entitled to perrnitting privileges in Pasco
County.
TRANSPG7RTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportafian Impact Fees and Recourse Recavery Fess may apply ta the constructian of new buildings, change of
v use in existing buildings, or expansion of existing buildings,-as specified in Pasca County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood ttiat TransporEation lmpact Fees and Resource Recouery Fees must be paid prior to
receiving a `certificate af occupancy or final power release. If the project does nat involve a certificate of occupancy or
� „
final power release, the fees must be paid prior to permit issuance. Furthermare, if Pasco County WatedSewer lmpact
fees are due,they must be paid prior to permit issuance in accardance with applicable Pasco County ordinanees. �
CONSTRUCTION LlEN LAW(Chapter 713, Florida Statutes, as amended): If valuatian of work is$2,500.00 or more, I
cerfiify that 1, the applicant, have been provided with a copy of the °Florida Cansfruction Lien �.aw—Homeowner's
Protection Guide" prepared by the Florida Department af Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner", I certify that 1 have obtained a copy of the above described document and promise in good faith to
deliver it#o the"owner"prior ta commencement.
COIVTRACTOR'S/OWNER'S AFFIDAVIT: 1 certify that all the information in this application is accurate and that all work
wiii be done in compliance with ali applicabie laws regulating construetian, zoning and land development. Application is
hereby made ta obtain a permit ta do wark and installation as indicated. I certify that na work or insfiallation has
commenced priar to issuance of a permit and that all work will be performed to meet standards of a!! laws regulating
construction, County and City codes, zoning regulations, .and land development regulations in the jurisdiction. l also
certify that I understand that the regulations.of other government agencies may apply to the intended work, and that it is
, my responsibility to identify what actions 1 must take ta be in compiiance. Such agencies inciude but are not Iimited ta:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentaliy Sensitive
i Lands,Water/Vl/astewater Treatment.
- Southwest Fiorida Wa#er Management District-Wells, Cypress Bayheads, tNetEand Areas, Altering
Watercourses. �
- Army Corps af Enginsers-Seauvalls, Dacks, Navigabie Waterways.
- �Department of Health & Rehabilitative Services/Environmental Healfih Unit-VVells, Wastewater Treatmenf,
Septic Tanks. '
- US Environmentai Protectian Agency-Asbestos abatement. �
Federal Aviation Authority-Runways. '
I understand that the foliowing restrictions appIy to the use of fill:
- Use of fill is not allowed in Flood�Zone"V"unless expressly permitted.
- !f the fill material is to be used in Flood Zone "A", it is understoad that a drainage plan addressing a
"compensating volume"wi11 be submit#ed at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- 1f the fiIl material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
constructian, f cerkify thafi fill wifl be used only to fi11 the area within the stem wall.
- !f fill materia! is to be used in any area, I certify tha# use of such fll will not adversely affect adjacent
properties. if use of f(1 is found to adverseiy a�fect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, i promise in good faith to inform fhe awner of the permitting conditions set farth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, welis, poals, air conditioning, gas, or other instailations not specificaily inciuded in the appIication. A
permit issued shall be construed to be a license to proceed with the work and not as aufihority to violake, cancef, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Suilding Officia!from thereafter
requiring a correction of errors in p(ans, construction or vialations of any codes. Every permit issued sha11 become invaIid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended ar abandaned for a period of six(6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and wil� demonstrate
justifiable cause for the extension. !f work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TW[CE FOR tMPROVEtIltENTS Tta YC1UR PRt3PERTY. tF YOU tN7'END TO'OBTAiN FINANCiNG,CONSULT
WITH YOUR LENDER OR AN ATTORN�Y BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT{F.S.177.03)
OWNER OR AGENT /����1_.,�t��.f.�G-+R-., CONTRACTOR � G �i�7��„
Subscribed and sworn i (or affirmed)before me this Subscribed and sworn (or affirmed before me this
-�t}-I _by 1rtV C�Yl t v4t'1� �-(ta'"1�o by�1�}�tti! IM t 1�Yt '9
Who is/are ersona y nown e or has/have produced Who is/are pna y no n toi mc a as/have produced
as identification. as identification.
Notary Pubiic Q� ��� Notary Public
Cammission No. F��� 3� CC �( Commission No. ��d�� ��l l .
� ..
I Name of Notary typed;printed or stamped Name of Notary typed,printed or stamped
I
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FL# Tvpe Manufacturer Validated Bv Status
FL153-RS Rev(sion Custom Window Systems Inc. Steven M. Urich,PE Approved
Historv Category:Windows (717)932=8500
Subcategory:Horizontal Slider
•Approved by D6PR.Appmvals by DBPR shall be reviewed and ra[ified by[he POC and/or[he Commission if necessary.
Contac[Us: 1940 North Monroe Street.Tallahassee FL 32399�hone:850-487-1824
The State of Florida is an AA/EEO employer Coovriaht 2007-2013 State of Flor(da.::Privacv Statemen[::Accessibilitv S[atement :Refund Statement
Under Florida law,emall addresses are public rernrds.If you do not wan[your e-mail address released fn response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by tradi[ional mail.If you have any questions,please contact 650.487:1395.'Pursuant to
Section 455.275(1),Florida Statutes,effective Odober 1,2012,Iicensees licensed under Chapter 455,F.S.must provide the DepaRmen[wi[h an email address if
they have one.The emails provided may be used for offidal communiration wi[h the licensee.However email addresses are public remrd.If you do not wish[o
` suppiy a personal address,please provide the Department with an email address which can be made availabie to[he public.To determine if you are a licensee under
Chap[er 455,F.S.,please click here.
Product ApprovalAccepts:
� � eChc;,k �
5CCqtIL{'11tTiitCS'
https://www.floridabuildin�.org/pr/pr app lst.aspx 7/3/2015
GENERAL NOTES �����•�'
HORIZONTAL SLIDER - NON-IMPACT 1.THEPRODUCTSHOWNHEREINISDESIGNEDANDMANUFACTUREDTO yyIMDOWSYSTEPiS
COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION.
1900 SW 44TH AVE. '�,
2.GLAZING OPTIONS:(SEE SHEET 2) � OCALA,F�ORIDA 34474
W W W.CWS.CC �'
, � 3.CONFIGURATIONS."XX'
72" MAX UNIT WIDTH 4.DESIGN PRESSURE RATING: �J6OO ALUM.
� 3z" 35 3/4" MAX. � -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS
GLASS DLO PANEL WIDTH TABLES ASTM E-1300-04. HORZ.SLIDER XX
, -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER NON-IMPACT
A INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04.
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN ,n a N r w
THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION o o a '°' o H
i DETAILS.
72� -- -- - -- o 0 0 � o O
MAX 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE
SYSTEM IS RE�UIRED IN WIND BORNE DEBFiIS REGION. Y w � u. w
UNIT w ¢ � � ¢ m
HEIGHT 7.ALL FRAMES AND VENTS SCREW ED TOGETHER.SMALL JOINT SEAM �
B i SEALANT USE AT ALL FRAME JOINTS AND JAMBS. � r� w W � Z
� B m W o o LL O
8.SERIES/MODEL DESIGNATION HS-5600. � N V U o �
69 5/8" N 3 3 N Z >
MAX. 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: ¢ w W W W O �
PANEL X=OPERABLE SASH. a Z O O a �
HEIGHT o � � F- o a
w w w w w ¢
10.SECTION CALLOUTS FqOM ELEVATIONS APPLY TO ALL ELEVATIONS IN �' � � � � U
x � A SIMILAR LOCATION. o z o 0 0 �
i '` � a w a a a W
� ¢ > > > �
11.W EEP SLOTS=1/4"X 1"LOCATED 3'FROM BOTH ENDS AND ONE IN — ••
g5 3/16" THE CENTER. w o U m ¢ O
GLASS
��������ORE lv�T��,�.
