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Home My WebLink AboutBuilding Permit Application All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED nResidentia o ', ry Date: U . Permit Num , !• R -_� DBuilding Permit Appli2019Planning and Development Services epartmentBuilding and Code Regulation Division unty2300 Virginia Avenue, Fort Pierce FL 34982 , FLPhone: (772)462-1553 Fax: (772)462-1578 Commercial PERMIT TYPE:Window PROPOSED IMPROVEMENT LOCATION: Address: 373 NE Bracken Road Port St. Lucie, FL 34983 Property Tax ID#: 3419-570-0127-000-3 Lot No.7 Site Plan Name: Block No. 82 Project Name: DETAILED DESCRIPTION OF WORK: Window Replacement W I�usS 1 CONSTRUCTION INFORMATION: Additional work to be performed under this permit—check all that apply. _Mechanical _Gas Tank _Gas Piping _Shutters _Windows/Doors _Electric _Plumbing _Sprinklers _Generator _Roof Pitch Total Sq. Ft of Construction: Sq. Ft.of First Floor: s Cost of Construction:$ Utilities: —Sewer _Septic Building Height: OWNERAESSEE: CONTRACTOR: Name StarshineProperties-Geneva LLC Name:Gary Whigham Address:P.O.Box 1645 Company:South Florida Aluminum Products City: Jensen Beach, FL State:_ Address:4807 So. US Hwy 1 Zip Code: 34958 Fax: City: Ft. Pierce State:FL Phone No.772-486-1035 Zip Code: 34982 Fax: 772-466-1074 E-Mail: Phone No 772-466-0913 Fill in fee simple Title Holder on next page(if different E-Mail sfapbooks@soflalum.com from the Owner listed above) State or County License If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. If value of HVAC is$7,500 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: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: 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 Jaer non-residential use "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMEN EM Y RESULT IN YOUR PAYING TWICE FO IMPR YEMENTS TO YOUR PROPERTY. A NOTICE OFC CEMUST BE RECORDED AND POSTED TH B SITE BEFORE THE FIRST INSPECTION. IF Y I ND TTAIN FINANCING, CONSULT WITH Y UR E E OR AN ATTORNEY BEFORE RECORDING YOU NOT E OF CENCEMENT." U' - I—L Signature of Ow er essee/Contractor as Agent for Owner Signature of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF ST LUCIE COUNTY OF ST LUCIE The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this 13th day of June 20_ by this 13th day of June 20_ by Gary Whigham Gary Whigham Name of person making statement. Name of person making statement. Personally Known x OR Produced Identification Personally Known x OR Produced Identification Type of Identification Type of Identification Produced Produced --7044A- (Sign ure. o (Signature o i�sta �RARY ANNM,�T®PJ7,�1I :�a�'""°`•g¢; MARY ANN MA ONTI Com is i t7pc MY COMMISSION#FF95 ri�) Commission . ; : s MY COMMISSION#(S W)138 EXPIRES January 24.2020 or ;�':� EXPIRES January 24.2020 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED ev. JOSEPH E. SMITH, CLERK OF THE CIRCUIT ecorded 06j27j2019 08Y50:39 AM FILE # 9586526 OR BOOK 4288 NOTICE.OF COMME-NCEMEIY:T Permit No, Property Tax ID No. 3419-57M127-000-3 State of Florida,County of St.Lucie The Undersigned hereby gives.notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following m nfaration is provided in this Notice -of Commencement, I Legal Description of property and address if available 373 NE Bracken Road RIVER PARK UNIT 9 PART C BLK 82 LOT 7(MAP 34121S)(OR 3110-833) General description of improvements WINDOW REPLACEMENT AND STORM PANELS � - - ' Ownerilessee STARSHINE PROPERTIES-GENEVA LLC is Address PO BOX 1645 JENSEN BEACH,FL 34858 Interest in property: OWNER Fee Simple Title holder(if other than owner) NIA Address Contractor SOUTH FLORIDA ALUMINUM PRODUCTS Phone# 772-466-0913 Address 4807 SO US HWY 1 FT.PIERCE,FL 34962 Fax# 772-46S-1074 Surety NIA Phone# Address NIA Fax# Amount of Bond NIA Leader NIA Phone# Address Fax# Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(a)7.,.FIoi tda;Statues: Name Phone# Address Fax# In addition to himself,owner designates of _ Phone# . Fax# to receive a copy of the Lienor's Notice as provided in Section 713.I3(1)(b),Florida Statutes. Expiration date of notice of commencement is one year from the date of recording unless a different date is specified, WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMNIENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CH 713 13,F S,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND 1'0 OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORE:OR RECORDING YOUR NOTICE OF COMMENCItriENT Oivnet/(Leesssee,_6rr O'wner's or Iessee's'Authoriied OfilcerlDlrectot/ParincrlManagnr/Signatum --.