HomeMy WebLinkAbout19-21016 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 21016
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21016 Address: 37530 LAUREL HAMMOCK DR
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: OAK PARK
Est. Value: Parcel Number: 34-25-21-0100-00000-0130
Improv. Cost: 4,960.00 OWNER INFORMATION
Date Issued: 3/26/2019 Name: NOFTLE ROBERT & FAITH LT
Total Fees: 97.50 Address: 37530 LAUREL HAMMOCK DR
Amount Paid: 97.50 ZEPHYRHILLS, FL. 33541
Date Paid: 3/26/2019 Phone: (813)779-8486
Work Desc: REPLACE 6 WINDOW INTO 5 OPENINGS
CONTRACTORS APPLICATION FEES
RYMAN CONSTRUCTION OF FLORIDA IN BUILDING FEE 97.50
Ins ections"Re uired
FOOTER 2ND ROUGH PLUMB MI INSULATION CEILIN
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to We-inspection 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.
dONTRACTORk SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
I
City of Zephythills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: fib Y) co hS
Date Received: sz �o / ) I
Site: 3037530 Zlwce I -fi,,Ywy,-ocXfi %6"'-
Permit Type: jlq� () k I
yt2
A-
Approved Who comments:❑ Approved w/the below comments: X Denied w/the below comments: El
This comment sheet shall be kept with the permit and/or plans.
MAR,;2 4 2019
Kalv' S�Ker—Plans Examiner Date ContrActor and/mWm—eowner
(Required when comments are present)
01J-1 uu—uuty Vi ty VI L_VtJ I I y tI It I I a t yr tt..�, q,,r.at-_
Building Department
Date Received 3 U 1 Phone Contact for Permitting (
Owner's Name �� 1 I Owner Phone Number l I
Owner's Address )15 Q GNU e, mm0Cc Dr tV��(�5 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
:Fee Simple Titleholder Address
2 La
,, t( �y� ` t ( ( {(
JOB ADDRESS aj T 5,1 U L aU're_t kafflmUC IL �1` k ((A,(t S 4" l -3� �1 t LOT# t
SUBDIVISION -�U� SU dtdisi`orll ( PARCEL ID# t�-a� -a�- a�d0-.dCXoo �J)30.
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR R
ADD/ALT SIGN 0 MOVE DEMOLISH
INSTALL REPAIR J
PROPOSED USE SFR COMM Q OTHER JUJI
TYPE OF CONSTRUCTION • Q BLOCK FRAME STEEL Q OTHER l
DESCRIPTION OF WORK ��IYl()�1� f e 1L2C2 lvi�ttj� 5 I n�0 �ij1 S
BUILDING SIZE -t Y� SQ FOOTAGE C HEIGHT C�
�
BUILDING $ VALUATION OF TOTAL CONSTRUCTION •
Q ELECTRICAL 11$ — AMP SERVICE PROGRESS ENERGY CJ W.R.E.-C." '
PLUMBING $
MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
GAS 0 ROOFING 0 SPECIALTY 0 OTHER
FINISHED FLOOR ELEVATIONS- FLOOD ZONE AREA r]YES _ =NO
BUILDER COMPANY
SIGNATURE 1t REGISTERED / N FEE CURRENT /N
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRENT
Address License# • .
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRENT
Address License# � .
MECHANICAL COMPANY
-SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N J.
Address License#
OTHEROAC COMPANY i�Y1WI '�,r�,��-E WC' (3n t1C
- 0
SIGNATURE �'�� REGISTERED I Y N FEE CURRENT )()/N
Address l2 �3 � (iit���5 � 3�JS�{1 License# �4�� .L5. 7 l .
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,Storrn\water Plans w/Silt Fence Installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects .
COMMERCIAL. 'Attach(3)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 all new projects:All commercial requirements must meet compliance`
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
DirecI nr s;
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over$5000)
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 (Front of Application Only)
Reroofs Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
' d' �(S t?lit;:. ` wl`<i•'`�.vA.
t
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 maybe 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 $2,600.00 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 W" 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 good faith to inform Jhe 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, th ejob is considered abandoned.
WARNIN_G_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)
O r E .QR AGENTtrmed)beror
O�'s F GO' r' CTOR` W-
Su `"cri ed aiid sw n to o a this S scri and swot to r k • betre me is
�9 !c by (1 ( . 0. Q l,U(Y)( - l of I by C 0. y .
W o is re personally k' wn to me o has/have produced Who is/are personally kn n to me or haslhave produced
as ide tification. as identification.
1 - Notary Public No Public
o ission No.
Commission No.
Name of Notary typed,printed or stamped Name of Nota typed,printed or stamped
�o4tgv:Lk�, LI3AV.CRUZ Om;P ueelo LISAY.CRUZ
Commission#GG 297813 Commission#GG 297813
.r, o�. Expires February 3,2023 N, oe Expires February 3,2b23
�rFOFF��Q\ 9aiQedTANBIIdpetNdvrySw�M 9TFOFF�OQ\ Bonded ThN Budget Notary Services
9
INSTR#2049QQ,r5485 OR BK 9875 PG 755 Page 1 Of 1
03/19/2019 02:35 PM Rcpt:2037943 Rec: 10.00 DS:0.00 iT:0.00
PauCa S. ONei�PfLD., Pasco County CCerfx&ComptroCCer
ParmitDt❑. PardellD.No �✓ ' � ' Lob - obo _ 61 3`•'
06
�i j 1�r Elio T tC�Oi�CE.tfll3ptiEPlt;�'0g1;t�F'C
Melee 1 6 V F 1& CoantycF "�"'
THE UNDERSEGNEp hereby gives nol1w that Jmpmvameot Wig he made by cedein Peat property,and in accordance VA-rh G&eA V713,Pl❑8da Statutes,
tha#oliowfng format❑n fsprovtdad Jn this N❑ifce of Cornmanoement: ,j _ s- , r ^ 61 o o r n0 Q�
t. E7escriptton of Pcaperty,parcel ldenU foOdn No. � `� t V
Street Addrees: 3`153 a . 'tau re t A am f►t-C L D f . 2r���s G►�tc s F t
2. General Description a improvement
4Yw�r fe�1 au WV1 a�S
3. (ne�tlnfp���ion❑rL,aA�s`e[nfpl toniHheEeseesconVacEsdioriheimprovement:
� U UtA vlr(��t! ammo Dr.
