HomeMy WebLinkAbout17-18628 ;
CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 18628
BUILDING PERMIT
PERMIT INFORMATION � �,- � � - ° LOCATION'INFORMATION -- �
Permit Number: 18628 - Address: 5153 17TH ST
Permit Type: ADDITION/ALTERATION .. �- ZEPHYRHILLS, FL. '
Class of Work: 434-ADD/ALT RESIDENTIAL � Township: Range: Book: �
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-19600-0100 �
Improv. Cost: 8,190.00 OWNER INFORMATION
Date Issued: 7/03/2017 Name: HOLQUIN, BRIAN & DILLY RICHARD
Total Fees: 120.00 Address: 5153 17TH ST �
Amount Paid: 120.00 ZEPHYRHILLS, FL. 33542
Date Paid: 7/03/2017 Phone: (408)410-8346 I
Work Desc: 10 WINDOWS REPLACE
CONTRACTOR S _ - - APPLICATION FEES
GOLDEN CONSTRUCTION SERVICES BUILDING FEE 120.00 '
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' � � Ins ections Re uired � - - � �
FOOTER 2ND ROU H PLUMB MISC INSULATION EILING
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. �
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REINSPECTION 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 property that '
' may be found in the public records of this county, and there may be additional permits required from other governmental �
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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 j
Ci Codes and Ordinances. NO OCCUPANCY BEFORE C.O. '
NO OCCUPANCY BEFORE C.O. i
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CONT CTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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City of VZephyrhills '
BUILDING PLAN REVIEW COMMENTS '
Contractor/Homeowner: �}����� C��dLli�����.�
Date Received: (p — �3—��
Site: ��S3 j� `�—f' S' �
Pennit Type: �� GtI��'1G�p�?� ��1�.�.c� Sl S
Approved w/no comments:❑ Approved w/the below comments: ❑ Denied w/the below comments: ❑
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This comment sheet shall be kept with the permit and/or plans. I
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Kalvin Swrtzer—Pl -�xaminer Date Contractor and/or Homeowner
(Required when comments are present) ,
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201708�473 I
. + Rept: 1869543 Rec: 10. 0'
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� 06J07f2017 eRecording �
NOTICE OF CONIMENCEMENT
" Per�nit Nurnher Tax Follo tl f 1'��`2�'�C���`��tv(.�' PAULA�.O'NEIL,Ph.D PASCO CLERK& OMPTROLLER
The vn�ars'sc�ned herehp.g�aas r.otke that improti•zmentti�,i!I 6a m=da Io ���� 06/07 j2017 02:40 PM 1 f 1
car8;n Real Property,Gnd i�accarda�ewilh Chagfer i13,Fiorida OR BK g5�� PG � � I
StaS�`Es,Ihe fotlov,�ng intornistion is pro�4de�in this Fla;ice oi Comrnenc�n�enL i
9. ll6SCRlPTi01d OF PROPEF2TY: �
(Legald_scr?p;iancf7hop�operiyav s'�e,faJJress i(av 7a�'fz).
S14'� !�-�/ ��- Z���,s�j'(r,' �-j-� f�-
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2. GENERAC D scRiPTIaN OF tlNPRQ.v��MENT;
�� �'1�IYl�h.l�� �SI� 'C�?T SI�L' Tltlssp8ce reserved forrqcardinc�
3. b1'V�ER INFORM IOtV t3R[�E$, FE INFORMA'fl0lJ I-Tf-lE LE 6E NT AG7 p fbR THE JMPROVE E�JT:
IJame 8�4ddtess;�� [)!��\�l.� 'r"� I�� �7� ��� �l7�11�,,Y"�'lj t�S� �=L. �3n j �2-
lnterast in F'roperiy. -
Fee Simple Tit1e Hold�r(iF diflerenl from avmer listed above):
4. COt�ITRACTOR: Name:�{�,�f) �Q�1S G�i„�k='� �2V�. Plione Nwnber.�3'��5�'�(�(D'-f
ConlractorsAddress:�,3014( f�l� IG1.�j C�I�Ci.r-u.+r.��-}���L. 33'7 1 -
5. SURETY(If a�yplicahle,a copy of!he paynsent bond is attached);Amotint of bond: �
I Name: Phone Number. �
Address: �
B, LENDER'S htAME: Ptione Number:
Lender's address:
7. Person's within tFie 5tete of Florida Des(gnaFed by�wner upbn tivhom notice or athnr dncurnents nia}i he
sorvecl as proVided�y Section 7�13,13(i)(a)7.,Florida SEatutes: i
Name: " Phone Number.
Address:
Q. In addition,Qwner deslgnates of - io receiva
a co�y of lhe Lienor's�loEice as�rovided in Secllor�7�3,13(1)(b),Florida Staliiles.
Phone numbar of pecson os eritity designaled by Oviner:
9. Fxpfralior►of notice comitieiiceii�ent(11ie expEration date Svill I�e 1 year from dale af recording unless a di((erenE ciate is �
specified, 2Q, j
WaRNlnrs ra owrl�R: ANY PAl'h�ENTS I�AA�E i3Y TNE OWPJER A�TER THE _EXPIRATI�tJ OF THE NOTICE OF �
COMM�NCEMEN'�AR� COhdSID�fiCD ItAPR�PER PAYM�NTS Ui�DCR CHAPTER 713,PART f, SECI'ION 793.1�, �
FE-ORIDA STATUTES,AND GAN RESULT IN YOUR PAYING TWICE FOR EMPR01fEMENTS TO YOUR PRQp�R`fY, •
A N�710E OF CO�v1PJI�PICEPAFNT f�IUST Ci�RECORD�D A�aO P05TED bN 7HE ,JpCi Sl7� B�FOR� 7HE FIRST
iNSPEC7lQN� IF YOU ItJTEND T4 QBTAIN FINANCING, G4NSULT WIThI YOUR LENDER OR AN A'i70RNEY
pCFOR�,C� PAE�CING W�RI<OR RECORDING'(OUR�fO710E' CO ME�M NT.
