My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
19-21808
Zephyrhills
>
Building Department
>
Permits
>
2019
>
19-21808
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/11/2020 8:52:15 AM
Creation date
5/11/2020 8:52:07 AM
Metadata
Fields
Template:
Building Department
Company Name
LINCOLN HEIGHTS
Building Department - Doc Type
Permit
Permit #
19-21808
Building Department - Name
BARNES,LACRUSHA & CORNELIUS
Address
39505 KENNEDY AVE
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
17
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
II <br /> MODEL DESIGNATION: Simonton Double Hung Series 43-17 Vinyl Window `Js>�sPNORE(y rT+++�r <br /> MAXIMUM OVERALL NOMINAL SIZE: See Size Chart . °' '.......... <br /> "'.G + <br /> Y �.;• cEr�sF•.:PZo� t2/ot/2o17 <br /> =�r No 58201 '•�� LUCAS A. TURNER, P.E. <br /> DESIGN PRESSURE RATING: See Size Chart FL PE # 58201 <br /> TURNER ENGINEERING & <br /> USABLE CONFIGURATIONS: X CONSULTING, INC.%3t; sTgTE OF ,rW: (COA ✓f 29779) <br /> X O•. A sky: 1239 JABARA AVE. <br /> ' i��'• C p R 1ID Q'•"��: NORTH PORT FL 3428E <br /> GENERAL DESCRIPTION: through whe head,lcll,and h the anchors ceware <br /> penelrales Is a minimum wall <br /> of 0.14255 +'++ss�p�A�troUs'� PH. 941-380-1574 <br /> 1 <br /> TABLE 1: INSTALLATION FASTENERS TABLE <br /> ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED MIN EDGE <br /> DIS`fANCE <br /> A CONCRETE 2 KSI MIN. 3/1 6" ITW TAPCON 1 1 8" - <br /> B HOLLOW OR GROUT-FILLED CM 3 1s" ITW TAPCON t" 2" <br /> ASTM C90 117 PCF MIN. / <br /> t C 2X MIN. SOUTHERN PINE WOOD 3/16" ITW TAPCON 1-3 8" 3 4" <br /> G=0.55 / / <br /> D 2X MIN SOUTHERN PINE WOOD #10 WOOD SCREW 1-3/B" 3/4" <br /> G=0.N <br /> 16 GAUGE 0.060 MIN. STEEL 10-16 ITW TEKS <br /> E STUD 33KSI YIELD MIN. SELF-DRILUNG SCREW FULL THREAD 1/2" <br /> 1 8 ALUM. 6063-TS MIN. OR 10 GRADE 5SELf-TAPPING <br /> F 1 8" STEEL 36 KSI MIN. DRILLING SCREW FULL THREAD 1/2" <br /> I <br /> NOTES: <br /> l.This Installation has been evaluated for use in locations adhering to the Florida Building Code outside the HVHZ,and where pressure requirements as determined by ASCE 7 Minimum Design Loads for <br /> Buildings and Other Structures do not exceed the design pressure ratings herein. <br /> 2.For anchorage requirements in various substrates see Table 1. A minimum distance of 3"shall be maintained between any two installation fasteners. <br /> 3.All interior and exterior perimeter surfaces of the window must be caulked. <br /> 4.Anchor type,size,spacing,embedment,and edge distance shall be as specified in these drawings. <br /> S.Anchor embedment to substrate shall be beyond wall dressing or stucco.For masonry openings with wood bucks less than 1-1/2"thick,embedment shall be beyond wood bucks,if used,and into <br /> masonry substrate.Wood bucks with masonry are optional. <br /> 6.Wood or masonry openings,bucks,and buck fasteners,by others,shall be properly designed and installed to transfer wind loads to the structure. <br /> 7.The responsibility for selection of Simonton products to meet any applicable local laws,building codes,ordinances,or other safety requirements rests solely with the architect,building owner,or <br /> contractor. <br /> 8.Shims are required where gaps of greater than 1/16"exist between opening and frame.Max.shim stack is 1/4°. Shims shall be load-bearing and capable of transferring loads to the substrate. <br /> 9.when used in areas requiring impact protection,this product REQUIRES the use of approved impact resistant shutters or other external protection:' <br /> 10.Sealing and flashing by others should be applied using the ASTM E 2112 methodology appropriate for the opening into which the product is being installed.Overall water penetration resistance of the <br /> installed product is not addressed in this drawing and is the responsibility of others. <br /> 1 1.Glazing shall comply with ASTM E 1300-04. <br /> 12.All fasteners penetrating into pressure treated woad shall be capable of preventing corrosion due to reaction with pressure treatment chemicals. Any dissimilar materials that come into contact shall <br /> be protected*to prevent reactions in accordance with code requirements. <br /> 13.A wind load duration factor Cd=1.6 was used for the analysis of wood screws only. <br /> 14.Products shall be constructed as specified in test reports 02310.01-501-47,C3526.01-501-47 and C3522.01-501-47 by Architectural Testing,Inc-Springdale,PA and C5630.01-109-47 and <br /> C2276.01-109-47 by Architectural Testing,Inc-York,PA. <br /> 1 S.Use 100%pure silicone caulk compliant with AAMA 800 Section 1 -Sealant Specifications for use with Architectural Fenestration Products. Make sure surfaces are completely free from all old caulk, <br /> damaged wood,wood fibers,grease,oil dirt,rust,mold or similar contaminants.Vacuum and clean opening surfaces completely.A fully primed surface is recommended,but not required.Cleaning <br /> of all surfaces should be'done the same day of which the silicone caulk is to applied.For more details visit Simonton.com. <br /> 16.Caulk application:recommended air and surface temperatures at the time of application are to be between 40 and 90 degrees F. Insure all contact surfaces are clean and dry including the new <br /> wlndow(s). Use a backer rod on all joints>3/4"deep and/or wider than 1/4". Finished'caulk joint should be a minimum of 3/8"deep and make full contact with both the new window and structural <br /> opening surfaces.Silicone caulk should be forced into joint or compressed to assure full contact on both surfaces and to expel any air pockets. <br /> I <br /> MATERIAL' SIZE:DRAWING NO.: REV. <br /> RMS FINISH: SIMONTON' B IN0434 6 <br /> DISCLOSURE STATEMENT Dimensional I.a spaces s DRAWN BV: DATE <br /> TI4s dacum.nl Is Ne properly of Slmallon WNtlows,xTkh retains aR pmpdeLvy UNass Olhen•.Ise SOedged LMM .3109117 <br /> A <br /> nd other dghis to lls supJad mailer.Thad-enllsproNdedla I"redplenl ALLOY a TEMPER: 1 CrIclllea.AYeeue CHECKED BY: DATE on the..preased c.ndu.n Not ll is not to Da Mrd...rep.d-d In whde.r Penn.bnlo.WV 26415 <br /> part,no,used in1 with We d.,Ign,monufact...prrepdrof floods for WEIGHT: VOLUME; D.clmels Angles <br /> any.na other Ihon Simonton Windows wiuluul its mn 1,Thus resMdion doe. SCALE: SHEET: APPRV'D BY: DATE-- <br /> ,I Raul the recipient's dohts1.u119,e ln-0on conlained In Ws document A1.03 FIT 2.f2 <br /> wNch is binlned I-another source SURFACE AREA: PER T R: ,xx 1.01 0'30rn1n. <br /> t propery p SERIES: <br /> FINISH TREATMENT: .xxx t.005 43-40143 15 DOUBLE HUNG <br /> FILE FU15167.13 TITLE: <br /> 1%BUCK INSTALLATION <br />
The URL can be used to link to this page
Your browser does not support the video tag.