Address City StatO
Intarest in Propcoy: LJ �
Name of Fee Simple Titleholder:
• (IfdarerpinE,ftomO�Ydnerl[siedabotte} •
Contractorr+t ijte. City Sfate
Nam 3 S k S
Address �+ y Q 'i �n. i/ city I —L Stata
Contrdrtofs ieleph nlJe�No.:
Name
Address - city State
Am❑unt'of 8ortd:� T❑hphans No,: '
e. Lender +
Name
Address My State
t endedsT'elephone No,:
T. persons Vain the Sta'-te of Florida dee'tgaate by the owner upon Minn notl❑es or ether documents mat be served as provided by
Section 7ts,19(1i(e]t7A Florida Statuzes: N ,
-Name
Address city. sale
Telephone Number of Das.igfiated Person, f�
8. to addiitan to ttimsef;,tha❑+Ntier designates '•�,1_ of_.,_�
• Eor=aeivaarnpyoftheLtesto�sp(ottceasproridedinSectionli3,13(t}{b},F{otida5taluEas.
Teiaphone Number of Person or Er,6 y designated by Owner.,
e, M;p ratfon data of Notice of Oommsf caMent(the expiration date may not be before the compi , n of cones rurlfen5ndd f al payment to the
cont_rador,BUEvAl be one year from the date of racording unless a Mmrcni date is speolBed}: ((�
WARNING To OINNEP.: ANY PAYMENTS MADE BY THE OWNER
gF ppTE THE EXPiRATOM OHM Wi ICE OF GOUvNiM.EUNLTT
A M R. S 7M.13, FEOtDA SiATUTE5, AND CAN�P 7S.PARTS OARI-Y. ACLT IN YOUR
D G TWICE FOR E TO NSC -NOTICE M
USj BE
W1DDANPEN3pt R IPESIION. IFOURIDURNO7 HE Y0FANWIMAENcECSMCO
HO O U C AMEN
dN
RLENDERORANATTORNEYSEFOPECOMMENCINGWORKnPRECORDINC
Underpenatixy of perjury,I declare that I have read the foregoing notice at comntenooment and to;4fte•fas stq d therefn are true to the best
afTny knowledge and belief
S MOrFL:ORtDA — -'.` y -- - ---" ---
COUNTY OF PASCO v ' '
•Slgnaiura of OwneP❑r lessee,or er's orlaes�ss horized
OitTca DireewdParfneriManage
Sign ❑ry's JsitzlOit{ccce
The oregoing ins ament was acknai+iedged before ma thlal t day❑f _� _,W
e (type❑,authority,e.g.,omcer,ttusia%attorney(n moll Tor
(n of artye bah e»t❑rllnsistlrnsnt aexecater)).
Personally Known p OR produced dentfn"cjja{{tt`iona Notary Signature.
TyNeofiderdi icattonProduced �- 1/� Name(Prrnt}--' Ol V600A
'`y:;t':i::e::°3v+:"�•����� ems..
AMUM HAMO()a At"f
,�w•31 t( t�` tlotary PuMe Stag;of Flof1da 1
"TY1J: i f CumAitsslotlr i r a
ti o•: 1 1 i
%,„fir{°t``` r•.Y Caron.F)rJ 3f2J Jlires Aug 29,201r3.
„may J � Bonded throur�h Natlorrai p4atnr Assrt,'
Page No. of Pages
' "' 5'� Gu• foreredlt carrd proc% essing 36413 SR 54-Zephyrhills,FL 33541
Office:813-782-0825-Fax:813-788-6773 Q Q Proposal #
iNc. License#.CGC 1517771
SUBMITTED TO PHONE DATE
3-7530 Bob Noftle 813-779-8486. 2/14/19
STREET JOB NAME
-Laurel Hammock Dr
CITY,STATE and ZIP CODE JOB LOCATION
Zephyrhills. Fl. 33541
SALESMAN DATE OF PLANS JOB PHONE
Ed
We hereby submit specifications and estimates for:
Remove and install 6 new single hung windows into 5 openings
....................._........._..._...._._...................................................................__._........._....................._.__._........___..._................__..._..........................._......_..._............._.................._..................._......_.._....__............._......._..........---....................._.._......_-
White vinyl
Loe glass
Argon filled
Grills in front three windows (two openings)
..._._...... ._.._...__... ...............__...__..._...........................___...._..............._...._._._......._............,...............__....._...........................................................................__._......._........................................................
__.._.
Permit and scheduling of inspections
. .................................................... ................. .................................................................._....._...._.._............_............._...._......_..........................................._........................................................................_.................
Permit and scheduling of inspections
3111! Vr0VOU hereby to furnish material and labor—complete in accordance with above specifications,for the sum of:
dollars($ 4,960.00
Payment to be made as follows:
1,700 deposit and the balance due upon completion
All unpaid balances subject to 1.5%monthly interest fee.
All material Is guaranteed to be as specified.All work to be completed in a workmanlike Authorized
manner according to standard practices.Any alteration or deviation from above specifications Authorized
nature
Involving extra costs will be executed only upon written orders,and will become an extra 9
charge over and above the estimate.All agreements contingent upon strikes,accidents
or delays beyond our control,-owner to carry fire,lomado and other necessary Insurance. Note:This proposal may be
Our workers are fully covered by Workman's Compensation Insurance. withdrawn by us it not accepted within days.
rCl!
ce of j,pri al—The above prices,specifications RCI 2114/19
re satisfactory and are hereby accepted. You are authorized Signature Date
s specified. Payment will be made as outlined above.