DLO
� '�.`GQ.S.��CE:NS. G� r
s ��' No 582 1 .y�73�'
Lucas A.Turner _*r
2015-04-03 = ' * '*_
C' 12:54-04:00 ?��: STATE oF :�u�i�
+i�c�s;�.�o R 1�.�Cj\�:�
_ � _ _ �.,���SfONA'�„`,��
C 6 A XZ
4321
- LUCAS A.TURNER,P.E.
FL PE#'S8201
_ 1239 JABARA AVE.
NORTH PORT,FL 34268 •
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
' ELEVATIONS
TABLE OF CONTENTS DRAWN 8Y• DATE:
GENERALNOTES&ELEVATIONS... 1 MAX. UNIT DESIGN PRESSURE ADE 05/07/08
GLAZING DETAILS.. .........................2 CONFIG. IMPACT RATING
SECTIONVIEWS........ ........... ...... .3 , SIZE RATING DWGN: REV..
ANCHOR SCHEDULE&NOTES... .5 XX 72��X 7Z�� +/-35 PSF NONE CWS-171 E
INSTALLATION DETAILS....................6 SCA�E: SHEET
1:15 . 1 OF6
. �
i
' _,
, , �������
WINDOW SYSTSMS
, 7900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
5/8" OVERALL 5/8" OVERALL
5600 ALUM.
` 1/8" ANNEALED 1/6" TEMPERED HORZ.SLIDER XX
--{ �3/16"ANNEALED --{ �3/16"TEMPERED I 3/8"AIRSPACE 318" AIRSPACE NON-IMPACT
I I
� 1/B"ANNEALED 1/8"TEMPERED
1fl � N r a0
� O
'7 / O O � � O F--
17 �8 O O O � O �
�8 �
13/16" GLASS BITE 13H6" GLASS BITE 9/16" GLASS BITE Y w � u w
9116" GLASS BITE � o w w o �
w ¢ F- r ¢ m
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GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D `��`Pg PN�Ej��S.TG,�%�
c, . �, cc .G .
��:� No 58201 •':�'�'
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LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
P H.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAI�S
DRAWNBY• DATE:
ADE 05/07/08
DWG a: REV
CWS-171 E
' sca�e: SHEET
��� 20F6
10 1/2" MAX.O.C.(TYP.) � 2�.�,P 15" MAX O.C.(TYP) �(y(yp�(�����
WIMD04Y SYSTEMS
5" MAX. �-M� ' 1900 SW 44TH AVE.
4"TYP.
SEE NOTE 2 �MAX � OCALA,FLORIDA 34474
5" MAX. ---1 i-g^ 7�yp. � �Z� �TYP•) SEE NOTE 2 WWWCWS.CC
� � - 5600 ALUM.
10 1/2" MAX.O.C.(YYP.) HORZ, SLIDER XX
/Sz" MAX.O.C.(TYP.) ' NON-IMPACT
�
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00
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� INSTALLATION INSTALLATION
ANCHORS(TYP) ANCHORS(TYP) o �n o Z
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ANCHOR LAYOUT-FIN �wn1 Z
THRU NAILING FIN(METAL OPENING) THRU ACHOR WA WOOD OPI NING) �����`��OR�W I r��i�
y�j�p�`?.��G E ry SR G•Q7•G
��:. No 58201, �:�7}:
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NOTES: ' �90:. STATE OF ;�`
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1.INSTALL ONE ANCHOR AT EACH LOCATION THRU WINDOW FRAME FIN.SILL ANCHOR SPACING SAME AS HEAD. ��i�S���R��P G�``�
��'�.,s,l�NA�������
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1l4" USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT LOAD BEARING
SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. ��
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,,SHEET 6. 4 2 1
LUCAS A.TURNER,P.E.
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE R 58201
�WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE.
NORTH PORT,FL 34288
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL tJOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN PH.941-380-1574
THE MINIMUM SPECIFIED IN TABLE 1,SHEET 6.
SHEET DESCRIPTION:
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR SCHEDULE AND
NOTES
7.A MINIMUM 1"CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BE7VJEEN ALL WOOD AND METAL FASTENERS.
DRAWNBY� DATE:
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE ADE 05/07/08
STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES SHALL NOT BE CRACKED DWG x: REV
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALWS��� E
FMA/AAMA 100(FIN WINDOWSJ,FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SHEET
, 1:20 50F6
TYPICAL HEAD ANCHORAGE //q�������
MIN.EMBEDMENT ��
SEE TABLE 1 WIND04N SYSTE�iS
SUBSTRATE BY OTHERS MIN.EDGE DIST. ' 1900 SW 4aTH AVE.
SEE TABLE 1 —� SEE TABLE 1 OCALA,FLORIDA 34474
MIN.EDGE DIST WWW.CWS.CC
PERIMETER SEALANT SEE TABLE 1 7/4" MAX.SHIM
BYINSTALLER
INSIDE AND OUT J� INTERIOR 5600 ALUM.
INSTALLATIONANCHOR i -- � HORZ.SLIDER XX
SEE TABLE 1 NON-IMPACT
SEALANT BETWEEN 1/4" MAX.SHIM MIN.EMBEDMENT
SUBSTRATE AND SEE TABLE 1 �n v cv r o�
FIN BY INSTALLER � �
r o
c� rn c� v m w
0 0 � � o Q
� � � o n
SUBSTRATE BY OTHERS o 0 0 � o.❑
SEE TABLE 1 Y w i,. � w
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INTERIOR w ¢ F- i-- ¢ m
PERIMETER SEALANT BY INSTALLER �
INSIDE AND OUT � N W W � Z
� SEALANT BETWEEN SUBSTRATE INSTALLATION ANCHOR m ¢ o o m O
o (n
AND FIN BY INSTALLER SEE TABLE 1 N `" 3 3 N z �
Q w w w � � L11
HORIZONTAL SECTION a Z O O a F' �
SEALANT BETWEEN 1/4" MAX.SHIM TYPICALJAMBANCHORAGE o W r- r- o a
SUBSTRATE AND Q � Q Q Q v
FIN BY INSTALLER �MIN.EDGE DIST �
INSTALLATION ANCHOR SEE TABLE 1 � ¢ > > > o
SEE TABLE 1 � w o U m ¢ O
BYRNSTALR REALANT `�������DRElvrT4��
INSIDEAND OUT �`�Q-�',:'�CENS'�G'P�'�
SUBSTRATE BY OTHERS ` � • � F,•�?��
SEE TABLE 1 �v;� No 582�1 :�7�:
MIN.EMBEDMENT *� * ��'
SEE TABLE 1 �� �¢=
'9�. STATE OF :�w+
[q1 VERTICAL SECTION +�O��O'��O q 1�P:\���`
TYPICALSILLANCHORAGE ''.,SSi�NA;�C`��`�
��
4 2 15
LUCAS A.TURNER,P.E.
