HomeMy WebLinkAbout19-21461 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 21461
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21461 Address: 5641 8TH ST
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-05700-0100
Improv. Cost: 2,400.00 OWNER INFORMATION
Date Issued: 7/23/2019 Name: CORREIA, MARK
Total Fees: 82.50 Address: 37412 MERIDIAN AVE
Amount Paid: 82.50 DADE CITY, FL 33525
Date Paid: 7/23/2019 Phone: 813-997-3117
Work Desc: 14 WINDOW CHANGE OUT W/ALUMINUM ROOF OVER
CONTRACTORS APPLICATION FEES
SUNSTATE ALUMINUMN INC BUILDING FEE 82.50
f
Ins ections Re uired
FOOTER 2 D ROUGH PLUMB misc INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC misc.-
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Rennspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
1
r
tONTRMCTOK SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
7
Date Received Phone Contact for Permitting 0 -70p? p S7
Owner's Name Aye-le
6, v'r�L`4/ Owner Phone Number
Ownees Address 77 try^ �f Lie �' �C Owner Phone Number r Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address JOB ADDRESS Y/ Vf . 33SV'l.2 LOT# t r/��Z
SUBDIVISION PARCEL ID# .2G-rat 1-6010 J O S76b- Olt)
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT DI SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR = COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK = FRAME Q/� STEEL =
DESCRIPTION OF WORK t�L�2 7e �4 LJe K[leJ s(�c �0✓ S e !Y w I`� '`�
BUILDING SIZE -23K Y D SQ FOOTAGE �a d HEIGHT
Tr�Tr�e�i�rrrTe-a"r®R�1�'rr'rr'o-'rrrr'r'rrrre-rrrrre's�rr-�1'arcs"rre-r"r-rP9-1-e�-errrrPrr'r�'r-
=BUILDING $R/eU�{�17 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ V AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
(al Prs
cw -� BUILDER COMPANY
/(v 4 SIGNATURE �J / REGISTERED Y/ N FEE CURREN Y/N
v Address SY /`f leik 4CCf Z�[, 3 rya- License# I3G 1 S 0J I
ELECTRICIAN COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIt11I1111111tI1I'IIIIIIIIIIIIIIIIII111
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 onslte,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsharge 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 submittal date. Required onslte,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.
-i-F-14-t--Ial--4�1-4.4.1+5-1--1-1--1--1-1--6-t-
Directions:
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 Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
1
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.
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
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
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-Wells, 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:
- 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
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 goad 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
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,Cancel,alter,or
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 BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and swor t�(orafflirrfied) efore me this Subscribed and sworn to(or afore me this
by by
Who Ware personally known to me or has/have produced Who is/are personally known to me or has/have produced
as identification. as Identification.
Notary Public Notary Public
Commission No. Commission No.
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
Pasco County Property Appraiser Page 1 of 1
Generalized Building Schematic
3 1�
FQE'0'� ,� FUSD2 .
17 17
14 1 z
� 10
9
10
OP47
BAsa1 u
4G
31
2- 23
23
UEPOI s
23
http://search.pascopa.com/sketch.aspx?pid=272613&bid=272613 6/6/2019
Florida Building Code Online Page 1 of 2
IN WWWORMIN
BCIS Home I Log in i user Registration j Hot Topics Submit surcharge Stats&Facts i Publications i FBC Staff BC1S Site Map I Links i search
Florida
,l W1R Produ
ct 11 Appr. .1
.Publ
ic User
Product Anproyai Menu>Product or Application Search>Application List>Application Detail
FL# FL17822-R3
Application Type Affirmation
Code Version 2017
Application Status Approved
Comments
Archived 0
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue -
Ocala,FL 34474
(352)368-6922 Ext 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Stephen Brooks
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 255
sbrooks@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method C tification Mark or Listing
4XV777i DATE:_
Certification Agency ICITV COY zi�?Bl RUts`to e Cert(fications,Inc.