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(Signptue ol �•mer sea,or oxners or Eessae's (Print am nd Y¢ov;de _gn o.ry's YiOelAfflce)
Aulhodzetl�fticed�lrectorlParinenhianag�r)
SlatenF�_r'��� �a- CounEy af�G��S�.o
The foregoing instrument tivas acknowledged before ma lhis � day of c�� , 2p C`7 by
ior '�
{Iype of rruthariiy,,..e.�.officer,ltustee,altarney In tacl} (name ol parly on behalf ofvrhom InslNmenl tyas oxeculeA}
__.__Personally Known nr Produced Idenli(icafion �L(� L_
�� �.� ,tr � I
ignalvre of Notary Public—Slafa of Fbrida)
" FormIP502—ReWsed07j13/i5
;=o'�.°�YP��G�; �/°B�f�DA�C� M Kla,[!SE
='`� '"` MY COMMESSION#FF120038
`�"�a��.aQ°` EXP1FaES May 6, 201 E3
(407)338-0153 FIo�IdallolaryServlce,cortl
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CBC1259316 727-452-1632 - GCStampa@gmail.com
February 28,2017
To Whom It May Concern:
I Gideon Golden Contractor for Golden Construction Services; LLC CBC1259316. Authorize Erin Lacey
and Sarah Foster for Golden Construction Services LLC in the City of Zepherhills Building Department.
Thank you,
Gideon Golden
STATE OF FLORIDA
COUNTY OF PINELLAS _
The foregoing instrument was cknowledged efore me this_��day of
, 20 l� by ��C� ��1. �C�.--�1 who is personally
known to me or has produce as identification. ,
A �P J�BLIC
':ti0'aYP°°i�: �+e�a����'i� � ���
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'* *: MY COMMISSION#FF12003F1
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:9�QF.�`oc;,; �XPIRES Ma 6,
(ao7)3oB•0169 Florldtilvnt�ryservice,com
, .:�, stsaso-oo2o City of Zephyrhills Permit Application Fax-813-780-0021
' .. - Building Department
Date Recelved � �r'1'' � ` �
� � Phone ContacL far Perm3tting {X���~
T-iTC_�. C �,..:1:::
Owners Name 1 i Owner Phone Number �� �'
Owner's Addtess ��}�-y';'�' I°1{�����t�'L � Owner Phone Number � �
Fee Simple 7itleholder Name � Owner Phone Number
Fee Simple Titlehalder Address
JOSADORESS � �; � :_./I , �} � ��,,.���" LOT# E� " I t
SUBDIVlSlON �- � PAftCEIld# �� °�� '(,�t/f t„r ' t�( UQ� �t�V
(OBTAINED FROM PROPERTY TAX NOTICE}
WORK PROPOSED e NEW CONSTRe ADD/AL7 �� SIGN 0 Q DEMOLISH
lNSTAL,L REPAIR
PROPOSEp USE 0 SFR Q COMM �„_� pTHER
TYPE OF CONSTRUC710N Q BLOCK Q FR.4ME �� STEEL �
DESCR�PTfON OF WORK �C� Y�I 1+1�O�.c� ° �i�� -�D�S ti�P_ �� I`�,".�'J�� FP,�7'�,:�:3� �l. i`I�3`-{. 1
BUlI.D]NG SIZE � � SQ FOOTAGE� NEIGHT C�
�BUILDING � /� `� VALUATION OF TOTAL CONSTRUCTION
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DELECTRICAL �� AMP SERVICE 0 PROGRESS ENERGY � W.R.E.C.
OPLUMBIN� � � � � � ` ��
1
OMECHANICAI $ VALURTION OP MECHANICAL INSTALLATION
OGAS 0 ROOFING Q SPECIALTY � OTHER
FINISHED Fl.00R E�EVATIONS r—� FLOOD ZONE AREA �YES Nd
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BUILDER ��s a� t.� COMPANY �((7�d�Y1 1��"15'}fLd.G�'7�c1r'1 �(2,t�,
SIGNATURE l REGISTERED Y/ N FEE CURRE� Y/N
Address ����y � {1_�}Z�pi."��(,. �icense# �i{�����}j}��
EIECTRtCiAN � � COMPANY �
SIGNATURE REGISTERED —C I N FEE CURRER Y I N
Address License# �_—_�
PI.UMBER � � COMPANY �
SIC+NATURE REGISTERED Y/ N FEE CURRE� Y/N
Address �icense#�__ �
MECHANtCA� � � GQMPANY �
StGNATURE REGISTERED Y t N FEE CURftER Y 1 N
Address License#r— �
OTHER � COMPANY � �
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#�_— �
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilillll
RESIDEN3iAl Attach{2}Piot Plans;{2)sets of Buiiding Pians;{1}set of Energy Forms;R-O-W Permit for new construction,
Minimum ten{10}working days after submittal date. Required ansite,Construction P2ans,Stormwater Plans wl SiSt Fence insialled,
Saniiary Facilities&1 dumpster,Site Work Permit for subdivisions4arge projects ,
COMMERCIAL Attach{2)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 submittel date, Required onsite,Gonstruc8on Pians,Stormwater Plans w!Siti Fence insialled,
Sanitary Facilities 8 1 dumpster Site Work PeRnit for all new projects.AlI commerciat requirements must meet eompliance
SIGN PERMIT Altach(2)sets of Engineered Plans.
"'"PROPERTY SURVEY required forall NEW constructioa.
.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Directions:
Fill out application completely
Owner&Gontractor sign back of application,notarized
If over$2500,a Notice of Commeocemert is regnired. {A/C apgrades over$75d0)
*" Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner autharizing same
OVER THE COUN7ER PERMi7TlNG (copy of contract required)
Reroofs if shingles Sewers Service Upgrades AJC Ee�ces{PSotlSurveylFflotage}
Driveways-Not over Counter if on public roadways..needs ROW i
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� NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone �
other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to ,
deliver it to the"owner"prior to commencement. I
CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has I
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
' construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
i certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
� - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
, - Department of Health & Rehabilitative Services/Environmental Health Unit-Welis, Wastewater Treatment,
, Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill: i
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent �
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating i
the conditions of the building permit issued under the attached permit application,for lots less than one (1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in �,
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, �,
plumbing, signs,wells, pools, air conditioning, gas, or other installations not specifically included in the application. A I
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter,or i
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
' the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A 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 BEF RE REC DING YOUR NOTIC F COMMENCEMENT.
FLORIDAJURAT(F.S.117.03) � - '
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OWNER OR AGENT��1�C/�l � ONTRACTOR '
S b cribed and swo to or affirme before me this S b d and swo or ffirtned beyf te m �,,1
' !0� � by ��� �by^YZ���/' C_�G�G�X�I
Who is/are personally known to me or has/have produced o islare pErso�!�•4����- tn me�r has/have produced
as idenUficafion. as identifiqtion. I
Notary Public otary Public
Commission No. Commissian No.
