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HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED _ O Date: Permit Number: O J - t 'J _ Building Permit Application RECEIVED Planning and Development Services APR 19 2018 Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 ST. Lucie County-Permitting Phone: (772)462-1553 Fax: (772)462-1578 Commercial Resi en la PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PROPOSED IMPROVEMENT LOCATION: Address: 1 Lt) 00 pp Legal Description: J`r 36 LIG barn NE" CGS O� N 3�S F+ of �a of �t✓ �1 T �� oT$E�,/ asa, TN S,)sy �i,TT*W T1s w. 4o R6 b.-N Cor,+ w 05`11A s U kli+.,TIS E Qs 7u.L/,R/' to p Property Tax ID#JW y/Y 0007 (60 e2 Lot No. Site Plan Name: Block No. Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: —7 windcK)-s th-( irY►��z SIZE �arsl�� CONSTRUCTION INFORMATION: Additional work toe er orme under this permit—check a appy: HVAC E]Gas Tank Gas Piping _Shutters Windows/Doors Electric ❑ Plumbing Sprinklers Generator Roof Roof pitch Total Sq. Ft of Construction: S Ft.of First Floor: Cost of Construction: $ `�J`7�9 — Utilities: Sewer E]Septic Building Height:2G OWNER/LESSEE: CONTRACTOR: Name O_Al \SA-o�he( ' Aouru Name: -3cca-t-T��WAQ'k_ Add ress:oZSS-1:t7V�A►r\LoW tJr%V'e Company:L �&Wi►YJowsarm► r City: �o�T i��trG� State:�l Address:3y 11 Woo t br►c_ ►a --e-oJ Zip Code:3 q(3,?j\ Fax: City: Stater Phone No. Zip Code: 33143Lo Fax:6-61 ODOL ILI 1 to E-Mail: Phone No. 5'?a I -?C/.)L IL11 a Fill in fee simple Title Holder on next page( if different E-Mail: KG1 ki Q_,YAicwic1c.tmgA J window -c from the Owner listed above) State or County License: 119 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: _ Not Applicable Name: Name: Address: A Address: A ' City: V State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address• Address: A / City: Tom' City: / Zip: Phone: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, con ul. with le der or an attorney before commencing work or recording our Notice of Commencement. Signature of Owner/Lessee/Contractor as Agent for Owner Signature of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF COUNTY OF The fing instrument was acknowledged before me The for oing instrument was acknowledgec,,t�efore me thisday of 204 by this day of � 20 by Name of person making statement Name of person making statement Personally Known ✓ OR Produced Identification Personally Known I OR Produced Identification Type of Identification Type of Identification Produced Produced I c Ign ure of Notary I' -State of Florida ) to of Notary Public-S e of Florida) o��Rv e' Agne amberland O{�R IJO p�e, �es L Chamberla d Co mission No. _J' Commission No. S Notary PUDIfC-State of Florida Notary Public-State of FI ri m Commission#GG 80734 �� Commission#GG 807 4 9tF REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGR COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev. 8/2/17 Customer Name: ,(':'- Phone: Customer Address: 175S-z? -R Ai nLow Lr*% ye- Frame: City, State,Zip: �.