FL PE 7l 58201
' 1239 JABARA AVE.
NORTH PORT,FL 34288
P H.941-380-1574
SHEET DESCRIPTION:
INSTALLATION DETAILS
TABLE 1:APPROVED INSTALLATION FASTENERS
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMEM MIN.EDGE DIST. oRawN or oaie:
2x MIN,SPRUCE-PINE-FIR WOOD(G=0.42 MIN.) #8 WOOD SCREW 1-1/2• � 7/i6" � ADE 05/07/08 i
DWGp� REV
16 GAUGE(0.06D")MIN.STEEL #10 GRADE 5 SELF-TAPPING/ . FULL"iHREAD ��2, CWS-171 E �
(33 KSI YIELD MIN.)OR ALUMINUM(6063-TS MIN.) DRILLING SCREW THRU 0.060"
scn�e: SHEET
��2 60F6
� 3 INTERIOR 3 �(StyN7���•�
6 1 6 1 WIND0IN SYSTEPiS L�
1 6 6 7900 SW 44TH AVE.
OCALA,FLORIDA 34474
❑ � WWW.CWS.CC
1 ;
> ; 5600 ALUM.
` � ' HORZ. SL[DER XX
❑ 16 NON-IMPACT
, a � � N � m
4 ��' !+
0 o a � o ~
� �� � � 6 1 04441 1421 4 )4 000 � 00
� fb� 1
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44 —Q LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
� NORTH PORT,FL 34288
SECTION C-C PH.941-380-1574
p 5 ALTERNATE VIEW WITH
I/G SASH SHEET DESCRIPTION:
NOTE.
SECTION VIEWS
MAIN FRAME IS SAME FOR BOTH S/G AND I/G UNITS DRAWN BY• DATE:
SECTION A-A
ADE 05/07/OB
DWGk: REV—�—
ITEMS USED BUT NOT SHOWN FOR CLARITY ' CWS-171 E
19,29,3235,39,43,45 - � sc"�E: SHEET
1�2 30F6
PARTS LIST
ITEM PART# DESCRIPTION Vendor Materlai FRAMECORNER •
3 1/4" 3 3/8" CONSTRUCTION ��(����jn•�
1 5-1362 Fr.,HS,OSM,Head Keymark Alum � \ w uu��
2 H-1495 Fr.,HS,OSM,SIII WINDOW SYSTEPIS
Keymark Alum 1900 SW 44TH AVE.
3 S-1466 Fr.,HS,OSM w/Spline Grooee,Jamb Keymark Alum OCALA,FLORIDA 34a7a
4 S-1384 Fr.,HS,OSM w/Spline Groo�e,Head Keymark Alum 2 5/8" 4 p S�g�� 1 \ W W W.CWS.CC
5 H•1496 Fr.,HS,OSM w/Spline Groo�e,Sill Keymark Alum � ���6" I ���6„ y
s S-�467 Fr.,HS,OSM,Jamb Keymark Alum 5600 ALUM.
8 S-1307 Panel,Top Rail,HS,(I.G.) Keymark Alum -T--- HORZ. SLlDER XX
9 S-1021 Panel,Bottom Rail,HS,(I.G.J Keymark Alum OSM SPLINE GROOVE HEAD-1384 OSM HEAD-1362 FRAME JAMB PROCESSED AND NON-IMPACT
10 H-1017 Panel,Lockstile,HS,(�.G.) Keymark AIURI , SCREWED TO HEAD AND SILL.
11 H-1317 Panel,Inlerlock,HS,(I.G.) Ke marlc Alum 3�/4�—� 3 3/8"--i — -
Y � PANE�CORNER '� � N � �
12 S-1340 Panel,Top Rail,HS,(S.G.) Keymark Alum "i CONSTRUCTION c� m cl. v m ui
I 2 0 0 o F--
13 S-1345 Panel,Bottom Rail,HS,(S.G,) � Keymark Alum 5 0 0 0 � o 0
14 H-1365 Panel,Lockstile,HS,(S.G.) � Keymark Alum
15 H-1366 Panel,Interlock,HS, S.G. ��16,� � o w w o �
� 1 Keymark Alum 215/16" t/16" 215/76" w ¢ F- r ¢ m
16 S-1359 Screen Retainer - Keymark Alum ^
(� U fn w W U Z
17 P-3394 Glz.Bd.,"Marine Glazing",3/16"Glass �;t m � o 0 0 0
18 P-3206 Glz.Bd.,"Marine Glazing',5/8'Glass w � � _ v�
19 P-3256 6200 Jamb/Sill Gasket � �
HOP OSM SPLINE GROOVE SIIL-1496 OSM SILL-1495 w w Z Z � O �
20 P-3398 Open Cell Pad PANEL SIDE RAILS PROCESSED a Z O O a F-
HOP AND SCREW ED TO TOP AND o � � �" ❑ n'
21 P-3308 Wst .,.310 x.270 Back,Fin,Black Soft Touch Center Fin Ultrafab I"'-1 15/16" �� �5��6�� BOTTOM RAILS. F � F � � V
22 P-3309 Wsl 7/8" 7/S"�----I �
p.,.310 x 187 Back,Fin,Black Soft Touch Center Fin Ultra(ab °a w a a d W
6 I I � rc > > > o
-3311-R Wslp.,.320 x 1.25'Back,No Fin,Grey(Dust Plug,2'Strips Ultrafab �" —
24 P3402 Wstp.,.530 x 115 Back,Fin,Black Soft Touch Center Fin,( Ultrafab 3 13 I 9 w o U m ¢ O
25 P-3215 45 Degree Weep Co�,er M&M Nylan I ``,`�tipR�+r������
26 P-3265 Handle,Lock(5200/6200) 3 7/16" 3��q^ 2 5�8. 2��2, �ti p1`y ...W T i�
Sullivan T�nc 1/16" ':�p•`''��CENgFL��''.i
27 P-3270 Keeper,(5200/6200) � ini Die Ca Zmc ��16��
28 P-3602 WindowRoller 5200/62�0 ��16 1/16" ?v.'� No 58201 �:���
( ) A1 Comp. Nylon =*. * _•*�
29 P-3609 Window Bumper
30 P-3504 1/4-20 x 7!2'Philli s Truss MS SS,Screw BOT RAIL-1345 BOT RAIL-1021 �'n� :a;
P Fastenal Steel OSM JAMB-1467 OSM SPLINE GROOVE JAMB-1466 �p'. STATE oF ,-'tu.
31 P-3505 #10 x 1"Phillips Truss Tapping T A,1 B-8 SS,Screw Faslenal Steel ^�'�,�s��o R,0 A'O\=��
32 P-3612 1t8 x i"w/1/4"Lead Pan Head Quadrex Self-Tapping Type A Fastenal Steel 7�g^-�---{
33 P-3537 #S x 1 1/2"Panhead,SS Fastenal Steel ��8 � ��2�--I t"
� I 'f'_"1 � � 13/8"-{ �,��Si�N,�„����,`
34 P-3881 Temporary Lbl.(NFRC/DP) 12 -� B � � y rL
j 15 � 11 �
35 P-3613 CWS Lbl(logo) 1 13/i 6" � ��/�g^ 4�/2015
36 1/16" 1 3/8" t/16" 7 3/8" � 1/16'
Glass,See Sheet 3 I �/�6" � � � LUCAS A.TURNER,P.E.