N=�ehSPts(q�ryty�d p Nameo otory� B,,,pnnte orstampe
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' - •� , Application Typ? 2014
� ' Code Version ppproved
; i ppplication Status
, �Approved by DBPR.Approvals by DBPR shall bz reviewed and retifie
! by the POC and/or the Commission if necessary
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} ' I Comments ,
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� � ; Archived
� ' Custom�Nindoov Systems Inc.
i � Product Manufacturer _
1900 SW 44th Avenue
� Address/Phone/E�i� Ocala,FL 34474
�, , i A r� (352)368-6922 Ext255 �
i . � .t`���`� sbrooks@�S,cc
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� � ���� �qe C �',q Stephen Brooks
; - , ! Authorizei3 SYg����(j��O��('�O sbrooks@�S.cc
! '� ��Oy�c���s �AC Erin Koss
� �� Technical Representativ�'�pyR,��oo � 1900 SW 44th Ave.
� Address/Phone/Email ��sC�F � Ocala,FL 34474
i O F (352) 308-6922 Ext 291
' , , '�Qj�'9jLO ekoss@cws.cc
Ii ' � ��CF Jay Lathrop ,
� ' , � Quality Assurance Representative S ig00 SW 44th Ave.
j ' �, Address/Phone/Email d� Ocala,FL 34474
(352)36S-69Z2. Ext 291
` �� �i�-� jlathrop@cws.cc
� , I ��� ����
1
' ; �� � Windows
; `, Category � �`5. Horizontal5lider
! • . i Subcategory �������`�
i I � �— � Certification Mark or Listing ,
! � ( Compliance Method /� .A� �
� �J� � I�ystone CertiFcations,Inc.
� ' I Certification Agency ��� S�n M. Urich,PE
; , � Validated By Received
� � .Validation Checl<list-Hardcopy
; J �
; ;
' , I year I
� , ' �
� , , zoos �
�I Referenced Standard and Year(of Standard) AAMA/WDMA/CSA 101/I.5.2/A440-08 2004
: , { .
� - ' i - ASTM E1300-04 ,
! �
� , � �
� . . . - i Equivalence of Product Standards
i Certified By
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f , , ` Method 1 Option A
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� �
' Page 2 oi 2
r Florida Building Code Online
_. 06/10/2015
Date Submitted 06(li/2015
� ` Date Validated
! ' Date Pending FBC Approval 06/16/2015
� ! Date Approved
,�
1 ; g�;n�aay o'r Producfs
FL#
�dadel,IVumber or IVata+e Description
' ' 17355.1 I HS-620 Vinyl Horizontal Slider XO HS-620 Vinyl Horizontal Slider,X0,Non-impact.
! ' � Cer�iiica�ior+A9es�cy Cer�i�ica42
i Limi�rs o�Use FL17355 R2 C CAC CAR 138-1315.pdf
' ,�pproved ror us=in HVNZ:No FL17355 R2 C CAC CAR 136-1316.pdf
i ��proved€or use oaarsecle F111h1Z:Yes FL17355 R2 C CAC CAR 138-1334.odf �
� �mpac�P.esisfan�:No p�����y assurance Concract�xpiration Daie
Design Pressure:N/A
� • O�her: Max.sizes:74"x 63"and 74"x 72".See installation T��/�a6ia�o$ ;nsia�uc;.ior+s
! details for DPs.Glass complies N�ith ASTM E1300-04. FL17355 RZ II CbVS 10�1A�HS-6�0 XOl.odf
� Verified 6y: Lucas A.Turner PE-58201
• Created by Independent Third Party:Yes
i • Evaluaiion F:euor�s
� ' �L17�55 RZ AE EvalRep CWS-1031A(HS-6�0 X01•odf
i
Created by Independent Third Party:Yes
I
_
! HS-620 Vinyl Horizontal Slider XOX HS-620 Vinyl Horizontal Slider,XOX,Non-impa .
i , 17355.2 '
Cer�i�ica�ion Agency�erzificaCe
, ; L9muts of Use FL17355 R2 C CAC CAR 138-1341.odF
� � pParoved fror use i�h1V{-9Z: No FL17355 RZ C CAC CAR 138-1342.odf
� qpproved Tor use outside N�VHZ:Yes p�y��i.�v pssurance Con'cract Expira'tion D��e
! � �mpact Resis�an�:No 03/30/2019
, • , � Design Pressvre:N/A
� Other:Max.size 111"x 63".XOX 1/3-1/3-1/3 and anseallafiion Ins�ruc�iorts
' � 1/4-1/2-1/4.See installation details for DPs.Glass complies Ver f edSBy?Lucas ASTuOrner(PE-58Z01 OXl odf
I �i .
with ASTM E1300-04. Created by IndependentThird Party:Yes �
Evaluataon Reports
� � �'; FL17355 R2 AE EvalReo CWS-1067(HS-620.XOXI.odF
. ti.� Created by IndependentThird Party:Yes
� ,I
� 17355,3 HS-620 Vinyl Horizontal Slider XX HS-620 Vinyl Horizontal Slider,XX,Non-Impact.