F?W.
ty U Checklist
Validated By RUDING OFFICIA1, t rich,PE
V Ilidatio -Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA I0I/I.S.2/A440 2011
ASTM E1300 2004
Equivalence of Product Standards
Certified By
01 affirm that there are no changes in the new Florida
Building Code which affect my product(s)and my product(s)
are In compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity OYes ONo ON/A
bt,tn.-,-//flori(i,q,"hiiilciino,.orc,/nr/nr qnn ritl,,q.qn-z9-nsr2m=w(r'P.VYnurtT)nt?7.()Yi;"R?V1TTnT1'P. 1/Q/9 12
Florida Building Code Online Page 2 of 2
I-LI7822 R3 COC 6thEdFBC-rLI7822.12d
Product Approval Method Method 1 Option A -
Date Submitted 09/06/2017
Date Validated 09/06/2017
Date Pending FBC Approval
Date Approved 09/10/2017
Summary of Products
FL# F.d-1,Number or Name Description
17822.1 SH-610 Vinyl Single Hung SH-610 Vinyl Single Hung, Non-Impact
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17822 R3 C CAC CAR 138-1350,pdf
Approved for use outside HVHZ,.Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 06/17/2019
Design Pressure. +35/-35 Installation Instructions
Other: Max.size 53 1/81'x 76",Fin, Flange,DP+/-35 PSF. FL17822 R3 11 CWS-1099A(SH-610, NI DP35),Dd
Glass complies with ASTM E1300-04. Verified By: Lucas A.Turner PE-58201
Created by Independent Third Party:Yes
Evaluation Reports
FL17822 R3 AE EvalReo CLALS-1099A(SH-610,NI.
DP35).r)df
Created by Independent Third Party: Yes
17822.2 H-610 Vinyl Single Hung,Non- Max.size 53 1/8"x 76",Fin,Flange,DP+/-35 PSF.Glass
_Isin pact complies with ASTM E1300-04,
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17822 R3 C CAC 138-1392CAR,t)d
Approved for use outside HVHZ:Yes FL17822 R3 C CAC 138-1393CAR.12df
Impact Resistant.No Quality Assurance Contract Expiration Date
Design Pressure:+35/-35 06/1712020
Other: Installation Instructions
FL17822 R3 11 CWS-109()C.pd
Verified By: Lucas Turner,PE FL PE 58201
Created by Independent Third Party:Yes
Evaluation Reports
FL17822 R3 AE Eva lRenortI,099C.pd
Created by Independent Third Party:Yes
F..k FN—..-tl
Contact Us 2601 Blair Stone Road, Phone,850-487-182
The State of Florida is an AA/EEO employer.Coovrlaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Stat emen ::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The smalls provided may be used for official communication with the licensee.However email addresses are public record.;If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under
Chapter 455,F.S.,please click hff_p_.
Product Approval Accepts:
W]a ER M
Credit Card
Safe
]iffnq-//f1nrid,q'hi1i1r`1inc, t)ror/-nr/-nr qnn 1 /1)r%1 0
SINGLE HUNG-NON-IMPACT GENERAL NOTES:(SHOWNW/DIFFERENT OPTIONS) 1.THE PRODUCTSHOWN HEREIN ISDESIGNED AND MANUFACTURED Vyl�tl�{�}}�,�T�T�
[![1CY
TO COMPLY WITH THE FLORIDA BUILDING CODE(FSC),CURRENT 1900SW44THAVE
EDITION. OCA1.A,FLORIDA 34474
^^t• 69 2.GLAZING OPTIONS:(SEE SHEET 2) W WW.CWS.CC
FLANGE WIDTH •UNIT A STANDARD WITH k GLASS
FLANGE WIDTH 54. .UNIT B STANDARD WITH J•GLASS 510 PVC
3r MAxuNrr WmTH MAXUNrrW37H1 a CONFIGURATIONS:'o1X'. SINGLE BEING
49• NON-IMPACT
4.DESIGN PRESSURE RATING:
3�. GUS6 OLD .NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS DLO A GLASS TABLESASTM E-1300.04.
POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER a 0 ai
INFILTRATION TEST PRESSURE AND GLASS TABLES o»o_ _� ASTM E-1300-04.
5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED w m
7 4• 77• 344• IN THE DESIGN OFTHIS PRODUCT.SEE SHEETS W FORANCHORCo
FLANGE FLANGE GLASS DLO DETAILS.WINDLOAD DURATION FACTOR Gd=1.6 WAS USED FOR z0� ZO
HEIGHT O HEIGHT B O B WOOD ANCHOR CALCULATIONS, y 3 w
S.NOTAPPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE u b O
SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. i
/ 72•MA% 76• C T.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOIN'SEAM O
HEIGHT MAX SEALANT USED AT FIXED MEETING RAIL AND JAMB. o R�w
/ HUI
S,HT B S.SERIES l MODEL DESIGNATION SH-510. S= II
e
F a
U m.{CI
C 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: Hn�u�ry z
X S7�• 6 X=OPERABLE SASH,O=FIXED SASH '�,y1PNGE�NS TG,O0��
A. I $1• SO.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR tivCF'•'1, F•y`Z^'L
[� SASH GLASS OLD LOCATION. � No 58201 :1'A
�f r HEIGHT p G 11.EXTERNAL WEEP SLOT=114 x 1-11T LOCATED S'FROM BOTH
If ENDS, y9Q STATE OF iW
3SS E A .L-. %6`s'.<.ORiOQ`'�,a.+�
GLASS OLD 7 sLD Lucas A.TUmer '�oS�ONA �i`
2016.08-05
LaAxSASH nrH 4�15 A 15:14-04:00
cLA9so 0 8/5/2016
,W,t6�, LUCAS A.TURNER,P.E.
UNIT A MAX.S4ASH WIDTH FL PE
123S JABARAAARAAVE.
NORTH PORT,FL 34288
PH.941-3B0.1574
SHEET UES IPTION:
UNIT B GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS MAX.UNIT DESIGN PRESSURE IMPACT DSA B: DAM
REINFORCEMENT SJB ae12711s
GENERAL NOTESDETAIL&ELEVATIONS.-____........1 SIZE RATING RATING
GLAZING NVIEW LS...„„.........„.„..„.....2 Dwcs. er.
SEDTIONVIEWS.„...,....„„_..„.„..„....,3 53-116"x76" 2115 -r1-35PSF NONE
EXTRUSIONS SCHEDULE
...__.._.....„.„...4 37"x 72" 2009/2115 +/-35 PSF NONE cws-1099 c
INSTALLATION
TION DETA L NOTES..„.„6.7 SQ1�` SHEEP
INSTALLATION DETAILS..............»6.7 1:15 1 OF 7
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
'OVERALL e•OVERALL 'OVERALL �'OVERAIL 610 PVC
ANNEALED
• F—tTEMPEREOF-&ANNFALED �yTEMPERED '
5-AIRSPACE
`'AIRSPACE 'AIRSPACE r1EMPER D SINGLE HUNG
e'ANNEALED }'TEMPERED J,'ANNEALED •TEMPERED NON-IMPACT
m m m
SIKAFLIX 552 0R SIKAFLEXS52 CR SUAFLEX 652 CR SIKAFLE%652 OR
25 PURFECTGLA2E'H' 26 28' PURFECT GLAZE'W 26 SIKFECTGLAZE-W
PURFECTGL42E TI'
'GLASS BNE 6'GIASS BITE e•GLASS BITE 'GLASS BITE
°
-- -- — — o z
vj
g�<0
N O R
��O
GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D U m<Z
L a+dORE4Y�"
°OVERALL
9 P...... .i ;
�P;1C ENS 'P
6'-• 4
:J'ANNEALEO 76'AIRSPACE ��i• No SB201 •'A:
ANNEALED 9? STATE OF :��
25 PSKAFLEX
URFECT 552GLAZE OR LT �4�(cS.��ORIQP G\2�,`
NOTE:GLASS TYPE E LIMITED • iONAGEN
TO 37•x 72'UNIT SIZE
B'GLASS BITE
. zz
---- 6/6/2D16
LUCAS A.TURNER,P.E.