�ae,�fC�y A 3y-1A'� Qty of Win/Doors: —7/0 Roof Height: ( Windzone: STATEWIDE WINDOWS 6 DOORS All window and Door Arrows OSLI -"X" being Operable Dimensions Approval of product style, configuration and dimensions certified by Mark Room Product Width Height Grids Y/N Notes X RECEIVED_ 3 1 �, - FILE COPY 41�,. u' I `ky 3'S'iz APR 192018 5 iL`. _! C1 �J �X ST• Lucie County, Permitting J, ul� 6 1 8 9 10 t- 11 c\1 t. 12 ✓����� 13 a 14 15 16 17 18 20 21 Material Type: Frame Color: Glass Type: ' RECEIVED APR 19 Job Name C!hr� V )��-i- �l;ua6� ou;- Permit# Info Address Lot/Block / Subdivision Windows and Doors Mullion Bars Design ` Window Rough Overall Anchor Spacing Pressure per Structural Site Shutter Door Opening Size Product Approval maximum Zono Edge&O.C. tested size Product Specific Design int 4 Rogd. Anchor Typo ID ft (w x h) NOA M Approve) Prossure Size from NOA End 6 (w x h) (+)psi ()Psi N psi ()psf Yes Horiz. No HeaderSldos SIII Vert. NOA p Sean in Inches I x P, . I 0 x (, v 141&1 •-(,-, iG .25' x- Z 1 iy-t 3 i 1'7q x 1,3 1 620 1 too 1--5j.6 5- 314 D xis -i3&: ( -1-4 x Q 1 &c,- o -b S No 7 I x3 1L73 � t 714 xu3 I bC) I Loc 14x j ta N O C LCo S X-35-- 1 71-1 xt,3 C., ry4 PO X 7 t Ca - i17 q x L,3 I LC I uO U. [: a 17 -36 X -1 (e, ( u X(o3 1 LQ I L,v O X x X x X x X x X x X x Ar X x I X x X x X x X x X x X x X x X x X x X x X x X x X x X x X x X x Rev 5/21/09 Approval by A/E of Record I REGIONAL WIND LOAD CHART ASCE 7-10 Design Wind Loads Eas seats -SOUTH FLORIDA EDITION- yFor Wall Components Cladding ASD L�I��Coeffici nt: 0.6 K2t= 1.0 e�yseals.com Wind Pressures[psf]For use with Allowable Stress Design Enclosed Bldg: GCpi ±0.18 Kd= 0.85 Broward,Palm Beach Droward,Palm Beach(Coast) Miami-Dade Miami-D de(Coa-t P R 19 2 018 F rida Keys(Coast) Wind Speed: 170 mph Wind Speed: 170 mph Wind Speed: 175 mph Wind Spe dT•19& nty, PermiP,*P Speed: 180 mph Exposure Category'C' Exposure Category'D' Exposure Category'C' Exposure Category EY sure Category'D' Mean All Triburary Areas Mean All Triburary Areas Mean All Triburary Areas Mean All Triburary Areas Mean All Triburary Areas Roof Zone 4 Zone 5 Roof Zone 4 Zone 5 Roof Zone 4 Zone 5 Roof Zone 4 Zone 5 Roof Zone 4 Zone 5 Height Interior Corner Height Interior Corner Height Interior Corner Height Interior Corner Height Interior Corner up to: + - + - up to: + - + - up to: + - + - up to: + - + - up to: + - + - 15 ft +37.8 -41.0 +37.8 -50.6 15 ft +45.9 -49.8 +45.9'-61.4 15 ft +40.1',-43.4 +40.1 -53.6 15 ft +48.61-52.7 +48.6 -65.1 15 ft +51.4-55.8 +51.4 -68.9 20 +40.2 -43.6 +40.2 -53.8 20 ft +48.2 -52.3 +48.2 -64.6 20 ft +42.6 -46.2 +42.6 -57.0 20 ft +51.1 -55.4 +51.1 -68.4 20 ft +54.1,-58.6 +54.1 -72.4 25 ft +42.1 -45.7 +42.1 -56.4 25 ft +50.11-54.4 +50.1:-67.1 25 ft +44.6,-48.4 +44.6-59.7 25 ft +53.1 57.6 +53.1 -71.1 25 ft +56.2'.-61.0 +56.2 -75.3 30 ft +43.71-47.4 +43.7 1-58.6 30 ft +51.71-56.1 +51.7 -69.3 30 ft +46.3 -50.3 +46.31-62.1 30 ft +54.81-59.5 +54.8 -73.4 30 ft +58.0 -62.9 +58.0 -77.7 35 ft +45.21-49.0 +45.2 -60.5 35 ft +53.21-57.7 +53.21-71.2 35 ft +47.9 -51.9 +47.91-64.1 35 ft +56.311-61.1 +56.3 j-75.4 35 ft +59.6''-64.6 +59.6'-79.8 40 ft +46.5 -50.4 +46.5 -62.2 40 ft +54.4 -59.0 +54.4 -72.8 40 ft +49.21-53.4 +49.2 -65.9 40 ft +57.6 -62.5 +57.61-77.2 40 ft +61.0 -66.2 +61.0 -81.7 45 ft +47.6,-51.7 +47.61-63.8 45 ft +55.5 -60.2 +55.5 -74.3 45 ft +50.5:-54.8 +50.5 -67.6 45 ft +58.8''-63.8 +58.81-78.8 45 ft +62.311-67.5 +62.3 -83.4 50 ft +48.7 -52.8 +48.7 -65.2 50 ft +56.6 -61.3 +56.6 -75.7 50 ft +51.6 -56.0 +51.6 -69.1 50 ft +59.9 -65.0 +59.9 -80.2 50 ft +63.4 -68.8 +63.4'-84.9 55 ft +49.7'1-53.9 +49.7 -66.5 55 ft +57.51-62.4 +57.51-77.0 55 ft +52.7 -57.1 +52.71-70.5 55 ft +60.911 66.1 +60.91,-81.6 55 ft +64.5 -69.9 +64.5 -86.3 60ft +50.61-54.9 +50.6'-67.8 60ft +58.41-63.3 +58.41-78.2 60ft +53.6 -58.2 +53.6 -71.8 60ft +61.9'-67.1 +61.9!-82.8 60ft +65.4j-71.0 +65.4 -87.6 70 ft +47.8 -47.8 +47.8'-87.7 70 ft +54.91-54.9 +54.9 -100.6 70 ft +50.71-50.7 +50.7 -92.9 70 ft +58.21-58.2 +58.2'-106.6 70 ft +61.5 -61.5 +61.51-112.8 80 ft +49.2 -49.2 +49.2,-90.2 80 ft +56.21-56.2 +56.2 -103.0 80 ft +52.1 -52.1 +52.1 -95.6 80 ft 1 +59.5 -59.5 +59.5 -109.1 80 ft +63.0 -63.0 +63.0 -115.4 90 ft +50.411-50.4 +50.4-92.5 90 ft +57.3 -57.3 +57.3 -105.1 90 ft +53.511-53.5 +53.51-98.0 90 ft +60.8-60.8 +60.8,-111.4 90 ft +64.3 -64.3 +64.31-117.8 100 ft +51.6 -51.6 +51.6 -94.6 100 ft +58.4'-58.4 +58.4 -107.1 100 ft +54.71-54.7 +54.71-100.2 100 ft +61.9 -61.9 +61.9 -113.4 100 ft +65.5 -65.5 +65.5 -120.0 120 ft +53.6,-53.6 +53.6,-98.3 120 ft +60.3,-60.3 +60.3 -110.5 120 ft +56.8 -56.8 +56.8 -104.1 120 ft +63.9 -63.9 +63.9 -117.1 120 ft +67.6 -67.6 +67.61-123.9 140 ft +55.4 -55.4 +55.4-101.5 140 ft +61.9,-61.9 +61.9,-113.5 140 ft +58.7 -58.7 +58.7 -107.6 140 ft +65.61-65.6 +65.61-120.3 140 ft +69.4 -69.4 +69.4,-127.2 160 ft +56.91-56.9 +56.91-104.4 160 ft +63.4 -63.4 +63.4-116.2 160 ft +60.3,-60.3 +60.3 -110.6 160 ft +67.11-67.1 +67.1 -123.1 160 ft +71.0-71.0 +71.0-130.2 180 ft +58.4 -58.4 +58.4 -107.0 180 ft +64.7 -64.7 +64.7 -118.6 180 ft +61.9 -61.9 +61.9 -113.4 180 ft +68.5 -68.5 +68.5 -125.7 180 ft +72.51-72.5 +72.5 -132.9 200 ft +59.7 -59.7 +59.7 -109.4 200 ft +65.9 -65.9 +65.9 -120.8 200 ft +63.2 -63.2 +63.2 -115.9 200 ft +69.81-69.8 +69.8 -128.0 200 ft +73.9 -73.9 +73.9 -135.4 a a W •Conforms to the Florida Building Code 6th Ed(2017). •Wind Speeds noted above are ultimate design wind •Wind pressures are applicable to all building floors. a a Valid only with engineer's � •Tabulated design wind loads are based on ASCE 7-10 speeds(3-second gust). •Tabulated wind pressures are valid for all roof slopes;no 1 1 signature&raised seal Q specifications for components and cladding based on design •Cities and/or counties are listed only as a general guide, reduction for roof slope 510°has been considered. 1 1 Z criteria as noted herein. based on Risk Category II buildings.Verify applicable wind •Tributary Area noted in table(effective wind area)is equal s Z��rte i s � 1 1 J •Where this document is used for permit,applicability of speed and exposure category with local building to the minimum of[height x width]or(ht x ht/31. Round 1 Zone 1 design criteria noted herein(Basic Wind Speed,Exposure department. down to values shown. 