Ceriifica�ion Ageacy Cerificate
� Limits oe Use FL17S55 R2 C CAC CAR 138-1328.Ddf
• ppp;oved for use in�r1VHZ: No FL17355 R2 C CAC CAR 138-1�29.odF
, '„ p�proved�or use ouiside HVNZ:Yes FL17355 R2 C CAC CAR 138-1332.odf
, , Impac�Resisiant:No FL17355 R2 C CAC CAR 138-1333.odF �
' Desig�Press�se:N/A �a�i� Assurance Contract Exp�ragion Date
I Oiher:Max,sizes:74"x 63"and 74"x 72"• See installation Q z�10/201s '
� ; detail for DPs. Glass cornplies to ASTM E1300-04. I�stalla�ion Znstruc�ions
' FL17�55 R2 II CWS-1059(HS-620 XXI.Pdf
{ � Verifi2d By: Lucas A.Turner PE-58201 �
� Created by IndependentThird Party:Yes �
. � Evaluaiion Reports
FL17355 R2 AE EvalReo C�NS-1059 fH5-620, XXI.qdF
t Created by Independent Third Party:Yes
i . - �
� '
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' � , �
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� � � ` ; Contad Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-?87-1624 i
I ; �
� . , � � The State of Florlda is an AA/EEO employer.Coo riaht 2007-2013 State of Florida.;.Privacv Statzmznt A[cessibiliN Statement::Refund Statement
� ' ' electonlcl mall to4th s entlity.Insteadacontaetthe offc e by phonz o�by tradi[lonal mail.If you havza ny ques[onsSD�easeP ohntact 850.487Q1395.*Pursuant to �
i � i
, j ' - i Sthey have neSThe e'ma Is provided may be used foe ofiicallcommun caNlon�Ith thellcenseetHov ever ema I addresses ahz pubfc e�o�a�ie Yo�do�oeai5n eo '
. supply a personal address,plzase provide the Department wlth an email address evhich can be made available to tha public.To determine iPyou arz a licensee under i
� � Chapter 455,F.S.,please click here. �
Product ApprovalAccepts:
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Doc�anent7itie: Doc No; ��ro�{������
��F•��-� ����1�t6��6A ll 11-"����✓'�e n k�tI ll�'� P.ev No: 7 Page: -� Ofi: � �
� �����������, qrp�a`w(}�yqqpp /��p �
G�RTf�fCATICSh"e.1[�FG. ��uyy�{�!p p��11. n�
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Required eY: p�0 B1-Q3 �
CAR e: f'rocfuct ID I�umber: �I38 - 1342.0
Issue Daze: 6i�./20�5 �
Revision Dafe: 6/�I201�
Expiration Dafe� 3/3p12Q�9
Comaany Cod�: 938
Tiiis Cerfification Authorixation P.epc�rt {GAP,) is issued by Keyston�; Certi�ications, Inc. (KCI) after full validation review,
and is based on a standardized evaluafion of ihe product conducted by an independeni ac�redited (aborafory in
accordance v�ith fhe specified rer"erenced standard Acfual ienestratian product performance may vary bas�d on many
factors, inc(uding installaiion, condirion of fhe wal(iroof subsfrate and Ihe age afi the producfi and insfallation
components.
ihis reporr mdicates the praduc� is eligible for fhe application of Keystone Certifica#ion Progr'an� cer�ificafiion labeis
Licensee s�ipiriates in afr'ixing certifica#ion (abels to products, that those products afe represenfative of�he specimen
evaluated and docurnenfec9 for certificafion authorizafion. Only products bearing s�ich a certifiication labe( shail lae ;
consiciered certified. The infarrr�ation in fhis repo� can be veriiied at�vvwv keystonecerts.com.
� Lic�r���e I������°s���o�: f�Y�d�a�� Ir��arrr►��ior�:
Custom Windaw Systems, Inc Model: 620 Narizonzal SGder�QX 114-112-'ll�
�900 SW 4�}th Avenue Operator Typa: HS (
�
Ocaia FL 3�41� Canfig: All, GS-Ann fG Sash�1/8" Fixed:3/16"
' Max 1lVidfh; 111 �
! Max Heigh�: 63
� �
� ����r�nc�d �t�i�d�rd: P�•c��i��t ���ir��:
�
i �
i RAMI�/WDMA/CSA 10�/I.S.21A440-Q8 Ciass R-PG�S 2819x�60Q (1'('Ix63)-Type HS
i —
� �ta�li��i�g `i'e�� I�nfi�rrn��io�: ;
� Tesfi Repori No: NCTL-290-3993-3/� �
; Tesf Report Expiration� 3/30/2019
. �
AB,1'��5�i'1��� �I�il�tLlYf': ��y���n� ����ifi�ati�n�, 6r��. �
��1 �o46.Q� ��� o�� Ya�� �a��, su��� � ;
�� �.�'__......��_� Etters, Pennsylvani� 173'19 �
� ����;�7 —�q,°a�r Phone: 717-932-8�00
Fax: 71`l-932-850�
VJ�NW.KEYSTON EC E RTS.COM �
!
Dac No: � �'�� ��-��
Doc�unantTitle: ,� �i: ,� —
P.e�i No' 7 Paye:
._. __.__ �,� ����c���r��9 P�rr��r���r���
�������`��� ����a�o���o��
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Re-quired By: PRO B1-03
CAP c Product ID I�umber: 138 - 1341.0
Issue Dafie� 6/4/2015
Revision Dafe: 6/4�/2015
Expiration Da'te: 3/30/2019 ,
Company Code� 138
— '"ication Authorization Peport (CAR} is issued by Keystone Certinbatiansinldependent accrelditeddlaboratory n '
�his Cer�ir �the rodua conducted y
ation o� p . ased on many
and is based on a sfandar
dized evalu o e ma va b
accordance with fihe specified referencecl standarcl Actual fenestration product p�r�ormanc y
factors, including installation, condition ofi the wall/roof substrate and the age oi fhe product and installation
components
Triis reporfi indicates the produci is eligible foels to apod i ts that hose p o�e{SI'IaaeioepPe°entative of thelspecbmen
Licensee siipulates in affixing certification lab p
evaluatetl and documenred for certir'ication auihoriz�atbeve�r�ified at dwww.keyst Inecertscom.erliiication label shall be
considered certified. The information in this repori ca
� �
I ���du�� {�f�rmata�rn: ,
p�ic�n��� Inf�rrn�tiorr: ,
Cusfiom Window Systems, Inc Model: 620 Horizontal Slicler XOX
1900 SW 44rh Avenue
Operator I ype: HS
' FL 31���74 Config' All
Ocala
Max Width: 111 ,
Max Height: 63
���i�rer����l ��anda�d:
�r�du�� ��tir��: � ��
Class P.-PG50 2819x'1600 (111x63)-Type HS �
AAMAIWDMA/CSA 10�/I.S.2/A440-08 �
i �ualifyir�g `�e�t In�or��ti��: � '
I esr Report No. NCTL-210-3993-1/2 , i ,I
Test Repor� Expiration: 3/30/2019 __� i,
___---
Au�h�+ri�ed �ig�+atur�: ��y�t�n� ���ifi�a�i���, I��� ,
201 �o0bo�5 56� Old York P•oad, su��e 5
Et��ers, Pennsylvania �7319
�-- G--"`'--�--•-�-�.,, ' � Phone: 717-932-8500
� � � �o����� �o� �� Fax: 717-932-8501
WN/W.KEYSTO N ECERTS.CO NI I
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, GENEBALNOTeS. l/�/� ]�
HORIZONTALSLIDER- NON-IMPACI 1.THEPRO�UCT540`i9MHEREIIJIS�ESIGNEDMIDNIANUFACTURED +���"--�• � li
� TOCOPAPLYN/ITHTHEFLORIDABUILDIi1GCODE(FBC),CURRENT aYl�l.'a^',NSYaTa45
EDITIOAI. 7900 S4'/SSTH AVE.