39 P-3226. Flal Spline(for Frame w/Spline Groo�e L � FL PE t2 58201
) eamPlasti Rubber
40 P-3228 155 Round Screen 5 Iine(lor rolled screen) Da a Foam TOP RAIL-1340 TOP RAIL-1307 PANEL INTERLOCK-1366 INTERLOCK-1317 1239 JABARA AVE.
NORTH PORT,FL 34288
41 P-3029 Screen Lift(Retractable LiR Tab) Summit PH.941-380-1574
42 P-3033 Screen Spring(Flat Tension) FlaSpring �2��8 � �'Z --{ > >�2� SHEETDESCRIPTION:
I
43 P-3321 ScreencornerKey Allmetal � 14 ��r �� �s BOMANDEXTRUSIONS
44 P-3333 Screen Frame 1� �" 9/16"
Allmetal � �/�g^ �
���� -1/16" �
����6, DRAWN DY• DATE:
LOCKSTILE-1365 LOCKSTILE-1017 SCREEN RETAINER-1359 ADE O5/07/OS
owc a: —"�iEv -
LINE ITEMS NOT USED� NOTE:ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. CWS-171 E
7,37-38
sca�e. SHEET
, ��2 4 OF 6
s
Florida Building Code Online ' Page 1 of 2
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�.!�r���rta�mGnj� BCIS Home i Log In : User Registration Hot Topics : Submi[Surcnarge ; SIaLS&Facts ; Publications i F6C Staff : BCIS Si[e Map ; Links � Search ;
�"'
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�' � �E USER:Publk User I
� �
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i • RroCuc:Aoorovai t4eru>ProGuct or Aoolfca:ion Search:Acolkation lis[>Appllcation Detall ��
�3 "za*��'%�`3'°�;.L.�r i,
�.*���,'�;g�� FL# FL331-R1 l'
Application Type Revision I
Code Version 2014
Application Status Approved
*Approved b,y DBPR.Approvals by DBPR shall be reviewed and ratiFed - "
by the POC and/or the Commission if necessary.
Comrnents
Archived [j
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
, Nokomis, FL 34275
(941)486-0100 Ext22318
druark@pgtindustries.com
Authorized Sigriature ]ens Rosowski
jrosowski @ pg ti n d ustri es.com
Technical Representative ]ens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext21140
jrosowski@pgtindustries.com
Quality Assurance Representative , ,
Address/Phone/Email
Category Exterior poors
Subcategory Swing(ng Exterior poor Assemblies
Compliance Method CertiFcation Mark or Listing
Certification Agency Keystone Certifications,Inc.
� Validated By Steven M. Urich,PE
1� Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010 �
AAMA/WDMA/CSA 101/I.S.2/A440 2008
� ASTM E-1886 2005
ASTM E-1996 2009
ASTM E-1996 2012
Equivalence of Product Standards .
Certified By
Product Approval Method Method 1 Option A '
https://www.flaridabuilding.org/pr/pr__app dtl.aspx?param=wGEVXQwtDqtsZzB6Yv%2bq... 7/3/2015
Florida Building Code Online Page 2 of 2 .
� �
Date Submitted 06/11/2015
Date Validated 06/16/2015
Date Pending FBC Approval
Date Approved 06/27/2015
Summar of Produc
FL# Model,Number or Nam Description
31.1 CD-290 Aluminum Hinged Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL331 R11 C CAC FD-290 CertiFication odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date ,
Impact Resistant:No 09/21/2018 I
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions f design FL331 R11 II FD-290.odf
pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL331 R11 AE FD-290 Evaluation odf
Created by Independent Third Party: No
331.2 FD-455 Vinyl French Door&Sidelite/Transom
Limits of Use Certification Agency Certificate I
Approved for use in HVHZ:No FL331 R11 C CAC CertiFication FD-455 odf �
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No OS/Z1/2017
Design Pressure:N/A Installation Instructions
Other: Please see the Installation Instructions for design FL331 Ril II FD-455.odf
pressure,size and anchorage information. Verified By: A, Lynn Miller, P E.58705
Created by Independent Third Party: No
Evaluation Reports
FL331 R11 AE FD-455 Evaluation.odf
Created by Independent Third Party: No
331.3 FD-555 Vinyl French Door&Sidelite/Transom
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL331 R11 C CAC Certification FD-555 II.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes OS/21/2017
Design Pressure: N/A � Znstallation Instructions
Other:Please see the Installation Instructions for design FL331 R11 II FD-SSS.odf
pressure,size and anchorage information. Verified By: A. Lynn Miller, P E.58705
Created by Independent Third Party: No
' Evaluation Reports
FL331 Ril AE FD-555 Evaluation odf
Created by Independent Third Party: No
- Back Next
Contact Us 1940 NoRh Monro tr t Tallaha=� a FI a�iaa phone:B50-487-1824
The State of Florida is an Aq/EEO employer Coovriaht 2007-2013 State of Florida ::Privacv 5[atement AccesslbillN Statement Refund Statemen[
Under Florida law,emall addresses are public records.If you do not wan[your e-mail address released In response to a public-records reques[,do not send
electronic mall to this entiry.Instead,contac[[he office by phone or by traditional mail.If you have any quesdons,please contact 850.487.1395.'Pursuan[to
Section 455.275(1),Florida Statutes,effective Oc[oberl,2012,Ilcensees licensed under Chapter 455,F.S.mus[provide[he Department with an emall address if
they have one.The emails provided may be used for o�cial communlw[tori wi[h[he Ilcensee.However emall addresses are public rernrd.lf you do not wish[o
supply a personal address,please provide the Department with an emall address which can be made avallable to[he Oublic.To determine if you are a licensee under
_ ChaD[er 455,F.S.,please click here
Product Approval AccepLs:
f6""�1 � :�C�-�.�. '��'
securit•��r�nixr.;
r
hitnc•//ww�xr flnrir�ah�iilrlino- nra/nr/nr ann rltl acnx`Jr�aram=u�(�',-FVX(1�artllntc7�R(,Vv%7hn 7/�/7(11 5
.�
i
GENERAL NOTES. ANCHOR LOCATIONS 8 SPACING � '
1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO ��37-3/8'OVERALL MAX. ��73-3/8'OVERALL MAX.---;� I
COMPLY WITH THE FLORIDA BUILDING CODE FORTHE DESIGN � 36'BUCK MAX.(Z-BAR) �--72'BUCK MAX.(Z-BAR) �I
PRESSURES LISTED. _�
13-1116" ' � 13-1/16"
2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-12'THICK 1X MAX. � MAX. �
WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO � 80-11/16" �
SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK OR SH OR PW � SH OR PW SH OR PW j
I I OVERALL � 80-11l16"
GREATER.ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE INSERT yp•Mqy, INSERT INSERT i
BY OTHERS. z7"��2�� MAX• 2�-��z� OVERALL
- MAX. � MAX. MAX. �
3)SEE TABLE FOR MINIMUM EDOE DISTANCE FROM CENTER OF // o SEE 8�"BUCK �" O 80'BUCK I
- ANCHOR TO SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). �-- NOTE M� �- MAX j
4)SHIM EACH ANCHOR LOCATION WHERE THE PF20DUCT IS NOT A �Z"BAR� � �� � (Z-BAR) j
FLUSH TO THE SUBSTRATE,USING SHIMS CP3'ABLE OF � �
TRANSFERRING APPLIED LOADS. 21•M�, I
i /�
5)ANCHORS SHALL BE COATED OR CORROSION RESISTANTAS � � � � � ,y I
APPROPRIATE FOR SUBSTRATE MATEF7IAL DISSIMILAR MATERIALS 12-5/8� �� v 12-5/8' i
SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. Mq}(. , , My�(. �
ALUMINUkA SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS i i i i � i
3-15H 6"
SPECIFIED IN THE FLORIDA BUILDING CODE. �.J'14-7/8' -�-' �-- �4���8� � I--6" 3-15/16`
• I MAX.� MAX. MAX.�� 'I f��v1AX.-� � MAX.