2/_1_4/1.9_----_-_--_---- -.___-- - _ owner's t 2/14/19
e: - Signature - Date-- - -
Quotation
19 BUILDING PRODUCTS Quote#: 1776206/1
PO BOX 9489, RICHMOND,VA 23228
Ph:804 266-8893 Fax:813 248-6875
-
�.1
Job Name:RYMAN/NOFTLE
Version I
Item No.1 Qty:2 Price$194.27 Total$388.54
•J
Model:610-SH Color: WHITE
Desc:610 Aria Series Single Hung DP:+50/-50,[FLANGE],[AUTO-LOCK],WHITE t i it"A
FRAME,18 xi Screen Dimensions u ,
LOW E 366,Insulated,FLANGE
ROLL FORMED Half Screen. TIP:36 1/2 x 62 3/4
ACTUAL:35114 x 61 112
SCREEN SCREEN:18 X 16
AAMA Std.Gold Labeling
FPA#17234.1,WHITE'
DOES NOT MEET EGRESS,
(: 1 I L[`•e'� •e 5' !f-!' 1< 'i tIl 1 •ft'I ?7 �+`--�'rL:t-.t'' yy`2�1` Y f �.;ys.. 1. P'.''.';_ - ::t_•" - =:�c'e_' -
Item No.2 Qty: 1 Price$478.00 Total$478.00
t
Model:610 SH-SH Color: WHITE
Desc:610 Single Hung Twin DP:+50/-50,[FLANGE],[AUTO-LOCK],Standard"T" Dimensions 9 3
Clip,WHITE FRAME,3"FLAT MULL, 18 x16 Screen
LOW E 366,Insulated,FLANGE u
ROLL FORMED Half Screen TIP:73 ACTUAL:
x63
:72 x 61 3/4 - a.• �-
STANDARD GRIDS,SCREEN SCREEN:18 X 16
AAMA Std.Gold Labeling
[1-610-SH] rr" A�c�Jnl_ 1 � 72.aiG�lO
WHITE,FPA#17234.1 l�L
DOES NOT MEET EGRESS
[2-610-SH]
WHITE,
.d,
'4r,
Item No.3 City: 1 Price$247.61 Total$247.61
Model:610-SH Color: WHITE
Desc:610 Aria Series Single Hung DP:+50/-50,[FLANGE],[AUTO-LOCK],WHITE Dimensions
FRAME,18 x16 Screen d �'
LOW E 366,Insulated,FLANGE
ROLL FORMED Half Screen TIP:52 W x 63
ACTUAL:51 114 x 61 314 E !- IB A
STANDARD GRIDS,SCREEN SCREEN:18 X 16
AAMA Std.Gold Labeling
FPA#17234.1,WHITE
Clr.Opng.MEETS EGRESS, � Tij j 52.w•c3
-
i
y -
3/7/19 10:49:50AM Page 1 of 2
Quotation
Aj}
BUILDING PROD UCT$ Quote#: 1776206/1
PO BOX 9489, RICHMOND,VA 23228
Ph:804 266-8893 Fax:813 248-6875
LANSING BLDG PROD TAMPA
-
�
Job Name:RYMAN/NOFTLE
Version 1
Item No.4 Qty:1 Price$234.44 Total$234.44
n
J
Model:610-SH Color: WHITE
Desc:610 Aria Series Single Hung DP:+50/-50,[FLANGE],[AUTO-LOCK],WHITE ; t13 ati
Dimensions
FRAME,18 xi Screen
LOW E 366,Insulated,FLANGE
ROLL FORMED Half Screen TIP:521/2 x 63
SCREEN ACTUAL:51 114 x 61 3/4 - LB-A
SCREEN:18 X 16
AAMA Std.Gold Labeling
FPA#17234.1,WHITE rig
Clr.Opng.MEETS EGRESS, 11' 4+'=52:Se0ci
}
y
`A
1r.L, •aF �
Subtotal: 1,348.59
Surcharge: 16.95
Tax: 94.40
Total: 1,459.94 ..
317/19 10:49:52AM Page 2 of 2
fv � �� �
Window Measurements
unit width hieght style frame color Glass manufacturer Grids
ti 7Z
3
3
7
s
10
• '11
12
' 5 ?.
16
18:
19
Q 4�
f
Plan Review
Windows & Doors
1) Need-manufacturing installation specifications:
2) Must meet sections 11 08 and R612 of the 201.7 F.B.(.
3) If windows are to be installed inside the historical district,they will need to be approved
by the historical committee.
4) No other work shall be permitted (framing, plumbing, and mechanical) unless otherwise
specified,
5) Thin is for replacement (glass for glass) only. If you wish to change from screen or vinyl
windows to glass,then additional information is required.
6) All windows.to wall connections shall be left visible for inspection.
7) All labeling and stickers shall remain on windows until final.inspection.
8) No work shall start without permit first.
3/19/2019 Florida Building Code Online
i
o s eJAM i
° - o e
,_..