FL PE N 58201
1239 JABARA AVE.
NORTH PORT, 4288
PH.941-380-1-1574
SHEETDESGRIPMM
GLAZING DETAILS
GLASS TYPE E
DRAWN.. DA E
SJB 06127/16
DwD x: a ..
CWS-1099 C
.CALL' SHEET
1:1 20F7
INTERIOR WIND WSYSn S
13 ar37 WINDOW SYSTEMS
ISO SW 44TH AVE.
2 14 4 9 2 OCALA FLOPJDA34474
WW W.CWS.CC
0 6'10 PVC
SINGLE HUNG
p NON-IMPACT
❑
30 o 0
9 B 10 m gY „
SECTION S-B m u1 m
m
NOTE:iFFf SIDE SHOWS FIXED SECTION VIEW,
RIGHT SIDE SHOWS SASH SECTION VIEW, m 3
z
a
*UIWEITE'
'JI it 8 a+�U
_ 'tWITHOUT2115REINFORCEMENTiri
2115 REINFORCEMENT 3, 11 II IL J USEE CHART PAGE 1 ! i ; cg CHART PAGE I (( (( I T-�I -�S No .Ir
Li
u u II h °9 STATE OF 1'W`
I I I I 4H.nnN�'4
! �v
ra
II ; 8/5/2016
LUCAS A.TURNER,P.E.
El 4o SECTION D-D FL PE#58201
,1 4, DEEP POCKET UNT-FRAME 1239 JASARAAVE.
NORTH PORT,FL 34288
3 2 PH,941.380-1574
SHEET ohs
P P
SECTION VIEWS
SECTION A-A SECTION PC 9.owr4 er; a
ALTERNATE Hp MEETING RAIL NOTES: SJB 06/29/16
AND UNI-FRAME -AN FRAME AVAILABLE FOR UNI•FRAME
AND STANDARD FRAME TYPES.