6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND 6'-8'HI SINGLE(X) 6'-B'HI DOUBLE(XX) �
FLANGE OR FIN. OVER.4LL SEALING/FLASHING STRATEGY FOR WA7ER
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS.
7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN � 37-3/8"OVERALL MAX. �73-3/8'OVERALL MAX.—�I
PINE,2.7 K51 CONCRETE AND CONCRETE MASONRY UNITS i �- �� 36'BUCK MAX.(Z-BAR) � �t---72"BUCK MAX.(2-BAR)-yl
COMPLYING WITH ASTM C-B0.GLAZING COMPLIES WITH ASTM E1300. � � �� i �
13-1/16' 13-1/'16' �
B)THE 113 STRESS INCREASE WAS NOT USED IN THIS NOTE A.
ANCHOR EVALUATION.THE t.fi LOAD DURATION FACTOR � SH OR PW � 96-11/16' � SH OR PW SH OR PW
WAS USED FOR THE EVALUATION OF WOOD SCREWS. ANCHORS ARE OVERALL 96-11l16' �
REQUIRED INSERT INSERT INSERT
8)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE WITHIN 3'OF THE 23-314'MAX. �p�(. OVERALL j
TABLES,ALWAYS ROUND UP TO THE NEXT LAf2GER VALUE. CENTERLINE OF ' M�� '
THE HANDLE T �� 96'BUCK �
' AND/OR j 12-1(4' � '
MAX
DEADBOLT 23-5I8" _ M�� 23-5/8" (Z-BAR)
TABLE i: M�(. O SEE MAX. o
MchofType Substrate Mln.Edge Min. _f_ _ // NOTE 96"BUCK �___ � //
�ist. Embodment A A M� ��
wood�sa,inem aine) s�is• �-a�a � (Z-BAR) I
i
#72 Sleel SMS Sleel Slud Gr33 3l8' .045(18 GA) 21'MAX. � .
� Aluminurt�-6063T5 3!8' 1I8' � �C) � � (��y � I
Sleel,A38 3ie- 1/e' 12- /5 g• /� i �' �` 12_ /5 g" � �
1!4"Mesonry Concrele 1" 1-3/8' MAX. � � � � � � � � � MAX. 1�_ �
Mchor Hollovr CMu 2-1/2' 1-t/a' � 3-15/16' 14-718' � J� � '
14-7le' '�^� I 6" _� I__ 3-15/16"
NOTE:FORALLMETALSU�STMTE5,6CREWEMOEOMENTSNALIBEMIN.3TMREIDS � M��` I MAX, MqX �'"I � �MAX �-- MAX '
BEYOND INSIOE FACE OF FUTERIAL
8'-0'HI SINGLE(X� ,i,t(;; B'-0'HI DOUBLE XX
TABLE 2:
AsTested Canfigurnflonc "::: '::,�;�� °in� aa y""� m'���'+�'o+aumrairm �
Mex.Nam. Swing �P Lertlflw[lon ����� - J.ROSOWSKI 09130/11 ALUMINUM 6063T6 ����^'�� �
```�_`r.,.•c rotamsa.�;am�mrnmmvrcevrut
�
Configuralion Freme Type Sill Type Glass � n.mm�
Size(In) Direction (PSF) Number _ - 5 - !°°'�`µr��°°°�''`r°x i
:a�C . _ , � wwrowmncurnca�aswnwner
' �` - •- roys:uru��cr�u.aoan
36z80 Singlo(� Ouf-swing 2-DarlBox High@umper). t1-50 ].90-769,791 - ,� "J� ' _,•- f
�6z96 Single(� Out•swing Z-DarlBoz Medlum(bumper) +�-35 �792 M�2��g^ - �•/ d�S 1�;=� � �� t
72z9B DouWe()OQ Oul-Swing Z-baflBox Madium(bumpef) +/-35 Temp., - (� �,,cG � .107UTECHNOLOOY DRIVE I
38xBB Single(� OuVln-sviing Z-barlBoz Low(satldle) +l-35• Mono,ar I.G. � i� ' r�'��,�j � N O K O M I S,F L 3 4 2 7 5 T� i
�3,�a ,%;7 _r;,�. • - FLCERT OFA�TH. 292� CABANA DOOR INSTALLATION
72x96 Doude()OQ OWIn-swing Z-barlBa� Low(saddle) +!-35• , .C� '-� ' �
'Limited Weter(Waler Infillrellon Tested at 0 psq. ;~a,,i,r'�h�^�� • A.Lynn Miller,P.E. s----`�" �"' °it a'"`°^�` ""' i
;���,i��5'� P.E.#58705 CD-290 NTS 1 of 3 1093011JR
I
INSTAILATION WITH BOX FRAME i
- -- � EDGE i
; DISTANCE� OPTIONAL 6PTIONAL
�i EDGE � SU� T E SUBSTRA7E OUT-SWING SINGLEHUNG
j DISTANCE / SHOWN INSERT
� SU T E EMBEDMENT SHOWN
EMBEDMENT� � � � �
�_ w000 � — �j; �
SHIM SHIM
-- INSTALLATION NOTES:
OPTIONAL OPTIONAL 1)SEE SHEET 1 FOR SPACING i
OUT-S W ING IN-S WING REQUI REMENTS. /1
SHOWN SHOWN `� BOX FFtAM ,E
2)SEE TABLE 7 FORANCHORAGE EX7ERIOR SHIM JAMB INSTALLATION
AND SUBSTRATE REQUIREMENTS. n (DIRECTLY TO SUBSTRATE)
�1
3J MAX.SHIM THICKNESS TO BE 1/4" �
� � 4)FOR HARDWARE DETAILS,SEE i
SUBSTRATE
EXTERIOR EXTERIOR SHEET3. SHIM O •
i
I O 1 i
t
I
I �
�
OPTIONAL � OPTIONAL � O �
FIXED LIGHT ^� FIXED LIGHT �
INSERT INSERT � y� I BOX FRAME, OPTIONP.� '
SHOWN SHOWN �X OPTIONAL �qN,g�NSTALLATION FIXED LIGHT i
• EXTERIOR IN-SWING
BOX FRAME, BOX FRAME, OP710NAL WOOD (USING�X WOODBUCK) INSERT �
, - HEAD INSTALLATION HEAD INSTALLATION SINGLE HUNG � SHOWN SHOWN i
(DIRECTLY TO SU85TRATE) (USING 1X WOODBUCK) INSERT
SHOWN �
o�o°o�o
OPTIONAL OPTIONAL o°o°� ;000°000000°000000°
FIXED LIGHT KICKPLATE oob oo�
INSERT INSERT '�° OP7iONAL ,��'�� !r��
SHOWN SHOWN ADJUSTABLE �� . ,'� .�
BUG SWEEP �.,�•"� '
(SADDLE - . " � `�
THRESHOLD .��,' �. ,
ONLY) ,.�., 5_.:S ' . �
a C� � � - _c G`',� o�—s—,-�= ;
EXTERIOR EXTERIOR EXTERIOR �
=�, .�;..�._
nr �
°�c;,'-�" - �
` � , ",-..,i,).�:,,i�'�=�'I�'
OPTIONAL OPTIONAL OPTIONAL 2' .