BCIS Home I Login I User Registration I Hot Topics I Submit Surcharge: I Stats&Facts ( Publications I Contact Us I' BCIS Site Map'I Links I Search .I
Florida `.
i ° Product Approval
a USER:Public User
I
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL17234-R5
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments '
Archived j
a•
Product Manufacturer Custom Window Systems Inc,'
Address/Phone/Email 1900 SW 44th.Avenue ALL WORK SHALL Ocala,FL-6922 i��+ O+MPLY WI;'t�d F�E�/AILING
(352)368-6922 Ext 2 ®®Go7 FL*CRI®A E3UIL�IN��8®�'
jlathrop@cws.cc NATION�+M ELECT- CODE
NG
AND THE CITY OF ZEPHYR&�
Authorized Signature 'Kevin Pine OR®INANCEs ILLS
kpine@cws.cc '
Technical Representative Jay Lathrop i 11'F �1,;'Lys_�j'S
MAR.:
Address/Phone/Email 1900 SW 44th Ave f'' 0� "� '".o
Ocala,FL 34474 +�
(352)368-6922 Ext (I Np�j;N ,b, i�I~I Y�`HILLS
� 1`as,)
jlathrop@cws.cc, 1,t•„�(°�:rq
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 19001SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext_291
jlathrop@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M. Urich,PE
.Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440 2008
ASTM E1300 2004
Equivalence of Product Standards
Certified By
I
Product Approval Method Method 1 Option-A
https://www.loridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvOQbGQvtVmPaTXyb'Im%2f4715b55YPipjNW6581W`/`2fdByYQ%3d%3'd-" —172 ---
3/19/2019 Florida Building Code Online
Date Submitted 08/22/2018
' Date Validated 08/27/2018
Date Pending FBC Approval
Date Approved 09/06/2018
Summary of Products
FL# Model,Number or Name Description
17234.1 SH-610 Vinyl Single Hung SH-610 Vinyl Single Hung, Non-Impact, 53 1/8"x 76"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17234 R5 C CAC CAR 138-1305.pdf
Approved for use outside HVHZ:Yes FL17234 R5 C CAC CAR 138-1306.pdf
Impact Resistant: No FL17234 R5 C CAC CAR 138-1379.pdf
Design Pressure: +50/-50 Quality Assurance Contract Expiration Date
Other:SH-610 Equal Split or Oriel, Max.size 53 1/8"x 76", 11/30/2019
Fin,Flange, DP+50/-50 PSF. Glass complies with ASTM E1300- Installation Instructions
04. FL17234 R5 II CWS-935C(SH-610,NI)_pdf
Verified By: Lucas A.Turner PE-58201
Created by Independent Third Party: Yes
Evaluation Reports
FL17234 R5 AE EvalRep CWS-935C(SH-610,NI).pdf
Created by Independent Third Party:Yes
Bac(c Next
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 -
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Etatement::Accessibility Statement::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 mail.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 emails
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 here.
Product Approval Accepts:
Credit Card
Safe
hUps://www.floridabuilding-.org/pr/pr_app=dti.aspx?param=wGEVXQwtDgvOQpGQvtVmPaTXybim%2f4715b55YPipyNwc581w%2fgByYQ%3d%3d — - 2/2
GENERAL NOTES: )
SINGLE HUNG - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND
(SHOWN W/DIFFERENT OPTIONS) MANUFACTURED TO COMPLY WITH THE FLORIDA WINDOW SYSTEMS
BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
2.GLAZING OPTIONS:(SEE SHEET3) WWW.CWS.CC
54 3/8" 54 318• 3.CONFIGURATIONS:'O/X".
FLANGE WIDTH FLANGE WIDTH 610 PVC
531/B" 531/8' 4.DESIGN PRESSURE RATING(SEE SHEET 2):
MAX UNIT WIDTH MAX UNIT WIDTH -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE SINGLE HUNG
.. AND GLASS TABLES ASTM E-1300-04. NON-IMPACT
491/16" 491/16" -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,
GLASS DLO GLASS DLO WATER INFILTRATION TEST PRESSURE AND GLASS
TABLES ASTM E-1300-04.
A onr� ui
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT a a m
BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE o o ❑
/ I / SHEET 7 FOR ANCHOR DETAILS.WINDLOAD DURATION
FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR � j
771/4" 771/4" CALCULATIONS. w w w m
FLANGE FLANGE
HEIGHT HEIGHT 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT U z
PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE O
B O I B ® 423/16• DEBRIS REGION. m a Ln
76'• I GLASS DLO m $ Z >
. MAX 34 5/16• p w
HUqIT EIGHT G` GLASS DL O
7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT - cc
76" SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. w a F-
/ cc
MAX o r0 0
HUNIT
EIGHT 8.SERIES/MODEL DESIGNATION SH-610. ,"„
CL
9.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: a z o
X=OPERABLE SASH,O=FIXED SASH U m ¢ Z
D F / 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A �«uino�ir�f�
371/4' X SIMILAR LOCATION. ��� ORE
MAX I 7 301/8• 273f16" ,+Oc�F�.•:•••..
HEIGHT I I MAX X GLASS DLO 11.EXTERNAL WEEP SLOT-1/4 x 1-1/2"LOCATED 5"FROM ++`G4;'��0 E Sic'•Qif%'
GLASS SASH BOTH ENDS. , No 58201
4 D �/Jjjjj
HEIGHT
Lucas A.Turner2016-02-23
I �9� STATE OF ••1u�
7 I GLA ss DLO 09:29-05:00 .�N`s• o R ti: +�+
C S7�NA1-E��`%
�,,�JI 49 15/16• ��Ulm
ar
A r MAX SASH WIDTH
Z�
GLASS DLO ORIEL 2/23/2016
as 15/1s
MAX SASH WIDTH LUCAS A.TURNER,P.E.
FL PE#58201
EQUAL SPLIT 1239 JABARA AVE.
NORTH PORT,FL34288
PH.941-380-1574
SHEET DESCRIPTION:
MAX. UNIT EXTERNAL GENERAL NOTES AND
TABLE OF CONTENTS CONFIG. SIZE REINFORCEMENT DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS
GENERAL NOTES&ELEVATIONS.....1 DRA N BY: DATE:
i DP CHARTS..:.......................................2 EQUAL 37„x 76„ NONE ADE 08/09/14
1 'GLAZING DETAILS...............................3 SEE COMPARATIVE SECTION VIEWS..................................4 EQUAL NONE DwGa: R .:
AN RUSIONHEDUO.M..NOTES..........6 5 HI ORIEL 53-1/8 x 76 2011 ANALYSIS CHART, SHEET 2 CWS-935 c
CHORINSTALLATION DETAIL................ 7 SCALY-
...... SHEET
ONLY REQUIRED WITH H-6137 FIXED MEETING RAIL&SCREW-ON INTERLOCK,S-2001-SEE SHEET 4 FOR DETAILS. 1:20 1 OF 7
i
Design Pressures(PSF)for Equal Split Configuration with Glass Types A,B,C,or D
Unit
Unit Widths(in.