1 4 1 5 LU Category,Risk Category,etc.)shall be verified by the •Plus(+)&minus(-)signs actin •Zo "int "cor esvely) d 1 1 Z contractor&building official prior to construction. and away from the exterior pone o ddin dace, are hown ght,wh tthe Eaw Height f 1 1 3Feb261 LLj •This specification may be used in conjunction with respectively. mi um of 10% he buildiension Man Roof Htengineering under separate certification(by this engineer or •Where"Mean(average) f Heig c of b or of the a f hei b -O"orby others)using Allowable Stress Design(ASD). determined,peak roof heig hall be a ve 4%0 oriz nsiPeak Height Christian Langley, •Refer to the above-noted ASCE 7 standard for descriptions height shall be used for roof angle less than or equal to 10°. -This specification is valid only for use with structures NOT wsi i ci wenowt wsi i Fi wenow FL PE#67382 CA#31124 and definitions of all design criteria. Round up to values shown located in the upper one-half of an isolated hill,ridge or 1200 N Federal Hwy,#200,Boca Raton,Fl.33432 •Design Is based on structure classification as Enclosed Bldg: Copyright©2018 Easy Seals Document No.MORS 1/11/2018 Florida Building Code Online SCIS Home LogiIn User Registration Hot Topics Submit Surcharge Stats 6 Facts publications FSC Staff SCIS Site Map Links Search db'pr Product Approval -- USER:Public User Product Approval Menu>Product or ADDlication Search>ADDlication List>Application Detail FL# CApprov3ed LRECEIVEJD Application Type Code Version Application Status 1 9 20 Comments ounty, Pe Archived Product Manufacturer C om Window Systems Inc. Address/Phone/Email SW 44th Avenue a, FL 34474)368-6922 Ext 245e@cws.cc Authorized Signature Kevin Pine kpine@cws.cc ILE Copy Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich, PE Validation Checklist-Hardcopy Received Certificate of Independence FL16736 R2 COI EvaIReport871C,Ddf Referenced Standard and Year(of Standard) Standard Year AA MA/W DMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By httDs://www.(loridabuildino.ora/or/or aoo dtl.asox?Daram=wGEVXC!wtDau8obl%2fIZm6TaPohLz6ontOd5HABPuaYUIX1zzFJrTCXA%3d%3d 112 1/11/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 ummary of Products FL# `4 Model, Number or Name Description 116736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736 R2 II CWS-871C.Ddf f Approved for use outside HVHZ:Yes II! Verified By: Lucas A.Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74"x 63", DP+/-60 psf. Outer lite in i (116736 R2 AE EvalReDOrt871C.Ddf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04, 16 _2_— _ ( - 2 C rizo I _r _ - 20 Ho on lider,IMI ,111 ",XOX. Limits of Use i Installation Instructions Approved for use in HVHZ:Yes FL16736 R2 1I CWS-869C.odf I Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:+60/-60 Evaluation Reports i Other:Large Missile, 111"x 63",DP+/-60 psf.Outer lite in FL16736 R2 AE EvalReport869C.Ddf I.G.must be safety glazed when used above 30 ft.in HVHZ. ' Created by Independent Third Party:Yes Glass complies to ASTM E1300-04. 