SADDLE 'I-7MG BUMPER u�..ner. ar: umu ������ar�mn.v� �
THRESHOLD BUMPER THRESHOLD J.ROSOWSKI 09f30111 ALUMINUM 6063-T6 �����,TM��
SHOWN THRESHOLD SHOWN ,vm�r,wr.wrumx.wa�nm
' SHOWN er o.�.� n..ab� nocue'rwreeu.s��excrmau.cxnN
,wrraarnmautnsr.�samxwnsu �
vrmes��vcFwrensm�z
m
SU§S T SUB RA SU ST TE I
/ � / / � / 70)OTECHNOLOGYDRIVE ;
NOKOMIS,FL 34275 n°`
FLCERT OFAUTH. 28298 CABANA DOOR INSTALLATION
BOX/Z-BAR FRAME
SILL INSTALLP.TIONS A.Lynn Miller,P.E. °i�'+'"� �"` � °i�n^" R^' �
• P.E.#58705 C0.290 NTS 2 of 3 1093011JR '
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. I
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�
.�
INS7AlLATION WiTti Z-,r 8AR FRAME
EpG� TABLE 3:HAftDWAR6(A�L FRAME 7YPES)
QIS7ANCE Part# Deacriptiars
EDGE I .....{ SU T E 7CDSP ,., l.act strike pMta
DISTANCE ,sFuna scako�sxw�optaie
�-"� TCASPDB Sk'�ibpk SMke A{ate SCISSTRATE
SU T E Eh40EDMEN'C tasia�s ;ras2 x.a7s pn.Fi.ss. SMM OPTIONAL
� 4UBL�K �ocks�pponAssy. � OPTIONAL SINGLEHUNG
EMBEDMENT � � yx '7s3tpw A'Sx.750 Ph.FI,SMS � �SH�� INSERT
WQOD 7CDSP Lu�Stdke P!ffie{Actix 51ab) SNQ�
� SFLA7M StAkat e¢cktcg Ptete(Aqhe Stab} �
� SHIM SHIM 7CDSPDB Deedbdl Stdka Pleta(Ac1ne SIabJ 1 ..._. '
OPTIONAL � OPTIONAL 7esis� Mg-32 n.375 Ph.FI.S.S.(Acti�e SIaG)
QUT-SWWG �� IN-SWIt�G ��'+� wmFoemtre.�e-3La• � ! � ;
SNdWN SN4WN 'm�,�n oeadbonnc„m{n�,ne} � I
7KNOB� Knabsmpmettw) i i
7CAKLOKB peaEEdV!(npb-Paist d pr�ss(AciMr) �
7Q6LK8 UoudelncYaet � i
t
� 58333W Nnge � ;
4770t Hrgc Pin Cap
EXTERIOR EXTERIOR <�105 Hige Pin BiaNrg EXiER10R O 2-BAR FRAME� 1
'�waon�t nnqeain .(�1 JAMB INSTALLATION
Md5 Hnge RAet `� {DIRECTLY TO SUBSTRATE} `
7834fP1W Ne a.750 Ph.FI.iEK SMS
SUSSTRATE sX , �
WOOD
OPTIONAL OPTIONAL � � SHIM
FlXED LIGt{T FtXED LtGHT � � O
INSEftT ' INSERT �' �
SHOWN SHOWN � I
Z-BAR FRAME. Z-BAR FRMAE. OPT10tdAt_ ' �
HEADlNSTALlATIpN HEADINSFA�WSSOFt StNGIEHUNG � �
(DIRECTLYTOSUBSTRATEJ (USINGIXWOODBUCIS� INSERT � !
SHOWN �
QPTIONAL Qp710NAL o°°o°o°°o°o°o° io°oo°an°no°o°000po EXfERIOR Z•BAR FRM1E. OPTIONAL '
o a o >ooQ000po°o 0 o OPTIONAL FIXED LIGHT '
FIXED UGHT KICKPLATE "o°° '�o°o°oo°°O°'o° q � JAMB INSTALLATION I
iNSERT �(_,_ INSERT a° �°o°o 00000ao°°o �N-SW1NG {llSING 1X WOODBUCIC) lNSERT
SHOWN � SHOWN °oa°oo°o� o°oS� >oo°aoa000 a000e SH4WN SFi6WN •
o°o°o o°o o 't
.�`_��.� �,?'�.. �
� � �� INSTALLATION NOTES: _ �. , I
� :i�i'C�:
EXTERlOft EXTERIOR EXTERIOft 1)SEE SkiEET t FpR SPAClNG REQUIREMEMS. - ' (' ,'
u !���o����s�`
2)SEE TABLE'1 FOR ANCHORAGE AND SU6STRATE REOUIREMENTS. , �y�', I,.�;v,c �.!i'.: �
6PTIONAL pp�16� 3}MAX.SHIM THlCKNESS 70 BE 714' ��`',• ",�i?`:'��'F' _ , � I'
SADDLE t-T1t6 OPT70NAL2' -';It:�;r�a�i,,,�'% • �
BUMPER
7HRESHOLD THRESHOLD �� p"` ��' ��nd,,an¢�,c�p�n,a,rar ' '
BUMPER �n�riaiir,btuexSvotaumvnwm
�
SHOWN � THftESHOLp SHOWN � J.ROSOWSKI 09l3D/11 ALUMINUM 8D63-T6 �����,�� I
� SHOWN a�. n.mo.r �i,i�nwr�r.,w�ivn�x i
�ocaxxoro�n;rratarnEa i '
S BST T rv SU6 RqTE S ST T ; � �� i
� // / + / 147p TECtiNOtOGY ORNE �
/ � {� j C20KOMI5,F�342T5 TS°`'
/ � FLCER7.OFAU7H•:ZH246 CABANA DOOR INSTALIATION
BOXfZ-BAR FRAME A.Lynn Mi�lar,p.E. S""'"'°'� �'"'' � p�o� rw, � I'
SILL INSTALL,A716NS p,E.a5&765 CD-280 NTS 3 ot 3 �09307 t.iR � '
r I
�
I HEREBY CERTIFY THAT I HAVE REVIEWED
2" THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10&FBC 5TH
USE#10 X 3/4"SMS 2"FROM EDITION(2014)RESIDENTIAL&EXISTING
EDGE&@ 3"O.C.
W/1NEOPRENE WASHER EXISTING ROOF U,,,
PER PAN c
(4)#10x I-1/2"S.MS. 11 G'�\v •®
INTO SCREW BOSS "—I • �I • U
my Qro
® C �
EXIST.2X3 EDGE BEAM I O N®' a LiI
EX.2X3 ALUMINUM POST�.PTWNALI'.�'IAIT.E.