_T
Heights(in.) 23 1/2 27 1/2 29 1/2 1 31 112 35 1/2 1 39 1/2 1 41 1/2 43 1/2 47 1/-2 si 1/2 53 1/8
YYINDOW SYSTEMS
35 1/2 +50.0/-75.0 +50.0/-75.0 +50.1)/-75.0 +50.0
/-75,C) +50.0/-75.0- +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 1900 SW 44TH AVE.
1 39 1/2 4750.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 OCALA,FLORIDA 34474
41 1/2 +50.0/-75.0 +50.0/-75.0 +50XI-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75X +50.0/-75.0 +50.0/-73.1 WWW.CWS.CC
43 1/2 +50.0/-75.0 +50,005.0 +50-01-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-73.4 +50.0/-70.6
47 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 -+50.0/-75.0 +50.0/-68.9 +50.0/-66.2 610 PVC
51 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0_ +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-72.7 +50.0/-65.2 +50.0/-62.6 SINGLE HUNG
53 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50,0/-71.0 +50.0/-63.6 +50.0/-61.0
55 1/2 - NON-IMPACT
750.0/-75.0 +50,0/-75.0 +50.0/-75.0
+50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-69.5 +50.0/62.1 +50.0/-59.5
59 1/2 +50.0/-75.0 +50.0/-75.0 +%0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +500/- 6
6 .S +50.0/-59.5 +50,0/-57.0 (o to M
63 1/2 +50.0/-75.0 +50.0/-72.9 +50.0/-72.0 +50.0/-71.6 +50.0/-71.6 +50.0/-71.6 +50.0/_71.6 +50.0/-71.6 +50,0/-64.6 +50.0/-57.3 +50.0/-54.8
65 1/2 4750.0/-73.2 +50,0/-69.1 +50.0/-68.0 +50.0/-67.4 +50.0/-67.3 +50.0/-67.3 +50.0/-67.3 +50.0/-67.3 +50.0/-63.6 +50.0/-56.4 +50.0/-53.9
67 1j2 +50.0/-
69.8 +50.0/-65.6 +50.0/-64.4� +50.0/-633 1 +50. 63.4 +50.0/-63.4 +50.0/-63.4 +50V-63.4 +50.0/-62.7 +50.0/-55.5 +50.0/-510
71 1/2 +50.0/-64.0 +50.0/-59.7 +50.0/-58.3 +50.0/-57.3 1 +50.0-56.5 +50.0/-56.5 +50.0/-56.5 1 +50.0/-56.5 +50.0/-56.5 +50.0/-53.9 +50.0/-51.5
74 3/4 +50.0/-59.9 +50.0/-55.6 +50.0/-54.1 + +50.0/-51.8 +50.0/-51.7 +S0.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-S1.7 +50,0/-50.4 LU W Lu c/)
76 +50.0/-58.5 +SO.O/-54.1 +50.0/-516 z 0
�0/-51-�5 +50-0/-50-2 +50N-50-0 1 +50-0/-50.0 +50.0/-50.0 +50.0/-50.0 +50,0/-50.0 +50.0/-50.0 1 m
I
>
W
vd Lu
W
Design Pressures(PSF)for Oriel Configuration with Glass Types A,B,C,or Din the Sash,and Glass Types Cor Din the Fixed 0 az cWl
Unit a
Unit widths(in.) W
3:
Cc, LU CL W
Heights{in.) 23 1/2 - 27 1/2 29 1/2 31 1/2 35 39 1/2 1 41 1/2 43 1/2 47 1/2 1 _jl 1/2 53 1/8 <
35 1/2 +50.0/-75.0 +50,0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 0'co ¢ C5
39 1/2 50.0-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-7S.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +5M/-75.0 +50.0/-74.1 z
41 1/2 +50,0/-75.0 +50.0/-75.0 +MD/-75.0 +50.0/_75.0 +50.0/-7S.0 +50.0/-75.0 +50.0/-75.0 +513.0/-75.0 +50.0/-75.0 +50.0/-74.2 +50.0/-71.3 00 IAIDRE6y "It
43 1/2 _+50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-71.6 +S0.0/-68.9
47 1/2 +50.0/-75.0 +50,0/-75.0 +50.0/_75.0 +50.0/-75.0 +50.0/_7 0 +50 zS -,\-�G1 IV -g-,
5. .0/_ 5.0 +.90.0/-75.0 +50.0/-75.0 +50.0/-74.8 +50.0/-67.2 +50.0/-64.6 '%-'j.. .k'�,
51 1/2 Z No 58201 '011�
�50.0/-69.0 +50.0/-68.4 +50Z/-68.4 +50.0/-68.4 +50.0/-68.1 +50.0/-67.4 +50.0/-67.4 +50.0/-67.4 +50.0/-67.4 +50.0/-63.6 +50.0/-61.1
53 1/2 +50.0/-64.4 +50,0/-63.4 +50.0/-63.4 +50.0/-63.4 +50.0/-62.4 +50.0/-61.2 +50.0/-61.1 +50.0/-61.1 +50,0/-61.1 +50.0/-61.1 +50.0/-59.5
_F 0 5
55 1/2 _�SC.0/60.3 _+50.0 58.9 +50.0/-58.9 +50-0/-S&9 +50.0/-57. +50.0/-56.1 +50.0/-55.7 STATE OF 40
+50W-55-6 +50.0/-55�6 +5 .01- 5.6 +50.0/-55.6 0
59 1/2 +50.0/-53.6 +50,0/-51.6 +50.0/-51.3 +50.0/-51.3 +50.0/-51.3 +50.0/-51.0 1 ,;n o/-sc)n
+50.0/-50.5 +50.0/-50 1 + +50.0/-50.0 +50.0/-50.0 N,
63 1/2 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/_50.0 +50.0/-50.0 +50.0/-50.0 +50,0/-50.0 +50. 0.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0
65 1/2 - +50.0/-52.5 +50.0/-50.4 +50.0/-50.0,+S0.0/_50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-Sm +50.0/-50.0 +50.0/-50.0 +50.0/-50.0
67 1/2 +50.0/-52.5 +S0.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50. -50.0 +50.0/-50.0
+50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0
71 1/2 - +50.0/-523 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 2/23/2016
74 3/4 _ +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +%0/-50.0 +50.0%50.0 +50.0/-50.() +50.0/-50.0 +50.0/-50.0 +50R_50.0 +50.0/-50.0 +50.0/-50.0 LUCAS A.TURNER,P E.