712 71�1'FLAAIGc 4YIDTH OCALA,RORIOA 3?971
2.GLAZING OPTIOPIS:(SEE SHEET 2) 4VN/W.G'A1S.CC
itl'P�WCU�`IITWIUTH
' 3e 71/tb' --� 3.CODIFIGU�ATIO�S:"XOX"
� HLlX.5AS44YIDTH 3611l1'0' 67Q PU(�'
r�I ��IAx.5A5HYlIDni S.OESIGN PRESSURE RATING:
32:l."GlA55DLo'��I-723'M1'GLPSS�LO �NEGATIVEOESIGNLOADSBASEDOt�I,TESTEDPR'cSSUREMID HORIZ.SLIDE�
� � �III A � GLASSTABLESASTME-0300-04. NO:�.I-IPIIPI-IC1 I
-P0.SI71'!E OESIGM LOADS BASED OPJ,TESTED PRESSUAE,bYATER
�- '' INFILTFL1TION TEST PRESSURE AAID GLASS TABLES
', _-_—_._- _- __.___—._...__ _. .. __—
- _- -_ _ i__ � ASTHI E-1300�0:. i
i
6#��'�� 5.ANCHOFL1GE:THE331/3%STRESS G�CflEASE HAS NOT BEEN USED I �
I I HE G�Hf IN THE DESIGN OF THIS PRO�UCT.SEE SHEET6 FOR ANCHOfl o
63^ DETAILS.WINDLOAD�l1RATIOM FACTOR Cd�1.6 4VAS USED FOR '
B B UWx. NI000 MICHOR CALCULATIO�IS. I I m
X O X I HEIG� 6.PIOTAPPROVED FOR IPdPACT RESISTAPICE.IA.IPACTPFOTECTNE (n
I fi MaXe SYSTEM IS FEQUIFED 1�`I NlIND BOFUIE DEBRIS REGIOi`L Q
� � C H���� 7ALLFNUdESAMDVEi1T5FULLYN/ELDED. N
6 5i1/1o' Zu
D GLA55 d.SERIES/MOOEL�ESIGhIATIOM HS-620. �¢
I
, � G, I � b OLO g,T}{E DESIGNATIOM X AND O STAND FOR THE FOLL04�/li`IG: ¢
— ---— — � X=OPERABLE SASH,O=FIXED SASH U
�
w
��a\I C'� A�'J 10.SECTION CALLOUI�S APPLY TO ALL ELEVATIOi 15 IM A 51411LAR �
'-' 1!3-1/3-1I3 112 1/4"RAPIGE WIDIi LOCATION. I I p
i1.EKERDl4LWEEPSL0T=5/Yo'x2-1l8'LOCATEDA-0/2"FROMI urty�
iti'Md%UNfTNnoTH ���'�piGR'c{p����+
80TH EPIDS.
533/A'p�U%.SASHWID?i ��'IA%.SASH `^Gw��c�ris���?�;
vnorH ��:r
J913/1"0'GLASS�LO—� 2J 1/4' Ir'o $�p� :�1�
� ��c�ass o�o� Lucas A.Tumer ":• � `•*�
2015-06-09 "�9'• '�' li
� :3�: STATE oF :4C
sav. 10:07-04:00 3n,n•.,a =r=
FLArICE .�. .CpR�O'G�� I
69� H'IGNi ����5'S`O`!A'�J`���
hWX
UPIIT ��
H'IGHT
X � X ss 7rs� � fi/8/2015
c� LUCAS A TURN�R,P.E
,.ASH
HEIG� FL PE'r,'S8207 �
I551f16' 1239 JABAflAAVE.
GLA55 I NOflTH PORT,FL 34288
Dl0 PH.947380-1574
� a I SN2ETOCSCflIPTION.
___'__ _ _" __'________ _ ' -"_-_ -"
GENERAL NOTES AND �
��� ��2 ��; ELEVATIOi�1S
TABLE OF WNiEDRS oanvn aY: o.�Te:
GENEflALNOTESBELEVATIOMS. .1 CONFIG. MAX.UNITSIZE DESIGN PRESSURE RATING IMPACT RATING EMK osiouis i
OPCHART58GLAZINGDETAIL. 2 XOX 1/4-1/2-1/4 ISEE COMPARATIVEANALYSIS o�:�e:. ri�_ �
SECTION VIEWS_.._. ._. .3 CNlS-1067 -
EXfRU510N5 E B.O.tiI............ 4 111"x 63" NONE
ANCHORSCNEDULEEDIOTES. .5 XOX 1/3-1/3-1/3 CHART,SHEET2 =�^'�� sHeer '
INSTALLATION DETAILS.. .6 ��2`' 1 OF 6 �
I
},
�ESIG�1 PFESSURES FOR'113-113-1l3 COMFIGURATIOtI Nl1TH GLASS TYPE A OR g IN OPEAABLE AND FIXEOSASH ���JJ���
Uni[Heigh! 6S'IAJC•9��SY�+�
Unit 3i1l2 S11f2 57112 531/2 591/2 63 19005W4diHAVE.
Width 1���2 23��Z Z9��Z OCALA,FLORI�A34;7d
Nf44Nl.CN/S.CG
531/2 +50.0 f-75.0 +50.0/-75.0 +50.0!-75.0 +50.01-75.0 +50.0 l-75.0 .50.0!-75.0 +50.01-i5.0 +50.0!-75.0 �50.0/-75.
65112 +50.0!-75.0 �50.0/-75.0 +50.01-7a0 +50.0/-75.0 +SO.O I-75.0 +50.0/-75.0 +50.0!-75.G +50.0/77.0 +50.0/-71.3
V7Q��/C.