TO COLUMN WITH(2)#10X2" "9 B Lit sx-
(4)#10x1-1/2"SMS. II II SMSINTOSCREWBOSSESAND �
INTO SCREW BOSS I I I I I FASTENED TO EDGE BEAM WITH _ t
.(h�
II II I (1)#10 X 1-1/2"SMS WITHIN 6" y • S`f • T
I I I I I OF COLUMN AND @ 12"O.C.MAX `•6 f� •p ers.,
it II I 1X2 ALUMINUM �� A,[�," •
EXIST 2X3 PATIO UPRIGHT II I lkiltGINEER SEAL
II II I NEW 1X2 PATIO UPRIGHT #10X2"SMS
II •.c C3- @ 8"O.C.
ENGINEER OF RECORD:
#10X2"SMS
@ 12"D.C. DOUBLE POST CONNECTION DETAIL
NEW POST TO EXISTING POST CONNECTION David W. Smith P.E.
SIDE ELEVATION PLAN VIEW FLORIDA LICENSE NUMBER:53608
UPRIGHT Thomas L. Hanson P.E.
SECONDARY ANGLE MIN
(4)#10 X 3/4'SMS 0.125"THICK(NOT EXISTING ROOF FLORIDA LICENSE NUMBER:38654
3/8"0 FASTENING SECONDARY REQUIRED FOR 2X3
Concrete ScrewMEMBER)
ANGLE TO COLUMN(TYP ALUM.KICKPLATE Mark Ronald Dunn,Jr. P.E.
Column Anchor EACH SIDE) PRIMARY 2"X 2" EXISTING EDGE BEAM NEW 2X3 ALUM.ABOVE
Size B Mi .Spa X 0.125"ANGLE WINDOWS&DOOR FLORIDA LICENSE NUMBER:73968
2x3 0 0" (B)-3/8"0R CONCRETE SCREW (2)#10 X 3/4"SMS FASTENING
2x4 1 3" ANCHOR INTO SECONDARY COLUMN TO PRIMARY ANGLE
2x5 1 3" ANGLE(TYP EACH SIDE)(SEE O (TYP EACH SIDE)
2x6 1 4" TABLE)
2x7 1 5" 0 1"X 2"BASE MEMBER O �/
ADD 1X2 ALUM.TO EX. Joel Falardeau eau P.E.
2x8 2 3" (TYP EACH SIDE) 2X3 ALUM.POSTS,TYP. FLORIDA LICENSE NUMBER:70667
2x9 2 4" ANCHOR SPA .1
2x10 2 4.5" (MIN)(TYP)(SEE TABU) (1)-3/8"0 CONCRETE SCREW DOOR
�\4' N ANCHOR INTO PRIMARY
ANGLE AND @ 1/4"O CONCRETE FBC Plans&Engineering
3"(MIN) I SCREW ANCHOR @ TEMPERED GLASS NEXT
Services, Inc.
24"O.C.BETWEEN COLUMNS TO DOOR NEW 2X3 ALUM.BELOW
NOTES: (TYP EACH SIDE) WINDOWS 6272 Abbott Station Drive Unit 101
1.NUMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY ANGLE AND DOES NOT INCLUDE THE ANCHOR Zephyrhills,fl.33542
INTO THE 1X2.
Phone:(813)788-5314
2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL BE 2-3/4"AT AT ALL UPRIGHT ALUM.KICKPLATE Fax:1-(866)-824-7894
LOCATIONS.ALL SCREW LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED email:erb@fbcpplans.com
EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT. "". Website:www.Ibcplans.com
3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON ITW RED HEAD®LOT 3/8"0 STAINLESS STEEL CONCRETE C.O.A.-#29054
SCREW.OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED.
4.2X2W/2X2 COMBINATION POST SHALL REQUIRE SAME BASE CONNECTIONS AS 2X4 SHOWN IN TABLE. DRAWN BY: W.P.
DATE: 05/09/16
UPRIGHT TO CONCRETE BASE CONNECTION DOORS&WINDOWS ATTACHED PER MFG.SPECIFICATIONS REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
1"X2"RECEIVING CHANNEL OPTION#1 - PROJECT ADDRESS:
ATTACHED TO 2"X2"CHAIR
RAILW/010X3/4"SMS 3"
FROM END&@12"O.C. -------1-1 _
}" ------ --- INTO SCREW BOSSES
CD%OR OSB SHEATHING FASTENED
TO ALUM.FRAMING W/#10X}"SMS@ • I I CHANDRA NEEBAR
R"O.C.COVER W/VAPOR BARRIER& , , 37341 GILL AVENUE
VINYL OR ALUM.SIDING I 2X ALUM.POST PER PLAN GRAND HORIZONS
• ATTACH POST WITH ANGLES PER _ ZEPHYRHILLS, FL 33541
2X4 ALUM.PASTS @Ib"O.C. I CONCRETE BASE CONNECTION - ___=----
I I DETAIL ABOVE I 0.062"ALUMINUM INTERNAL
RECEIVING CHANNEL , 2"X2"OR 2"X3"
ATTACHED TO PASTOR I OR EXTERNAL RECEIVING
GIRT W/#10X3/4"@8"0.C I i MEMBER
CHANNEL W/(4)#10 X 3/4" CONTRACTOR:
410TEN TOS@ EA PONTW/(2] 1 I UPRIGHINTO TOB AM OR
FA #12X3 _ SUN STATE ALUMINUM, INC.
#lox}"re Ks@en.Pos I • - •"'=`'�:':�':: I UPRiGHT.(2)#12X3/4"EA.
T R 1/4"0x2-3/4"CONCRETE 22 GA.KICKPLATE INSTALLED W/ yr.;;;... I LEG INTO ANGLE CLIPS RLI 2
SCREW ANCHOR@ #10/3/4"@12"O.C. 1����� I I (0.062" /( )
24"D.C.BETWEEN COLUMNS CONCRETE_SLAB #12x3/4"SMS EA LEG)
UPRIGHT OR BEAM-SNAP
ALUM.FRAMING FOR SIDING OPTION OR SELF MATING OR
HOLLOW ALUM.DETAILS
BELOW OR ABOVE WINDOWS&DOORS CHAIR RAIL&GIRT CONNECTIONS SUN ROOM
SCALE:N.T.S.
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10&FBC 5TH
EDITION(2014)RESIDENTIAL&EXISTING
®.�••® m�
al-< 0 E ® & �
•
o :
: . ' -
PRO S� &IAEERSEAL
EX. PAN ROOF TO 14'—O" ENGINEER OF RECORD:
REMAIN
David W. Smith P.E.
/ ] FLORIDA LICENSE NUMBER:53608
EX. SHED
X I o Thomas L. Hanson P.E.
M i i Q FLORIDA LICENSE NUMBER:38654
fEP.ATIO & N 53k6523EX. SHEDSLAB
Al 30" Il qp Mark Ronald Dunn, Jr. P.E.
1x2 m II FLORIDA LICENSE NUMBER:73968
gll 2 j. tell
14'-0" 10'-0" Coll
Ni M Joel Falardeau P.E.