76 -52.5 +50.0/-50.4 +50,0/-50.0 +50.0/-
+50.0/ +50.0/-50.0 50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 FL PE#68201
1239 JABARA AVE.
NORTH PORT,FL34288
PH.941-380-1574
SHEET-DESCRIPTION.-
DESIGN PRESSURE
CHARTS
DRAWN BY: DATE:
ADE 08/09/14
NOTE: TWO-0. WE V._-
CWS-935 C
IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. sGA�E' SHEET
VIANDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.CwS.CC
610 PVC
SINGLE HUNG
NON-IMPACT
^ iz w
oaan
WSW
W '.1 W
718"OVERALL 7/8"OVERALL —7/8"OVERALL —7/8'OVERALL s z
U)
F--llr ANNEALED —1/8'TEMPERED F-31161 ANNEALED F-3116TEMPERED LL 0
vi :E Lo
1/2*AIRSPACE 1/2"AIRSPACE >
5/8"AIRSPACE —5/1"AIRSPACE 7 w
cc
_lla'ANNEALED —1/8'TEMPERED —3116'ANNEALED —3(16*TEMPERED
Ft D_
0
46 S KAFLEX 552 OR SIKAFLEX 552 OR SIKAFLEX 552 OR SIKAFLEX 552 OR
PINFECT GLAZE"H" 46 n46 PURFECT GLAZE*H" 46
PURFECT GLAZE PURFECT GLAZE"Fr
ED E UJ
5/8'GLASS BITE 5/8"GLASS BITE 516'GLASS BITE 5/15'GLASS BITE
g8IUKAF
LE
ryr
P RFEC
'/B,GLASS
lle
STATE OF
0
%
It altil'O
GLASS TYPE A GLASS TYPE 8 GLASS TYPE C GLASS TYPE D
2/2312016
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN BY: DATE:
ADE 08/09/14
DWG#. REV.:
CWS-935 c
SCALE: SHEET
30F7
i ;
INTERIOR
2
14
b $ 4 1 9 3 13
2 SYSTEMS
19005W
0 S 44TH AVE
W. .
t �' WWGFWS.CC A3447d
6 e D
❑ 000� 34 SINGLE10 PVC
9
RCN►M ACT
6
49 qg �oo m us h
SECTION B-B 33 3 to n
6 3 _
NOTE:LEFT'ySHOXED c o RIGHT SIp pyV SASH SECT SECTION
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6 ��� 3 4 �❑ t:'1 46 n r°ryfQ�P rfi
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J 2 POCKET UNI-FRAME �23J2076
LUCAS A.TURN
SECTION A-A ° FL PE#582pRj P.E.
n 1239JABARA
NOTES: NORTH PORT, AVE
ALTERNAT HD SECTION C-C FL 34288
FIN FRAME AVAILABLE F sNeer scR 41- 80 1574
NOTE:I7EMS NOT SHOWN F MEETING RAIL $oDBSATANDARD FRAME JOyRpBOTH
AND UNI-MEETE
OR GLAR11y.38 41 ES
(H-6193 REQUIRED FERSD DEEP POCKET UN UNI-FF ME SECTION VIEWS
SHOWN IN SECTION$g LARGER SASHES.R(NOT
'EXTERNAL �RAwNrs:
UNIT REINFORCEMENT ADE �A0
FIXED ME
OVER 37'WITHTEH�HIRBE3 ON owe#, 08l09/T4
SIXED MEETING RAIL AND SG v.:
CREW-ON INTERLOCK CWS-935
s C
1;2 SHEE7
40F7
i
ITEM PART DESCRIPTION MATERIAL VENDOR 31/2" .j FRAME CORNER CONSTRUCTION �i�i
1 H-6125 HEAD,OUTERFRAME PVC ATN ❑/16" /L �yel
2 H-6125 JAMBS,OUTERFRAME PVC ATN g/y6• 13ly6' 1 (fiYS
3 H-6126 SILL,OUTERFRAME PVC ATN ❑ 1 2 3 1 WjoIDOW SYSTEMS(S
4 H-6132 SASH SIDE RAIL PVC ATN 21/16" ❑I I� 23/8" f}_ 1 OCA1 goo A, LOR44TIAVE.
5 H-6136 SASH BOTTOM RAIL PVC ATN I�-J WWW. WS.CCA34474
1/16' 1l1s• l/is" WWW.CWS.CC
1$
6 H-6137 FIXED MEETING RAIL PVC ATN 3 9116' 371$'
7 H-6138 SASH TOP RAIL PVC ATN REINF.006 SSR HD
B S•2006 CORNER WELD(ALL SIDES) 610 Pfv``
8 5-6141 GLAZING BEAD PVC ATN� u U 1;8
9 5-6143 SASH STOP PVC ATN SINGLE HUNG
10 5-5085 SCREEN ADAPTOR PVC ATN g NON-IMPACT
11 P-5085 WSTP,QLON BULB VINYL AMESBURY 13/16' !Y CV! r'9 6
12 P-5086 WSTP,QLON BULB VINYL' AMESBURY PVC FRAME HEAD&JAMB
PVC FRAME SILL4 u� m us
13 BALANCERS-CONSTANT FORCE RT 562 CALDWELL H-6125 D50' r
7 P-5392 SASH TILT LATCH NYLON CALDWELL N-6126 o n h tii
15 P-5393 PIVOT CARRIER NYLON CALDWELL INTERLOCK
p a p Q
16 P-5396 PIVOT BAR SS CALDWELL 5116' 13/8" 3/4• - NA
SC X
17 P-3515#8 x 5 8 PHtL FLAT WHITE 5M5 STEEL FASTENAL 5t16"
18 P-4146#SX3/4PHILFLATtek STEEL FASTENAL $ FIXED MEETING RAIL W L ul >
19 P-3028 SETTING BLOCK RUBBER FRANK LOWE 15116' .050" 5/}� 1/i6�D SCREWOUT OUTERFRAME WITH w W U m z
20 S-2001 INTERLOCK RAIL ALUM ASCEND ,074 1'8 J O
21 5-2006 REINF,SASH SIDE RAIL,HD ALUM ASCEND PVC GLAZING BEAD U)
22 S-2007 REINF,BOTTOM RAIL ALUM ASCENp S•6141 PVC SASH STOP PVC SCREEN ADAPTOR �e N >
S-6138 S-6143 cc o
23 5-2008 REINF,FMR ALUM ASCEND Lu a F
24 S-2009 REINF,TOP RAIL ALUM ASCEND 47 C] n'
1 7/16" 2 1/8"______..{{ 1 7/16' S i tl16' O F cc:
25 5-2011 REINF,EXTERNAL ALUM ASCEND I Q 2 U
Lu
26 P-538$ LOCKS NYLON LAWRENCE 4 I 6 7 0 w p
27 P-5389 KEEPERS NYLON LAWRENCE 5 ¢ z � Ca
2$ P-4779 WEEP COVER NYLON M&M 1 71I1$" 1 7/16' 1 718" 1/16" 1 7116' 1/16"
29 P-5397 FMR ENDCAP NYLON M&M I 1/16" 1/16• I -1 V m ''Z
LLL_ .II_ I yHRtr
r3S
P-5400 COVER,FMR REINF. PVC TEAM PLASTICS tali OCR rrry
P-3305 WSTP-270 X 187,SOFTTOUCH FIN SILICONE U RA ALB PVC hS D32 AIL PVC SASH
H 6136M RAIL PVC H 6S FMR PVC SASH 137 H6138P RAIL `�w*+GQr?, .........
, I
P-5425 WSTP,.200 X 5/8"X 5/8"DUST PLUG ULTRAFAB .;fir 1' No 58201
P-5390 HOLE PLUG NYLON `
{.1 3116' 15116
9/16' 1 3/16'••L �
GLASS SEE SHEET2 g/16•�, I 9/16' r I C•11; �¢=
P-463$#8 X 2-1/2 PHILTRUS5 tek STEEL FASTENAL I�..IL. 3 4 5 STATE OF 140
37 1 P-3218 ISCREEN FRAME ALUM FLA SCREEN =� 7t$' 1!8" isy �e"fit OP."��,fU;
r43
P-4754 SCREEN CORNER KEY NYLON ftA SCREEN 1116" y/18• i116• firfiS'&•......t. Ca ,�a�
P-3228 SCREEN SPLINE DAPA REINF.BTM RAIL REINF.FMR REINF.TOP RAIL REINF.EXTERNAL rrrrgONA`L.,%%%
P-3029 SCREEN LIFTS SUMMIT S-2007 S-2006 5-2009 5-2411 y
P-3033 SCREEN SPRINGS FLA SCREEN
BALANCERS-CONSTANT FORCERTS80 37/16"
H-6157 HD FIXED MEETING RAIL PVC VISION 1 11/1$" 2/23/2016
H-6193 UNI-FRAME,880 BALANCERS PVC VISION 1 13116' 1 5r16' LUCAS A.TURNER,P.E.
45 H-2115 REI NF,HO FMR ALUM KEYMARK q4 FL PE 11158201 RAAVE.1239 JABARA A
L48
S-6216 UNI-FRAME SILL POCKET INSERT PVC VISION 21/16, 2118" 43 NORTH PORT,FL34288
5-6217 UNI-fRAMESCREEN RETAINER PVC VISION i f iti6" 11/8" 0 y PH.941-380-1574
P-3783 LOCKS,IMPACT STEEL INTERLOCK 3916, p� 0 _ SHEET DESCRIPTION:
P-3784 KEEPERS,IMPACT STEEL INTERLOCK I„f y/18'
e PVC SILL POCKET INSERT LREINF.HD FMR
o S-6216 PVC HD FMR H_P1i8 BOM AND EXTRUSIONS
H-6157 6005A-T5
�y• DRAWN BY: DATE:
5j/B' a7 ADE 08/09/14
PVC FRAME DWG#: REV.:
H-6193 7/16" CWS-935 C
SHEET
NOTE:ALL EXTRUSIONS ARE ALUM.6063-T6 UNLESS OTHERWISE NOTED. PVC SCREEN RETAINER 1.2 5 OE 7
S-6217
k
I .
MIDPOINT Q WIDTHS OVER 37' WINDOWSYSTEMS
6-6-MAX.(TYP.) 1900 SW 44TH AVE.