�iv2 +so.oias.a +so.oias.o +so.oias.n +so.o�as.o +so.oi-�s.o +so.o�-�s.o +so.or-�s.o -so.o��se.s .eo.oi-s. �.�p,o,�7_SLID=R
771/2 +50.01-75.0�+50.0l-75.0 +SO.OI-75.0 +50.01-75•0 +50.01-75.0 �50.0/-75.0 +50.01-7�.0 =`.+0.0/-67.1 t50.0l-61.4
831f2 +so.oias.o +so.oias.o :so.o�-�s.o +so.oias.o +so.o�as.o +sa.o�as.o +so.or-r=.�I+so.oi-�+.e +so.oi�so.s �ON-1MP�1C1
g5 7/2 +50.0 l-75.0 +`.A.O/-72 5 +50.01-07 9 +50.0 f-67.5 +50.01-675 +50.0!-67 5 +50.01-65.5 +50.01--`+�.3 +�0�"5��9
7p11/2 +50.01-75.D +50.0/-65.9 +50.0/-60.8 +50.01•59.8 +50.0l-59.8 +50.0/-59.8 a50.0I-599 a50.0l-57.1 +`�.0/-528 u
7 71 a50.0!-692 +50.0!57.7 +50.0!-521 +50.0!-50.1 +50.0!-50.0 +50.0/-50.0 +50.0/-`.�.D +50.0 l-50.0 +50.0/-`�.0 C
0
�ESIGN PRESSURES FOR 114-0/2-1/A CONFIGl1RATION N11TH GLASu�i Hetgh[R 61N OPERABLE SASH,GLA55 TYPE B IN FIXED SASH I tl
Unit � 351l2 411l2 471/2 531/2 591/2 � m
Wid[h 171l2 23 712 291L Z
O
53 il2 +SO.O I-67.5 +50.0/-67.5 +50.0!�b7.5 +50.0!-67.5 +50.0/-67.5 +50.0 f-67.5 +50.0/�fi7.5 +SO.O I-67.5 +50.0/-6. N
591I2 +50.0l-67.5 +50.0/•57.5 +50.0/-67.5 +50.01-67.5 +50.0l-67.5 +50.0/-67.5 +50.0/{7.5 +SO.OI-fi7.5 +50.0/-652 Z u
fi5112 +50.0!�7•5 +SO.O I-67.5 a50.0!�7.5 �50.01-67.5 +50.01-67.5 +50.01-67.5 +50.0 f�6�.5 +50.01•fifi.3 +50.0/-61.6 0�
711/2 +50.0/-C7•5 +50.0/-67.5 +50.0l-67•5 +50.0l-67.5 +50.0l-F7•5 +50.0l-fi7.5 +50.0/fi7.5 +50.O1-fi2.5 +50.0/-`''7.8 a
77 1I2 :50.0/-57.5 +50.0(-67.5 +50.0!-b7.5 +SO.OI-67.5 +50.0!-67.5 +SO.O I-fi7.5 +50.0/87.5 :SO.U!-59.3 +50.0/-5?.9 �
cJ
83 7/2 +50.0/-67.5 +50.01-67.5 +50.0/�67.5 +50.0/���5 +50.0/-67.5 +50.0 I-67.5 +50.0/Lfit +SO.O I-56.7 +50.0/-52.3 �
u
g91/2 +50.0!-67.5 +50.0/�67.5 +50.0!-67.5 +50.01-67.5 +50.0!-67.5�+50.0!•67.5 +50.0/53.8 +50.01-54.5 +50.0!-50.2 0
95 1/2 +SO.O I-fi5.5 +50.0!-60.B +50.0!-60.8 +50.0/-60.8 +SO.O I-60.6 +50.01-60.0 +50.0/£0.8 +50.01-52.7 +48.5/-46.�'. I •• I
O
ip7 1/2 +50.01-59.6 +50.01•54.1 +50.01-53.8 +50.0/-53.8 +50.0/-53.8�+50.0 f-59•8 +50.0/-53.8 +SO.O I-51.2 +'s6.9/-+6. z
711 +50.0/-527 i46.1I-46.7 +55.0/-45.0 +55.01-M15.0 +�'.5.0/-45.0 +:5.01-55.0 +55.0/+'S.0 +45.0lA5.0 +45.0/-:5.0 ""r`
I �re�ovEaa!�
J`c,����ec�r,TG�''.
PIOTE:GLASS TYPE 8 REO'D FOR FIXED SASH�VI�THS LARGER THAi 13"0-71/16 i 7�y OVEFWLL ,'C��.-;��GE�^:S',�.f?,��
3/I'o'AhIN'rALE0ar7Fl.l?EFE� C /•�
I/y'AM�IEALEOarTEA17EFE� `�� iSo 5�01•'�P�
I o/�6'AIflSPACE ��/10'AIRSP.ICE _"; -X^
I I I � i c�: �
� {--1I6'ANMEALEOariEA�4ERED �-y'1a ANN�.LEDcrTElAPEftED Y�: ;L,.=
I � �9: SFATE OF �VY
i n�:'�o R�0.G�c`:
�� S.'S'�-.
'+`'��u�iiuin?=`' �
n Z y ',
� II 5�8'GlA55BITE 6/8/20�5
S'e"GLASS B17e u LUCAS A TURDIER,P.E.
u R PE 8 58201
7239 JA6AFL4 AVE.
PIORTH PORT,FL 3i288
PH-941-380-1574
SHcET0E5GFIPTIOH:
DP CHARTS AND �
GIAING DETAILS �',
OPA'.VfIBY: DATc:
GLASS TVPE B EMK O6/02/15
GIASSTYPEA owc:: FEv.: ,
CWS-1067 '
scn�: SHEET
1•1 20F6,
NOTE:IF SIZE IMENDED IS NOT SHONfN,USE IJEM LARGER SIZE. �
' I
�
n ie2�ii 2s (a� z � 13 IMTERIOR ��lYJ����Z�/�'-�
ii � `,7:'I�S'� .:dSYSFe::'aLL�
� oo� 1900 54V S4TH AVE.
� OCALA,FLORI�A3:47C
�o �; �� NM'4V.CNlS.CC
II ���-�- � s2o Pvc
o �,�, _ �- 5 � __ — 0 h1�RIZ.SLlDcR
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p � OfLtrifl6Y: DATE
SECTION VEW A�A EAAK Ofi/02/15
DYIG6: REV:
SECTIOM VIeW GC CN/5-1067 -
ALTERNATE FIN FRAME
scaie: SHEET
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PARTS LIST �Z
ITEM PART �ESCRIPTIO�! rAATEFIAL VEtI�OA �e7la� I y,f���a„ir�y<��;�;�
1 H�61?7�dAIM FRAME PVC AR'�
I IL IiVT.PANEL PVC A'f�� 19005'7744THAVE.