-.. of FLORIDA LICENSE NUMBER:70667
XII
ADD 1X2 ALUM. TO SIDE ELEVATION
EX. 2X3 ALUM. SCALE: 1/8• = r-C- (AT. III IISUN ROOM I FBC Plans &Engineering
POSTS, TYP. QN EX.ii SLAB bi Services, Inc.
••� II 1 6272 Abbott Station Drive Unit 101
lI 0 Zephyrhills,fl.33542
\), II Phone:(813)788-5314
II 52X65 HS Fax:1-(866)-824-7894
II email:erb@fbcplans.com
II Website:www.fbcplans.com
C.O.A.-#29054
II
EX. PAN ROOF ii DRAWN BY: w.P.
II
II DATE: 05/09/16
EX. CARPORT &
CONC.IISLAB REVISION: DATE:
II RO 1
II
II RO2
i II
�^ II RO3
2'3 aao II RO4
II
3o- KP '1 PROJECT ADDRESS:
1x2 u
II CHANDRA NEEBAR
II 37341 GILL AVENUE
17'-0" I u GRAND HORIZONS
11 ZEPHYRHILLS, FL 33541
FRONT ELEVATION
i CONTRACTOR:
FLOOR PLAN SUN STATE ALUMINUM, INC.
SCALE: 1/8 -
PLAN/ELEVS
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)RF„S1DI5NTIAL&EXISTING
PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
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. ^ A d A,
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 . co•o o•e e•°® ` c
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. OTHERWISE. a J • e
IN LIEU OF WELDED WIRE MESH 7. \ °o
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN 441 .•
4.
ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S rr V
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY • p'
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 BE APPLIED IN CONDITIONS ACCEPTABLE TO —) s
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE ' ° LU
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. GRADE#5 OR BETTER ZINC PLATED. `
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 `• *� 5 r� `'
CHANGE SCREEN ROOM TO pe Fj
FOLLOWING: 18-B,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES � ee •® ® °`°®��
OPC(PORTLAND CEMENT TYPE l,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR NON-HABITABLE CATEGORY III SUN ROOM,ON EX.SLAB ,10 0 ° ® oo°
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS.
3/4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. - @
AIR ENTRAINING+/-1%-ASTM C 260. to.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS DESIGN DATA: PR9F SSIb AL GINEER SEAL
WATER REDUCING AGENT-ASTM C 494. G-185. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 140 MPH
CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL NOMINAL DESIGN WIND SPEED Vasd: ENGINEER OF RECORD:
OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 2. RISK CATEGORY: II 110 MPH
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHERWISE. 3. WIND EXPOSURE: B David W. Smith P.E.
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN 4. WIND LOADS:
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS: COMPONENT&CLADDING PRESSURES: FLORIDA LICENSE NUMBER:53608
2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM E 119 SOLID ROOF(MWFRS): 23 PSF
RECOMMENDATIONS. ( )
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM E 1300 ROOF ZONE 1: 8.9/-21.8 PSF, ZONE 3: 8,9/-55.0 PSF
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASCE 7-10 WALLS: ZONE 4 21.8/-23.6 PSF, ZONE 5: 21.8/-29.10 PSF Thomas L. Hanson P.E.
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B
SPALLING OR OTHER DETERIORATION. ASTM C94 5. EX.4"CONCRETE SLAB,2500 PSI CONCRETE W/6"X6"-#10WWM OR 3000 PSI FIBERMESH FLORIDA LICENSE NUMBER:38654
ASTM C150 EXISTING CONCRETE SHALL BE ADEQUATE TO WITHSTAND THE LOADS FROM THE
B.MASONRY: ASTM C33 PROPOSED STRUCTURE.
ASTM C260
I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM 6. SCREEN ROOF TYPE: N A Mark Ronald Dunn,Jr. P.E.
ASTM A615 A615 7. SOLID ROOF TYPE: EXIST.3"X12"ALUM.PANS FLORIDA LICENSE NUMBER:73968
TYPE M OR S MORTAR.
LO A185
2.ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE IDA BUILDING CODE 2014 (CHAPTERS 16,20 AND 23)
5TH EDITION
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 2010 ALUMINUM DESIGN MANUAL Joel Falardeau P.E.
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING
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.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 2. SIM--SIMILAR Services,Inc.
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 3. UON--UNLESS OTHERWISE NOTED 6272 Abbott Station Drive Unit 101
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 4. CONT--CONTINUOUS HOLLOW SECTIONS 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 2 x 3:---------------------------------------2"x 3"x 0.050"
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR 1. CONTRACTOR AOL SITS WORK SHALLACCORDANCEE WITH
PERFORMED BY IA ABLICLNSED Website:www.thcplans.com
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE IN WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070" p
FACTOR SIT OF THE ALUMINUM DESIGN MANUAL CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050"
PREPARED BY THE ALUMINUM ASSOCIATION, 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 5:---------------------------------------2"x 5"x 0.050"
INC.WASHINGTON D.C.THE 2014 FLORIDA BUILDING CODE 5TH NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN DRAWN BY:
DRAWINGS,FABRICATED ITEMS,ORACTUA F 4-
OPEN BACK SECTIONS DATE: 05/09/16
EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 coNDIIQtvs s , �" t'1
ALUMINUM). � . I1
WHERE 3. THAL11 VV�T gs RERIt T E 1 x 2:----------------------------------------1"x 2"x 0.040" REVISION: DATE:
4. O
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC EEL,OR
RIC CO1IT ACTdR CODE
,}D F ANY THE
1 x 3:
SUN�#SI1Oj�!`'..R44M(gUIILE ----------------------------------------1"x 3"x 0.045"
SEPARATION.
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS 4.ALL�D jI{Spld.�I�>IS LA $i Il;S E {� R,RED BASED RO 1
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF ON I}}`1�F �{O1W �VI4fE1XBf`E(� ITRACIO}1AND SNAP SECTIONS
MAMU1 ER. 2 x 2 Snap:----------------------------------2"x 2"x 0.045" RO 2
USING#12 SPACING MAY BE 24"ON CENTER. 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A p
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY 2 x 3 Snap:---------------------------------2"x 3"x 0.050" RO 3
LICENSED P.E.IN ACCORDANCE WITH STANDARD
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
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS SELF MATING SMB
VISIBLE WHEN PANEL IS INSTALLED. H.MISCELLANEOUS: ) PROJECT ADDRESS:
D.FASTENERS: 1.ALUMINUM ADD ��OT,f,O INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100"
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE MANUFACTURE k-IN, I� ,OR PR&FAB HOME 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" CHANDRA NEEBAR
300 18-8,WITH STANDARD FLAT WASHER UNLESS WITHOUT A M�j pI�` [LT PRIOR 2 x 6 SMB: 2"x 6"x 0.050"x 0.120" 37341 GILL AVENUE
TO 1994REQU
GRAND HORIZONS
MANUFACTURER GAL --- 2"x 7"x 0.057"x 0.120"
WITH ACQ PRESSURE TREATED WOOD. SUPPORT,SOT TT[ (}iDI,G2[S PLACED
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ON THE MANU 2 X 8 SMB:---------------------- 2"x 8"x 0.072"x 0,224" ZEPHYRHILLS, FL 33541
FLAT WASHERS AND NUTS. 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224"
3. ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374" CONTRACTOR:
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE R 4501.17 IN ITS ENTIRETY. SUN STATE ALUMINUM, INC.
3. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1
SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL
NOTES