-880 BALANCERS AND DEEP POCKET UNFFRAME GWS-1099 C
(H-6193)REQUIRED FOR LARGER SASHES.(NOT : SHEET
NOTE:ITEMS NOT SHOWN FOR CLARITY:38,41 SHOWN IN SECTION B-B) 1:2 3 OA 7
ITEM PART OESCRIPITON MA7ERU+t VENDOR 371i� 31W FRAME CORNER COHSTRUCTiOH
1 H-6125 HEAD Ot1TERFRAME PVC ATN �4/4NYLl1fYU// •I/("S`}/
2 H•6125 JAMBS RllT FRAME PVC ATN 3 WINDOW SYSTEMS Il
3 N-612651LL,OUTERFAAfr1E PVG ATN t 2 (� t900$W44THAVE.
4 H-6132SASH SIDE RAIL PVC ATN Av_--J I 23te' OCALAFS.CC 34d7d
5 N•61365ASH BOTTOM RAIL PVC ATN WWW.CWS.CC
6 H-6137 FI%EOMEETING RAIL PVC ATN 39/1V 1116' 3718• 1/i 6•
7 H-61385ASHTOPRAIL PVC ATN d 314' CORNERWELD(ALLSIDES) 610PVC
0
8 S•6141 GLONG BEAD PVC ATN ? p 1:8
9 S4142 SASH STOP PVC ATN �1' 1JIiE' I SINGLE HUNG
10 S-614 PVC 3 SCRONAOAPTOR ATN' NON-IMPACT
11 P-SOBS W IE STP OLON BUVINYL AMESBURY 050'
li P•508b WSTP OLON eUIBVINYi AMF58URY PVC FRAME HEAD&JAMS PVC FRAME SILL INTERLOCK ib ro
13 BALANCERS-COFSTANi FORLf ft7562 CAt04Vm H•6125 H-6126 S-2001 r
14 P-5392 S0.5HTILTIATCH NYLON CAIDWELL 1 !
SS P•5393 PIVOT CARRIER NYLON WDWELL g/);� 5rt6'Ll
13/0' 314'-� n.g-❑
:7 P3525 RBXSIS PHRFLATWNITESMS STEEL FASTESS WELLNAL 15H6• O50' _--��~� St8' 1718'p FIXED M£E7WG FAIL t Ill ei
18 P-4146ASX34PHILFLATtak STEEL FASFENAL '�" 2_ SCREWEOTRFRAMR WiTr3
19 P•3028SETTING BLOCK RUBBER FRANK LOWE 074' OU7Ei:B N
z �
10 5.2001 IMERLOCK RAIL ALUM ASCEND PVC GLAZING BEAD 1�9 O
PVC SASH STOP PVC SCREEN ADAPTOR �+
21 :H42115 REINF HO FMR ALUM KEYMARK 5-6141 $-fi142 $.6143
22 S-2004 REINF TOP RAti ALUM ASCEND 2 i�,� t 7ttb- �i 111t6" a fl
23 P-5389 LOCKS NYLON tAWRENCE tTtl6' a
24 P•S389 KEEP6R5 NYLON IAWRENCE 4 5 8 7 U
25 P-5420 WEEP COVER NYLON JA&M � N x
26 HOTMELT SILICONE TAVSEAL 171 1tt6' 1711 ttib' 1 7 1f16' 1 Til 1116• Q n?n
27 P-3305 WSTP.270X18T SOP7TOUCH FiN UiTAAFAB '•
28 P•5425 WSTP.200%5/8"%5 B•OUSTPLUG ULTRAFAS O m 6 Z
29 P•S390 HOLE PLUG NnDN PVC SIDE RAIL PVC SASH BT.M RAIL PVC SASH FMR PVC SASH TOP RAIL prunurp
30 IS S SE5SHEET2 )46132 H-6136 H•6137 H-6136 -01t'•SOREW
31 P4538 1#8 X2-1 PHILTRUSS t& STEEL FAMNAL 9
32 P•3218 SCREEN FRAME ALUM FLASCREEN 9/16• }13116'�j `OP�ti1G8NSF'P��^
33 P•475d SCREEN CORNER KEY NYLON FIASCAEEN I I qyj No 58201 SAS'
34 P-3228 ISCREEN SPLINE DAPA
35 P-3029 SCREEN LII'm SUMMIT
36 P-30335CREEN SPRThYvS RASCRFEN tA6' �?1S STATE OF .jt+,:
37 -CONSTANT FORCE AT 080 REINF.TOP RAIL
S•2009
38' H•G157 HDFI%EOMEETINGRAIL PVC VISION r�+sS10NALBr:�t
39 H45193 UM-FRAME.eOO BALANCERS PVC VISION /ryr......
40 S•S216 UM-FRAME5ILLPOCKETINSEftT PVC VISION 37116- tiill5' 7�
41 5.6217 UM-FRAMESCREEN RETAINER PVC VISION r
1 t3NB 161t6 81./2016
TURN
39 LUCAS A.TURNER,P.E.
z vl0^ 40 21t1e' BB ! FL PE'4 58201
3 9116• wp �g1 u!6' 1!i�` lria• I 8 mfi' / NORTH PORT,FL 34288
,— L Sn6• 1239JASARAAVE.
0 PVC SILL POCKET INSERT REINF.HD FMR PH.941-380.1574
o S•0218 PVH 6157MR H-2115 SHEET OESCRIPf10N;
tt 6005A-TS
}^-1' BOM AND EXTRUSIONS
5ren !
I I DRAWY: AIE O
PVC FRAME H-6193 711e" 1/16- SJB 06127/16
OW ffi 9-
PVC SCREEN RETAINER CWS-1099 C
LINE ITEMS NOT USED: S-6217
NOTE:ALL EXTRUSIONS AREALUM,60fi3-T6 UNLESS OTHERWISE NOTED. sca.' SHEET
25�29.30 1:2 4 OF 7
ANCHOR @ MIDSPAN WINDOW SYSTEMS
IOMSW44THAVF
6•MAX,(TYP.)- MAX '4' X(TYP.) MAX D.C.(7YP.) OCALA,FLORIDADA 34474
3'MAX•(TYP.) SEE NOTE2 4'MAX(iYP.j SEE NOTE2 WWW.CWS.CC
610 PVC
fat¢•
SINGLE HUNG
MAX.D.C. B• NON-IMPACT
(fYP.) MAX D.C.