2 H-6135 SASH IMERLOCK FA . PVC �r� � � � OGAIA,FLOflIOA 3;475
3 H-6139 SASH DRA4V RAIL AN � � F-I V2'--' WN/4`f.CS`lS.CC
4 H-fi1S0 SASHTOP/BTPdRAIL PVC �
5 H-61-00 SASH IPITERLOCK RA�L,EXL PANEL pVC I F��K L'04VE I I � ° ' S20�'VC
6 P3028 SETi1NG BLOCK,1!8'x 7/8'x 7 STEEL SUPd>dfi ���0 CoaMEp wcLo
7 P-3029 SCRcENLIFTTA85 I ,��;0- 11�/16' � qLL51DE5 F)GPIZ.SLlDE�
8 P-3033 SCREEN SPflIN G S STEEL FLA SCFIEEN p�� I � --j �110' 1:8
9 P-32i8 SCREEN FRAPAE ALUN FLA SCREEN I � iVOtv-IMPAC I
DRPA o L
10 P-3228 SCREEN SPLINE qp.IESBURY �
11 P-3305 WTSP.,0.187'x 0.270"SOFTFIN I..._.�• �
12 P�511 �8d8 x 0.625'PN PH TEK�2 POIVT7P STEEL FASTNdL ��
� li ITERLOCK ~I
� 13 P3783 INIPACTSASHLOCK � IPf(ERLOCK ��
14 P-3764 KEEPER PVCkIA1MFRAME-H-6127 PVCTOP/6TtiIRAIL-H�61?0 I I
75 P�41S6�848x0.750"FHPHR2POIPRTEKZP STEEL FASTENAL o{
16 P-475S SCREEN CORNER KEY NYLON FLA SCflEE�I �z ue' �
NYLON ASHLANO r�����0-' .p;o� N
17 P-5450 JU�IB04`/EEPCOVERASSY NYLOi! HEYCO � %/1�f— �� ��O �
18 P-5421 0.625'HOLE PLUG � � m
19 P�511 =6-18 s 0.625'SQ PH TEK r2 POIi`R ZP STEEL FASTENAL 1!1'a' 1no 7/tb' � j
20 P-5428 ROLLERASSY AMESBURY 13;�e 1�io� � 3 z w
PVC 7EM�A PLASTICS 115115 1151to I 9 }— O�r
21 P-5429 EX�EFIORhWCK FILLER WSERT RUB6ER PJIPIOR FLIBBER I D 2 �D 3 �-- a
23 �P-SS36 JAD�19 BLIMPER NYLON �
2G P-5451 TBLOCK,FI�DSASH �--- U �
PVCGLAZINGBEAD-5�6141 N �
25 P�59;8 n8 x 7.50"PN PH�2 PONITTEK iP STEEL FASTNAL pVC D^nA4`!RAII-6139 ALUdd IMTERLOCK-5�2029 w '
26 5-2004 REWF.,SIDE RAIL ALUM ASCEND pVC WTERLOCK RAIL-H�6135 � �
27 5-2005 REWf.,hIEETWG flAIL,UR.PAPIEL ALUM ASCEND I I O ,
28 5-2029 WTEN-OCKADAPTOR ALUM ASCEND z �
29 �5-2030 ROLLERTAP.CK AIUNI � ASCEND J ` i}�s����eerr�
11/I6' 1/16' i 5116'-I �15/76'-j �15/1a-{ � S��R=4''���i
31 5-2043 RE4VF.,MEETWG RAIL,EXi.PANEL ALUM KEYMAFK �T � I I `�,�F��....._.r T�,�r,
32 S-20S;REWF.,TOP/BOi70M FAIL AIU�I ASCEND I ' I � -r—^ �I�{ n ^ -�� +.;,�GcNgC..h;�.
33 S-61S1 0.875'GLAZING BEAD PVC AN �� 2 7 t1tE I�=-��-{� t Vlo ;,�v' N� 53291 'f7��;
1 5/10 71 1 lfio fi :
34 GLASSSEESHEET2 � SILICANE �'���0 � IJJ � ` ��' � "*
35 D049 CORNING 1199 �—.0?3' 1fi6 :v; ;L't
36 ?URFECTGLA�"H",SIKAFLEX552 SILICONE HENKeL/SIKA �9: SinTE OF ;y�
ALUDAREIMF-S-2043 ALUMflEINF-S�20Ad ALUMREINF-S-2005 ALUA�iREINF-S-2004 �'p���CoR`9:�`r`�
LINEITEMSNOTUSED: �25lifi'•--' �+ S'••-•-'••• J��+
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L O LUCAS A TURNER,P.E.;
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�IORTH PORT,FL 34288'
p PH.941-360�1574
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BOHI AND EXTRUSIONS
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FIXED PANEL'T'6LOCK 1;2 4 OF 6 i
P-5451
NOTE:ALL EMRUSIONS ARE ALUhIINUPA 6063-T6 UMLESS OTHERWISE MOTED. �
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1.IAISTALL ONE ANCHOR AT EACH INSTALLATIOPI LOCATION.SILL AMCHOR SPACPlG SAP:IE AS HEAD. - ' �•�" '��p`� �G+`•�
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2.SHIA1 AS RE�AT EACH INSTALLATION AAICHOR USI G ANCHOR LAYOUT (FLANGEI
USE SHIM15 44HERESPACE GflEATERTH:N i/16'IS PRESENT.LOA�BEARING SHIMS SHALL BE CO�STRIJCTED OF HIGH ��4 y/2 ��Z L�-
DENSIT'PLASTIC OR BETTER.VVOOD SHINS AAE NOT ALLONlED. 6/6/207 5
3.ANCHOft IYPE,SIZE,SPACI�G AND EhIBEDi�ilEfJi SFL1lL BE AS SPECIFIED IN THESE DRA4VINGS,SEE TABLE 1,SHEET fi. LUCAS A.TURY=F,P.E.