0 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 Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.Ir 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: ® r.M KW Crede Card Safe httos://www.floridabuildinn.orn/nr/nr Rnn rill q-nx?naram=w(;F\/X0urtr)mjRnhl°/7f17mRTnPnhl 7Rnntnr1FHGRPi-VI IIX177F IrT(`VAO/_7,011H �r� URNER1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 871C Y e __Y— August 29,2017 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact(HVHZ), XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44'h Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6'h Edition(2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing j standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-871C, signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-1,-1A, -2,and-2A,by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara,with testing performed: TAS 201, 202,203 `94,ASTM E 1886 '02/04/05,ASTM E 1996 '04/06/09,and AAMA/WDMA/CSA 1 O 1/I.S.2/A440 `08 4) Supplemental Calculations to support CWS-871C, signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-871C. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871C • Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.021 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101 t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6'h Ed. (2017)Florida Building Code for use in this product. �Ju Certification of Independence: I do not have,nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. %%1"'10111 rit, �%% p,NJR_b1r T �,� Lucas :-Zi�• No _58201 '•`nom Turner 2017-08-30 16:09+20:00 ?o�: STATE OF :� 8/29/2017 . P 0 S G Lucas A. Turner P.E. ',SIONA ,� ;t`` ,�� FL PE#58201 GENERAL NOTES- HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. W WW.CWS.CC 75 1/4'MAX.OVERALL FLANGE WIDTH----- 2.GLAZING OPTIONS:(SEE SHEET 2) 3.CONFIGURATIONS:-OX","XO•. 8200 PVC' - :741:';MAXNIT WIDTH I"IORZ.SLIDER 4.DESIGN PRESSURE RATING: 33'GLASS DLO--- -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT A GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER < Z 3 Q 3 INFILTRATION TEST PRESSURE AND GLASS TABLES Z 1 _ ASTM E-1300-04e01/09. Z w�0 a w g w - -- -- w Z I I I i 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Q Qu)- O cr m 641/4 1 IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR z 6mw O O M I B DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 U r OU a F=-v~i d FLANGE B ANCHOR CALCULATIONS. p Z- Z Z (n HEIGHT � 1 2 O(D=)- 1 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT Q F Z V 2 Z O,U 1 REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT >- <§Q O w g F O 1 i UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT ¢ W C ((nn U-Zvi 63• MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w O o K u)O w v1 W MAX FLYING DEBRIS. Z(n w O�y i- UNIT O `' a HEIGHT X 5MAX.16' 7.ALL FRAMES AND VENTS FULLY WELDED,SMALL JOINT SEAM SEALANT � _~cr w 3 W(nSASH USED AT FIXED MEETING RAIL AND HEAD/SILL, o- �" a w a. I I HEIGHT 8.SERIES/MODEL DESIGNATION HS-8200. ♦♦♦NtNpR W 111111 I I ♦ P.•....... l .i 5513116' I 1 8 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: GP5•`1c E NW'-.ol) GLASS X=OPERABLE SASH,O=FIXED SASH DLO Jv: No 58201 ' 'y 1 5 �p C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR '*: • 1 ^ 5 LOCATION. ro. STATE OF :•/U: 1 1 5 11.EXTERNAL WEEP SLOT=1/4'x 1•LOCATED 4'FROM BOTH ENDS. :O^`'•'P ►''2� `. 