�m�
THRONDH FRAME o o ems-O
L ARG RNL 1 ZARG RAIL ANCHORSRWID N W w m
ANCHORS
�y}
OVER 37' -{ D)
3'(TYP.) 3'(TYP) p a Z
3� �
3''TYP)
> w w
Z>
K U W
X i a fL
X '` INSTALLATION
ANCHORS(TYP.) usi ��„E
o 0 3 m
U m¢Z
BIND SDILLAN HORS REouiL pEoGE) ANCHOR LAYOUT-(FIN) �`GpS11•yNX)RE U 4
No 58201 -I
NOTES: �9Q.. STATE OF i�+u
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION,SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REQAT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS,MAX.ALLOWABLE SHIM STACK TO BE 114".USE SHIMS WHERE SPACE GREATER THAN 1/16•IS PRESENT.LOAD BEARING SHIMS SHALL BE y�
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOTALLOWED. f
3.ANCHORTYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,5HEET 6. 8/5/2016
LUCAS A.TURNER,P.E.
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE#56201
BE PROTECTED TO PREVENT REACTION. 1232 JABARAAVE.
NORTH PORT,FL 34288
S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM PH.941-360.1574
SPECIFIED IN TABLE I,SHEET S. SHE D ION:
6.ANCHOR EMBEDMENTTO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETE)CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-IX BUCKS ARE ANCHOR SCHEDULE AND
OPTIONAL
NOTES
7-A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:X FOR MASONRY,1'FOR WOOD AND METAL. DRAwN BY: DA7e
SJB 06127/16
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WINO LOADS TO THE STRUCTURE, Dw M REW
SUBSTRATES SHALL MEETTHE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED, CWS-1099 C
xA�` SHEET
9.SEALING ANO PUSHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE 8Y OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: 1:25 FMAIAAM f00 N WINDOWS MAIAAMA 200 FLANGE WI DOWS M MA 250 BOX VJINOOWS FMA)AAMAIWD 31X1 EXTE TOR DOORS 5 OF 7
MIN.EMBEDMENT SUBSTRATE _((��/I)1)I-I_/.1V4
TYPICAL HEAD ANCHORAGE SEETABLEI BY OTHERS �V-lllYN/IlYYW1WYSTEMS l(\�i�"Jll
SEE TABLE 1 WINDOW SYSTEMS
MIN,FDGE GIST. 1!4'tAAX SHIM MIN.EOGEDIST. SUBSTRATE
SEETABLEI SEETABLEI BY OTHERS OCA5W44THDA3
SUBSTRATE BY OTHERS
114'MAX.SHIM SEETABLEI O�/CWS.CC A34474
SEE TABLE 1 O MIN.EDGE DIST.