4"MAX.(TYP.)--..{{II I�--}� 8"MAX.O.C.(TYP.) OCALA,FLORIDA 34474
6'MAX.(TYP.) SEE NOTE 2 4-MAX.(TYP.) I I SEE NOTE 2 W W W.CWS.CC
/ 610 PVC
B SINGLE HUNG
MAX.O.C. NON-IMPACT
O (TYP.) O
14 1/2' �2 �2
MAX.O.C. o n n 6i
(TYP.) •—CD
f-
a o
1 / /
/ INSTALLATION /
WwWm
3 (TYP.) ANCHORS(TYP.) f4
' o Z
m
3'(TYP
N) O
INSTALLATION(TYP.) ccTYP. w < w O cc
ANCHORS cc
0 (D O ir
o Wui
-
U
W
Q Z C)
U m Q Z
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN)
IND SILL ANCHORS REQUIRED] I OREW
Pt1 pG�ifi
i No 58201
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1W. USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. LOAD BEARING SHIMS SHALL BEtom
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 7. 2/23/2016
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 WOOD MUST LUCAS A.TURNER,P.E.
FL PE#56201
BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 7. PH.941-380-1574
j 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS ARE SHEETDESCRIPTION:
OPTIONAL ANCHOR SCHEDULE AND
NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: 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 STRUCTURE. ADE 08/09/14
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWQ It: RE .:
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-935 C
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) SQAL' SHEET
1:20 6 OF 7
MIN.EMBEDMENT SUBSTRATE
TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OTHERS
MIN.EDGE DIST. 1/4'MAX.SHIM SEE TABLE 1 MIN.EDGE DIST, WINDOW SYSTEMS
SEE TABLE 1 SUBSTRATE
SEE TABLE 1 �BY OTHERS 1900 SW 44TH AVE.
SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS 1/4*MAX.SHIM WWW.cWS.Cc
SEE TABLE 1 MIN.EDGE DIST.
SEE TABLE 1
EMBEDMENT
PERIMETER SEALANT E.1 INSTALLATION ANCHOR
BY INSTALLER SEE TABLE 1 610 PVC
INSIDE AND OUT a SINGLE HUNG
SEALANT BEHIND MIN.EMBEDMENT
FLANGE BY INSTALLER L 1/4" HIM Fj SEE TABLE 1 NON-IMPACT
IN'EDGE
SEE TA"
_J
M
MIN.EMBI
,T BL
SEE
MAX.M X.
'jWlM/E4 A
Lo to
PERIMETER SEALANT W
PERIMETER SEALANT BY INSTALLER a a 5;
BY INSTALLER INSIDE AND OUT
INSIDE AND OUT INSTALLATION ANCHOR
SEALANT BEHIND SEE TABLE i
Lu W ...
INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND
SEE TABLE I FIN BY INSTALLER 0 z
rB"\ HORIZONTAL SECTION (—C"\ HORIZONTAL SECTION 2
TYPICAL JAMB ANCHORAGE ��TYPICAL TYPICAL ANCHORAGE N w fi)
HEAD AND SILL SIMILAR FOR FIN INSTALLATION >
CONTINUOUS DSL 1/4*BEAD OF SEALANT III
AROUND PERIMETER @ ALL INDICATED j5 aLL
POINTS BETWEEN FRAME AND SUBSTRATE crtL
BY INSTALLER 0 cc
Lu
0 w a. Lu
< z => 0
B 1/4"MAX.SHIM
SEALANT EHIN 0 I'D rl Ol
FLANGE 13Y INSTALLER z
PERIMETER SEALANT
BYINSTALLER % v
INSIDE AND OUT
Z-- No 5820
SUBSTRATE BY OTHERS
SEE TABLE I / A"� VERTICAL SECTION
AT�TYPIGAL SILL�ANCHC�RAGE -,0 STATE OF
10.
NO SILL ANCHORS REQUIRED 4-cl
TABLE 1:APPROVED INSTALLATION FASTENERS
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE _RN.EMBEDMENT MIN.MIN.EDGE DIST. 2/23/2016
GE , 'TW
FLANGE CONCRETE(2.0 KSI MIN.) 31W rTW TAPCON LUCAS A.TURNER,P.E.
UT a W 6*
FLANGE . HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116'ITW TAPCON
1. 2' FL PE#58201
11 . LC UL
FLANGE SUBSTRATE
2.85 KSI MIN.) — PERIMETER SEALANT 1239 JABARA AVE.
GROUT
CMU S 3/16"ELCO ULTRACON BY INSTALLER
G_ UT r TM�W 16 LCO ULTR CON INSIDE AND OUT NORTH PORT,FL34288
RZ—G—E .illl_OUT-FILLED CMU(ASTM 0-90) 3X/16*ELCO ULTRACON
1-1/4" 2-112* HORIZONTAL SECTION
PH.941-380-1574
FLANGE 2X MIN.SOUTHERN PINE(G.0.55) 3m,rrw TAPCON
1-3/8" 7/8' 7 BOX FRAME INSTALLATION SHEET DESCRIPTIOW.—
OR ELCO ULTRACON SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G.0.55)
#10 WOOD SCREW —1318- —71Er INSTALLATION DETAILS
16
FLANGE GAUGE(0.060-)MIN.STEEL§: n STUD #10-16 Hl KWIK-FLEXOR-X—ORrrW --FUL—LTHREAD
(33 KSI YIELD MIN) 7/1 S" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
TEKS SELF-DRILLING SCREW THRU 0,060" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN 1: DATE:
FLANGE 1/8-ALUM.(6063-75 MIN.)OR —#10 GRADE 5 SELF-TAPPING/ FULL THREAD — ADE 08/09/14
1/8-STEEL(33 KSI MIN.) DRILLING SCREW THRUI 0,125' 7/16" MIN.114"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED Uw—am REva
FIN—2X MIN.SOUTHERN PINE-(G=0.55) '#10 WOOD SCREW INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
1_ INSIDE
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-935 c
NOTE.UNIF-FRAME OPTIONS NOT SHOWN. SHOWN FOR FLANGE WINDOWS. SCALE:
SHEET
1:2