'r�'sSONA A --33"GLASS DLO LucasTurne 365/16'MAX.SASH WIDTH r 2017-09-22 9/212/2017 LUCAS A.TURNER,P.E. 13:58-04:00 FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND �Y1/-ter ELEVATIONS TABLE OF CONTENTS DRAWN BY: DATE: GENERAL NOTES 8 ELEVATIONS...........I ADE 10/10/13 SECTION VIEWS 8 GLAZING DETAILS....2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATINGWGr EXTRUSIONS 8 8.O.M...............................3 ANCHOR SCHEDULE 8 NOTES................4 74"x 63" +/-60 PSF LARGE MISSILE IMPACT CWS-871 C INSTALLATION DETAILS...........................5 $ SHEET -- - - - 1:15 1 OF 5 2 WINDOW SYSTEMS INTERIOR 1900 SW 44TH AVE. OCALA,FLORIDA 34474 C7 1 1 1 1 3 6 WWW.CWS.CC 8200 PVC HORZ.SLIDER IMPACT I g z zo O0 �j-,z .S W wQp K_9W Q ary 05:3m 41 40 3 1 9 69 z z= 'WQO O 0"-O ¢=F-O= U U.�UaFV,a SECTION B-B Z p m Q OZUp1Z�UU e 11 NOTE:FIXED LITE AT HEAD -LL w O mo z Q—' AND SILL IS SIMILAR. K O r pj r Z 31 w KNOW V)W 19 zU)W QJUl 1- a {/1 m cr a W3wrn © n. rr a e �v°• ` E SF G y�,�_ 4 _ _ No 59201 •'• —HEAD IMPACT HOOK(TYPJ MIDSPAN OF SASH `*7 ♦ •= (ITEMS 35 6 36) - 7/8'OVERALL b' 2 �9 STATE OF ••=�W a 1/8'ANNEALED TEMPERED 'QT'• INTERIOR 1 7116-AIRSPACE I --5/16•LAMI 1/8'ANNEALED –ROTARY LOCK(TVP.) —•M DUPONT PVB INTERLAYER y d ONLY ENGAGED PRIOR _ji� 43 TO HURRICANE FORCE WINDS. –1/6'ANNEALED 4 1 1 LOCATED AT THIRD POINTS J/22/2017 19 1 X I (ITEM 27) 43 PURFECT GLAZE'H' ® SIKAFLEX 552 LUCAS A.TURNER,P.E. 13 2 FL PE 1158201 1239 JABARA AVE. NORTH PORT,FL 34288 5 c� PH.941.380-1574 1 18MEET O�'RW 25 I --1/2'GLASS BITE c 3�— � SECTION VIEWS AND 0 OUANE)l DURASEAL GLAZING DETAIL q IG SPACER AWN SECTION A-A HEAD IMPACT HOOK AND ADE 10/10113 JAMB ROTARY LOCK LOCATIONS DWG 0. REV: 1:20 GLASS TYPE A SECTION C-C 1;1 CWS-871 C ALTERNATE FIN FRAME 5Z SHEET SETTING BLOCKS PER FBC 2411.3.3.1 1:2 2 OF 5 PARTS LIST 31/8---.� CORNER CONSTRUCTION ITEM PART# OF�CRIPTION VENDOR MATERIAL 3 t/B' -I 1 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1 112' WINDOW SYSTEliS _ 2 H-1699 Reinf.S.B.RJS.S.R, Keymark Alum a S 3 1900 SW 44TH AVE. 3 H-1836 Meet.Rail,Fxd. Keymark Alum I OCALA,FLORIDA 34474 4 H 6052 Sash Top/Bol.Rail Mikron PVC 1116 WWW.CWS.CC 2 11/16' 39118' 2,/8' 1116' 5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC 1116 - 6 HE050 Sash Meet.Rail,PVC Mikron CORNER WELD PVC (ALL SIDES) 8200 PVC 7 1 H-6051 jSash Side Rail,PVC Mikron PVC HORZ.SLIDER 8 H-6049 Main Fr.,SH,w/Flg.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL-1836 IMPACT 9 P3029 Screen Pull Tab Summit PVC FRAME FIN-6048 10 P-3033 Screen Spring,SS Hurley i 15116' 1 3116--{ 1 11 P3113 Screw Su 23118• ppGn.PVC Team Plastic Rubber rl'— 6 9118' �'" g p w 0 vii W p o 12 P-3218 Screen Frame Allmetal RollForm r 4 4 W w�O < Z w 13 P•3228 Screen Spline,.155 Dia.,Blk. Dapa 1 sle' 1 518• t Sle" t 5/te^ Z W�>-7°,3 3 74 P4754 Screen Frame Comer Key Allmetel i4ykxl 1116, I 1116' I ' 4 1/16' L- FIXED MEETING RAIL O�O L'a w O o 15 P-3342 Seam Sealer,SM-5504 Schnee Silicone .t 1 SCREWED TOGETHER WITH rn OUTERFRAME Z '-z �r/) 16 P3352 Set.Blk.,85 Dur.,1/8"x 518"x 2'Lg. Franklowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAJL-6052 PVC FIXED RAIL COVER-6053 1 8 Z O O U v. U- < �-�u.2ZOOra_U 17 P3429 W stp.,0.270 x.187 back FinSeal,G Ultrafab o <�O LU p m O Z 18 P-3539 #8 x 3/4"Square TEK 2 Zinc Faslenal Steel 518• 3/4• ¢ 0 t-j 3 zZ 19 P-4730 #8 x 112'Truss PH TEK 2 Zinc Faslenal Steel w 0 0 3116` - w w 0 w to w O-1 E0 