BEETABLE 1
MIN.EMS EOMENT 610 PVC
PERIMETER SEALANT SEETABLEI SEETABLEI ANCHOR
BY INSTALLER BEE TABLET SINGLE HUNG
INSIDEAND OUT � MIN.EMBEOMENT
SEALANTBEHIND b �� sEEraeLE1 NON-IMPACT
FLANGE BY INSTALLER 114'MAX SHIM _
L1,o PERIMETER SEALANT N 11JERIMETERSEALANT ee- BYINSTALLERYINSTALLER INSIOEANO OUT
SIOEANOOUT INSTALLATION ANCHORmY YEALANT BEHIND
9EE TABLET W W m
FLANGE BY INSTALLER SEALANT BEHIND N
INSTALLATION ANCHOR FIN BY INSTALLER o Z
SEETABLEI �B�HORIZONTALSECTION �,HORIZONTALSE-ON 3 O
fi TYPICAL JAMB ANCHORAGE S TYPICAL FINANCHORAGE w G y
HEAD AND SILL SIMILAR FOR FIN INSTALLATON
CONTINUOUS DEL 1/4'BEAD OF SEALANT a O
AROUND PERIMETER O ALL INDICATED
NOTE:ADDITIONAL THRU-FRAME (AS a
POINT60ETWEEN FRAME AND SUBSTRATE SHOWN IN DET.016)READ AT MTG RAIL FOR UNIT N �' K
WIDTHS OVER 37'.SEE SHEET 6 ANCHOR LAYOUT. a S U
PBY OINTS
aw N
a W
1/4'MAX.SHIM U m<z
FLANGE BY INSTALLER F-1 .,0
PERIMETER SEALANT
BY
INSTALLER �� No SB201
INSIDE AND OUT
SUBSTRATESYOTHERS
SEETABLEI �A\VERTICAL SECTION O ~�%p1. STATE OF .lU�
6 TYPICAL S6_L ANCHORAGE
NOSILLANCHORS REQUIREDID
�h srOyyNA�-E p��
TABLE I:APPROVED INSTALLATION FASTENERS
FRAMETYPE SUESTRATETYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 8/5/2016
FLANGE CONCRETE(20 KSI MIN.) 3115"ITW TAPCON 1" 1-118" IS LUCAS A.TURNER,P.E.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"ITW TAPCON 1" 2" FL PE 960201
FLANGE CONCRETE 285 KSI MIN.) 3116" "ELCO ULTRACON 1 1" PERIMETER SEALANT 1239 JABARA AVE.
( BYNSTAL.ER NORTH PORT,FL 34288
FLANGE GROUT-FILLED CMU(ASTM C-90) 3110"ELCO ULTRACON 1-114" 2.112' INSIDEAND OUT PH.941-380-1574
HORIZONTAL SECTION
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON OR ELCO ULTRACON 1.318" 7/6 6 BOX FAR FOR
INSTALLATION B'ET DE60RIPTION:
SIMILAR FOR SILLPND JAMBS FOR BOX INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(0=0.55) 910 WOOD SCREW 1.3/6" 7/B' INSTALLATION DETAILS
10 GAUGE(0.050')MIN.STEELSTUD 910.16 HILT]KWIK-FLEXOR ITN FULL THREAD FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
FLANGE 7/i6" o w B. DA :
j33 KSI YIELD MIN} TEKS SELF-DRILLING SCREW THRU 0.050" UP TO AND INCLUDING ABOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
11B"ALUM.(6063.T5 MIN.)OR 910 GRADE 5 SELF-TAPPING I FULLTHREAD SJ8 06127/16
FLANGE 1/6"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" _MIN.114'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED uw.. REV-
FIN 2XMIN.SOUTHERN PINE(G-0.55) 910 WOOD SCREW 1-1/T 11Z' INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-1099 C
-PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS scAv:: SHEET
NOTE:U NI-FRAME OPTIONS NOT SHOWN SHOWN FOR FLANGE WINDOWS. 1:2 6 OF 7
MAXSH1'MIN.Fl. IIM
1/4'MAXSHIM --f WINDDW SYSTEMS IClyl/_IR://•{I(,
ISDOSW44THAVF
TYPICAL HEAD ANCHORAGE e•p° :pe n p• V MIN.EDGE DIST. OCALA,FLORIDA 34474
INSTALLATION ANCHOR I WWW.CWS,CC
3HB'ELCOULTRACON p�p a.
1'MIN.EDGE DIST. 610 PVC
D D pip ep.p.