d.ALL INSTALLATION ANCHORS hIUST 9E WADE OF OR PROTECTED 4VITH A CORROSIOPI RESISTANTl�IATERIAL OR CO�TIi`IG.DISSIPAIIAA P.;�iAL50R bIATERIALS I�WPrACT N11TH PRESSURE TREATEO NI000 6IUST FL PE Y.5S201
1239 JABAflA AVE.
BE PROTECTEO TO PRc'VENT REAGTION. MORTH PORT,FL 3J269
SJNSTAILATION ANCHORS SHALI BE I�`I ACCORDAAICE bVITH ANCHOR MNIUFACiURER'S INSTALLATIOPI IDISTRUCTIONS,AND ANCHORS SHAIL PIOT BE USEO IAI SUBSTRATES WITH STREMGTHS LE55 i FiAPI THE PdINIP.IUPA PH.911380d57S
SPEGFIED IN TABLE 1,SHEET 6. sne ToescAiPnoN:
6.APICHOR EMBEDMENTTO SUBSTRATE SHALL BE BEYOND 4'IALL DRESSING OR STUCCO.FOR COM1ICRE7ElC41U OPENIfJGS,EDABEDDAEf�SHALL BE BEYOMD 4VOOD BUCKS,IF USED,INTO SUBSTRATE-1 X BUCKS ARE ANCHOft SCHEDULE AND
OPTIOMAL. NOTES
7.A MINI,AUM CENTER-TO�CEMTER SPACIt1G SNALL BE MNMTAIDIED BEN/EENALL FASTENERS:3-9/16"FOfl MIASONRY,1'FOR VVOOD AND M1IETAL. oea���ri 6Y: oaTe
E�dK 06l02/15
8.WOOD OR P,IASONRY OPENIUGS,BUCKS AND 6UCK FASTENERS SH.4LL BE PROPERLY DESIGNED BY THE ARCHITECTOfl ENGIVEER OF RECARD MID INSTALLED TO TRANSFER 4`IIND LOADS TO THE STRUCTURE. owc:: aEv.•
SUBSTRATESSHAIIhIEETTHEMIIN161U�dSTftEMGTHREQUIREd,IEPIT5AS5H04VNINTABlE1,SHEET6.COUCRETEANDMASOPI.9YSUBSTflATESMAYPIOTBECRACKED. CWS-i067 -
9.SEALINGANDFLASHINGSTRATEGIESFOHOVER4LLWATERRESISTANCEOFI`ISTALLATIOiISHALLBEDO�VEBYOiHEFiSFOLLOWIPIGTHECURREMTVERSIONOFTHEREFEflENCEDOGUMENTS: suue: SHEET
FP�WAAWA100(FlNWIVDO`NS),FPoWAA4L;200(FlNIGEWINDOWSj,FMAhVDP.lA250(60XWIND04V5),FkiA/AAAAA/WD41A300(EXTERIORDOORS) 1:20 SOF6
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I/.hli�X.SHI>,1— Ai1N.E�GE�IST. SU6S7FUTE
� hIIV.EDGEDIST. � SEETASLEI I �6YOTHERS 190051V4GTHAVE.
SEE TABLE 1
SUBSTRATE6YOTHERS �%4'ti���SHlhl— j SEETA9LE7 OCALA,FLORIDA3447.
SEE TABLE 1 HIIDI.EOGE OIST. W'�/4�l.C'A/S.CC
SEE TABLE 1 I
nii�i.eenseoEaerrr 620 PVC I
PERIMETERS:ALAPfi '� SEEiA9;E1 IMSTALLATIOf1AAICHOfl �❑
6YL�STALIER o i i SEETA9LE1
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FLADIGE BY IMS I ALLEfl S:AL41T BEHIPIO �j
LHSTALL4TION M1CHOq FIM eY 615TALLER
SEETABLEI �HOflI?OPITALSECTIOPI Z
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SUBST0.3TE BYOTHERS � �b� ���
SEETA8LE1 . ldI,V.E�GE�15T. [� '9_ SFA7E OF .4r,�,
SEETABLEI �"rOT;F, J�� �
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FpAMETYPESUPSTRATETYPE ANCHORTYPE hIIPI.E'dBE�PAEhR MUI.EOGEOIST. � LUCASATURNER,P.E.
FLANGE CONCREIE(20 KSI IvIiN.) Ji6'17W TAPCON 1' i-1/E' D FL PE'r"58201
7239 JA6ARA AVE.
FLA�IGE IHOLLO�rI OR GROUiFIIIED CidU(117 PCF�AIN) 3lI6'ITW TAPCON 1' 2" P'cRl!{c7ER SElLAPIT NORTH PORT,FL 34288
FLANGE COPICREiE(2.85 K51 PdIN.) 3/16'ELCO ULTFL4CON 7• �• BYINSTALLER PH.9J1-3 80.1 574
INSIOEMIOOUT �HOqIZOMALSECTI0P1
FLANGE GROUf-FILIEDCPAU(ASTMC-90J 3(16'ELCOULh7ACON 1-3�4" � 2-1/2' �J BOCFR.tSIEINSTALLAT1o�1 SH"cET0e5CFIPTION:
3/16"IT4V TAPCON SR,IILAR FOfl HE10 API�SILL FOR BOX IMSTALLATIOht
FLAMGE 2XMIN.SOUTHERN P6VE(G=0.55) OR ElCO ULlAACON �-�B ��8 INSTALLATIO�I DETAILS �
FLANOE 2XMIN.SOIlHERN PIPIE(G=0.55) ' ;10 WOOD SCFE4v h3/e" 7/e" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY FEIvIOVING THE FLANGE, ���rvrv sr: anr: �
16 GAUGE(0.060°)MIPI.STEEL S iUD p10�16 HILTI KWlIK-FLEXOR ITW FUILiHfiEAD UP i0 AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTA6LE PROVIDED:
FLADIGE ��KSI YIELD MIN) TEKS SELFONLLWG SCREVV THRU 0.060" ��10 EMK 0'al02/15 i
t/B'ALUM.(60E3-TSPAN.)OR 910GRADE5SELF-TAPPING/ FULITHREAD -PAIN.1/4'FILLETOFCOMSTRUCTIOM-GfiADEAOHESIVECAULKISAPPLIEO owor. sev.�
FLANGE 1�0'STEEL(33 KSI�.IIN.) DRILLWG SCflE4'/ iHR110.12� ���fi" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-1067 -
-PRODUCT ANCHORAGE IS IN ACCORDANCE WITH RE�UIREP.IENTS AS
F44 2XhiW.50UTHERNPP�IE(G=O.Sa) �104VOODSCRE4V 1-1/2' � tl2' SH04VNFORFLANGEN/1NDON15. s�" ' SHEET
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