20 P3752 Cap Plug,1/2'Hole MSM Nykm 1 15+16'�rlll_ a w O a i > 83 or O L 1116' }___ w a w 3 w y 21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF,-1699 411,11111 rrrrrr 22 P4779 Roller,Tandem M&M Nylon L]L � y314' 7/16'-� �1114 �SPGEN• T�23 P4051 #8 x 1 114 Ph FH TEK,Wht. Faslenal Slee) � G. � S.F 24 P4069 Keeper,Impact,PVC Interlock 718' 3/16'— 1116" i-_ �� No 58201 :'A25 P4479 Weep Cover w/Flap M&M Nylon26 P4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel PLAN VIEW-1999 HEAD IMPACT HOOK-1999 1/16' 6' *' f •*- 27 P4958 I Rotary Lock Sullivan Zinc S.S.R./S.S.R.-1498 ROLLER TRACK-1776 'P STATE OF u 28 P4952 Keeper,Rotary Lock Sullivan Zinc 0 3116` 'OFS�.�O R 1 4,� 29 P4959 IWstp.,0.420 x.187 back FinSeal,Gn Ultrafab 114'x1 7/8''1 �i 3/ONAL�?444 30 P4633 Bartel Fastener Fastenal Steel O 41 rrr4jrrrrr•rrtvv 31 S-1112 Reinforcement.Head Keymark Alum --- 6' 15/9• 7/L 9llfi 1 32 S-1498 Reinf.S.B.R/S.S.R, Keymark Alum yg 36 PVC GLAZEBEAD-60641116 34 S-1776 Roller Track Keymark Alum L 1116' GLAZE BEAD-1112 35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-20W PANEL IMPACT CATCH-2000 36 S-2000 Panel Catch,Head,knpacl Keymark Alum t/2']1:12!6^ 318' �5116 9/22/2017 37 S-6005 Anti Lift LUCAS A.TURNER,P.E. Mikron PVC r—3/16' 38 S-6013 Scm.Ada L' 3' "1 1 -t- 1/r L cite -1116' FL PE#58201 Adapt.,W/Nib,PVC Mikron PVC ,_,r'— 11 PVC SCREEN CATCH-6013 PVC MITI-LIFT•6005 1239 JABARA AVE. 39 S 6(114 Scm.Adept.,PVC Mikron PVC SCREW SUPPORT-3113 NORTH PORT,FL 34288 40 S-6063 Fixed Rail Cover Mikron PVC PH.941-380-1574 1118'-1 41 S-6064 Glazing Bead Mikron PVC 5/16' SHE RCSCRMTM 42 GLASS SEE SHEET 2 CARDINAL I GLASS 9 BOM AND EXTRUSIONS 43 Purfecl Glaze*H',SikaFlex 552 Henkel/Sika Silicone vt6' PVC SCREEN SUPPORT-6014 N BY: DATE: ADE 10/10/13 TiWG REV.: 33 LINE ITEMS NOT USED: CWS-871 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063.78 UNLESS OTHERWISE NOTED. SCALE. SHEET — - 1:2 3OF5 WINDOW SYSTEMS 121/2-MAX.O.C.(nP.) 1900 SW 44TH AVE. -..I3�( ') OCALA,FLORIDA 34474 6-MAIC(TYP.) 1 .-SEE NOTE 2 4'MAX.(TYP.) 9'M!U(.O.C.(TYP.j 6-MAX.(TYP.)— r--3' 4-MAX.(TYP.j- T SEE N 2 WWW.CWS.CC INSTALLATION 8200 PVC I , ANCHOR(TYP.) , I HORZ.SLIDER INSTALLATION a- ANCHOR(TYP.) IMPACT MAX)Ov } (nP.j a z 3 <Z3; 17- — J owo Q oo MAX.O.C. I I I �/ I W z O z W_Z (nP.) Q I X I Fw3O �m o zyNzzF-?D- Z OpUVj SU`� 1 I > How��0? a l I a I W o_0ujNOW(otu tu ( -- -- a -- -- -- -- -- -- p w�as�N L r 3w I ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) `o` PNOREH 1�.,� ..`4pr?.��G No 59201 0' STATE OF ;�4/` a 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 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1116'IS PRESENT. LOAD BEARING SHIMS SHALL 8E `1" 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 ' 9/22/2017 ST BE MADE OFOR PRrp E 1�ED WITH A CORROSION RESISTAN7 MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. 4.ALL INSTALLATION ANCHORS MU BE PROTECTED TO PREVENT REACTION. FL PE 11158201 1239 582011239 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 5. PH.941-380-1574 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. /IE T DES- IPSANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT 00 NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1'FOR WOOD AND METAL. DRAWN B ADE 10/10/13 ! 