RETE
', °.v." •ap° .a SINGLE HUNG
SUBSTRATE BY OTHERS D• °D D '° D D' CONTINUOUS OBL 1/4'BEgO OF p e e p
SEETABLEI,SHT6 ° D Dp p•eC�- °p SEALAMAROUNDPERIMETER a•pe NON-IMPACT
oD• D°• ATALL INDICATED POINTS BETWEEN Qe d •ae
THE FRAMEAND SUBSTRATE BYINSTALLER ,p•
°D•°D.D- o PERIMETERSEALANT D• °D° D D I V MIN.EMBEDMENTtii
' p° p N' F_
BY INSTALLER ° D- ° .1� SEALANT BEHIND FLANGE •p' 'QO
INSIDE AND OUT p BYINSTALLER
SEALANT BEHIND FLANGE �114•MAX SHIM PERIMETER SFAINIT BY INSTALLER 50LLD CONCRETE V� W m
BYINSTALLER INSIDE ANo OUT' SUBSTRATE BY OTHERS
' SEETABLE I,SHT6 z 0
m
HORQONTALSECTION o
Li7 TYPICAL JAMB ANCHORAGE w n ry/
INSTALLATION ANCHOR > rc m j
31Iti ELCOULTRACON ❑ =O_
z ❑ aq D
CONTINUOUS DEL ALL INDICATED
SEALANT W V• a
AROUNDETWEENER®RAMEA DSU w U
POINTS BETWEEN THE FRAMEANOSUBSTRATE u9 ¢ z N
BY INSTALLER z
�z o
IW MAX.SHIM 1'MIN.EMBEDMENT O m¢0
SEALANT BEHIND FLANGE
L`L Lt11LT+TTi
BYINSTALLER ♦1T�
PERIMETERSEALANT p __1/d'I.fAX SHIM o ;ae PLSORE4y r p
BY STALLER 1-MIN.EDGE DIST. 7r. 'Ell
S'•G�✓m,
INSIDE ANOOUi o D. D.'°•D-o D. '--'ter--t �v4•, N ••?'A^
INSTALLATION ANCHOR ° 1
3/ifi'ELCO ULTRACON N. 5B2D1
-
EXTERIOR FINISH opb•r� oD voD 'p `p•° a pMIN.EDGE DIST. Dot YT :%L'�
BY OTHERS ° r•°D.o Dr D°.e.r p,..
•D.,o D'°•° ° °D D.o El ;a Wit, STATE OF
SCUD CONCRETE rD D CONTINUOUS OBL iN'BEAD OF p•e p "D•''�(
SUBSTRATE BY OTHERS rp •° D D rp ,•°�,. SEAL4NTAROUND PERIMETER p p '��S ORL
SEETABLEI,SHT6 D D AT ALL INDICATED POINTS BETWEEN
THE FRAME AND SUBSTRATE BY INSTALLER
VERTICALSECTION
7 TYPICALSILLANCHORAGE $)$/2016
NO SILLANCHORS REQUIRED
LUCAS A.TURNER,P.E.
p SOLD CONCRETE FL PE#56201
S SUBSTRATE BY OTHERS 1239JABARAAVE.
BYINSTALLER BE FLANGE SEE TABLE 1,SHTB NORTH PORT,FL 34288
PERIMETER SEALANT BY INSTALLER WOOD SUPPORT BY OTHERS PH.941-380-1574
INSIDE AND OUT SHEET DESCRIPTION;
G HORIZONTAL SECTION INSTALLATION DETAILS
7 TYPICALJAMB ANCHORAGE WOOD SUPPORTS POURED WALL
HEAD AND SILLSIMILAR(NO SILLANCHORS) ofiAWNB: oATB
SJB 06127/16
owes. R ..
NOTE:INSTALLATION ON THIS SHEETARE FOR SOLID POURED WALLS USED CWS-1099 C
SPECIFICALLY IN THEVILLAGES,FL OR FOR SIMILAR SOLID POURED scALE: SHEET NOTE:U NI-FRAME OPTIONS NOT SHOWN WALL INSTALLATIONS. 1:1.. ._..... -- -- ... .... 70F7
m
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: ��/ n S 1 V
Date Received:
Site: 5-6 % /
Permit Type: ``�"�
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
ga( fljcce--,-�'
ner Date Contractor and/or Homeowner
(Required when comments are present)