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. OWO N: REV,: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE I,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 C 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET NV FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS).FMA/AAMADMA 300(EXTERIOR DOORS) 1:20 40F 5 (( .. TYPICAL HEAD ANCHORAGE MW.EMBEDMENTSEE TABLE 1 -SUBSTRATE BY OTHERS WINDOW SYSTEMS MIN.EDGE GIST. 1/4'MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE SEE TABLE 1 _ SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SUBSTRATE BY OTHERS ---� 1/4'MAX SHIM SEE TABLE 1 wWW.OCALAFLORIDA 34474 WWW.CWS.CC SEE TABLE 1 MIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE 1 �f PERIMETER SEALANT + SEE TABLE 1 8LOO PVC INSBY M ALLER 11 INSTALLATION ANCHOR INSIDE AND OUT _ SEE TABLE 1 HORZ.SLIDER FLANGE BY INSTALLER SEE TABLE 1 M IMPACT SEALANT BEHIND 1!4'MAX SHIM z aZ0 PERIMETER SEALANT FF- -PERIMETER SEALANT BY INSTALLER w <F Z w BY INSTALLER INSIDE AND OUT Z N K –~ INSIDE AND OUT 6 w 2 Z}Z�3 3 INSTALLATION ANCHOR 6T2 d � INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 N 0'j d X�a. SEE TABLE 1 FLANGE BY INSTALLER –SEALANT BEHIND m Z �'/n S I B HORIZONTAL SECTION C HORRONTAI SECTION FIN BY INSTALLER Q 0 Z U v) F-U 1� TYPICAL FIN ANCHORAGE } < LL W O? S TYPICAL JAMB ANCHORAGE 5 p HEAD AND SILL SIMILAR FOR FIN INSTALLATION Q N U~Z'6 F- }�30M w 0O W U)C1 W fnW Il =q­J ff ZNd 0�t F- 0. r p W~W w3of wai _ 1/4'MAX SHIM M R SEALANT BEHIND FLANGE BY INSTALLER _ L •``F�•'OREk, -� O . ?.. . PERIMETER SEALANTMIN.EMBEDMENT :•`p..�yGENgo.�Q _ y BY INSTALLER INSDE AND OUT SEE TABLE 1 �v:- No 58201 ••:�'yi 4 .•i_ SUBSTRATE BY OTHERS %"P'. STATE OF 'W SEE TABLE 1 -�MIN.EDGE DIST, 'O �(O -��t., SEE TABLE 1 v, q VERTICAL SECTION S/ONA'00 S TYPICAL SILL ANCHORAGE r` TABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3/18'ITW TAPCON 1-1/2 1-1/8' FL PE#58201 PERIMETER SEALANT–��� FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1' 2' BY INSTAL1239 JABARA AVE. LER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16'ELCO ULTRACON 1' 1. INSIDE AND OUT PH.941-380-1574 D HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4' 2-1/Y 5 BOX FRAME INSTALLATION sH:E DESCRIPTION: FLANGE ZX MIN.SOUTHERN PINE G=0.53 3116•ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION l ) 1-3/8' 7/8' INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/B' 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, FLANGE 16 GAUGE(0.060')MIN.STEEL STUD 910-16 HILTI KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: WN ev oAr (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' 7/16' ADE 10/10/13 ALUM.(6063-TS MIN.)OR #10 GRAD 5 SELF-TAPPING! FULL THREAD MIN.1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED WG R— REV.: FLANGE 7/16- INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. FIN 1/B'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' CWS-871 C PRODUCT ANCHORAGE IN ACCORDANCE WITH REQUIREMENTS AS €._ 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-112' 11Y SHOWN FOR FLANGE WINDOWS. SHEET - - – 1:2 5 OF 5