-l-tft:.C�Gs� $igftel6rj'P idelf State of Florida,County off k tlGl� / Acknowledged before me this U day of J04f-)Ie. 2Q ,by o is p Wetly known to me or who has producediPG:b -Z c�(KdD-,tl�^S"D-4Sg�KQ as identification. rh _ f1�G�► C .��l1'_ �?2 ice'?►_ . Sigit4 uh of ..otary TYoe or Name of Notary : (Seal) Title:Niitary Public Commission Number ,F MARY Akk MATONTI : . ' N1Y COLIMISSION t FF953138 .0;15-w EXPIRES January 21.2020 �:Crlf�!i'e tY;'.:C. flytttlu iti:�•ii:nvt".a.rn' 7/15/2019 Florida Building Code Online BCIS Home ; Log In j User Registration I Hot Topics i Submit Surcharge Stats&Facts j Publications Contact Us �1 BCIS Site Map,{ Links 'Search I dblop%r a y ' ' n: Product Approval mm-Db'- Product USER:Public User Product Approval Menu>Product or Application Search>Application List Search Criteria Refine Search Code Version 2017 FL# 17355.3 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications �FL# Type Manufacturer Validated By Status 17355-R4 Revision Custom Window Systems Inc. Steven M. Urich, PE Approved History FL#: FL17355.3 (717) 317-8454 Model: HS-620 Vinyl Horizontal Slider XX Description: HS-620 Vinyl Horizontal Slider,XX, Non-Impact. Category:Windows Subcategory: Horizontal Slider j -Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CCt pyright 2007-2013 State of Florida.::Privacy Statement::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 dick here. Product Approval Accepts: R R M Credit Card Safe https://www.floridabuilding.org/pr/pr_app_lst.aspx 1/1 GENERAL NOTES: (OMW HORIZONTAL SLIDER - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED f WINDOWSYSTEMSTO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE. OCALA,FLORIDA 34474 751/4"FLANGE WIDT2.GLAZING OPTIONS:(SEE SHEET 2) WWW.CWS.CC H — 74"MAX.UNIT WIDTH 3.CONFIGURATIONS:"XX". 620 PVC 36" 4.DESIGN PRESSURE RATING(SEE SHEET 2): MAX.SASH WIDTH -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND HORIZ.SLIDER GLASS TABLES ASTM E-1300-04. NON-IMPACT 321/16" -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER GLASS DLO INFILTRATION TEST PRESSURE AND GLASS TABLES _ ASTM E-1300-04. 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 731/4 IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR o FLANGE a DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR HEIGHT IF 6 WOOD ANCHOR CALCULATIONS. y 72" C m MAX, C C 6 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE UNIT D SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. Z HEIGHT 6 O X X 7.ALL FRAMES AND VENTS FULLY WELDED. D z > MAX . B.SERIES/MODEL DESIGNATION HS-620. 0 SASH a HEIGHT 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: ¢ 6a 1/1G„ X=OPERABLE SASH D OSS 751/4"FLANGE W IDTH 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR o 74°MAX.UNIT WIDTH LOCATION. 0 Z 36" 11.EXTERNAL WEEP SLOT=5/16"x 2-1/6"LOCATED 4-1/2"FROM A MAX.SASH WIDTH BOTH ENDS. pREty 6 32 1116• �`� 5 °CEN' G ��4 GLASS DLO A -�JVP;•\-\ SF °' v t No 58201 ' sa 11a" Lucas A.Turner ro FLANGE 2015-04-27 9 '�- HEIGHT STATE OF +' 63" 21:05-04:00 %Oo' Ft o e � MAX yFs O R 1 �Z UNIT B B HEGHT 591/16" X X I y� MAX SASH HEIGHT 4127/2015 LUCAS A.TURNER,P.E. GLASSSS FL PE#58201 G DLO I 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 A SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS MAX. UNIT 2011 MTG. RAIL DRAWN BY: — GENERAL NOTES&ELEVATIONS.....1SIZ REINFDESIGN PRESSURE RATING IMPACT RATING EMK 04/22/15 . DP CHARTS&GLAZING DETAIL........2 DwG n:SECTION VIEWS..................................3 74"x 63." NO SEE COMPARATIVE ANALYSIS CWS-1059 EXTRUSIONS&B.O.M.........................4 NONE , ANCHOR SCHEDULE&NOTES..........5 74' X 72" YES CHARTSSHEET 2 SCALE: SHEET INSTALLATION DETAIL.......................6 1:25 1 OF 6 FLANGE WINDOW DESIGN PRESSURES FOR EQUAL SPLIT"X/X"WITH GLASS TYPES A,B,C,OR D Unit Unit Height Width 351/2 391/2 431/2 471/2 611/2 55 1/2 591/2 63 WINDOW SYSTEMS 39 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +317777 5 +50/-75 +50/-75 +50/-75 1900 SW 44TH AVE. 43 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-72.6OCALA,FLORIDA 34474 7/8"OVERALL 7/8"OVERALL WWW.CWS.CC 47 1 2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-70.2 +50/-66.5 1 1/2 +50/-75 +60/-75 +50/-75 +50/-75 +50/-75 +501-74 +50/-67.5 +50/-62.1 1/8"ANNEALED1/8"TEMPERED 55 1/2 +501-75 +50(-75 +50/-75 +50/-75 _750/-75 +50/-71.3 +50/-65 +50/-60.4 9/16"AIRSPACE 9/16"AIRSPACE 620 PVC 591/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-68.1 +50/-62 +501-57.5 FT -1l8"ANNEALED 1/8"TEMPERED HORIZ.SLIDER 63 112 +50/-67.9 +50/-67.9 +50/-67.9 +501-67.9 +50/-67.9 +50/-65.4 +50/-59.4 +50/-55 67 1/2 +50/-60.1 +50/-60.1 +50/-60.1 +501-60.1 +501-60.1 +501-60.1 +501-57.2 +50/-52.9 SIKAFLEX 552 OR SIKAFLEX 552 OR NON-IMPACT 71 1/2 +50/-53.6 +50/-53.6 +501-53.6 +50/-53.6 +501-53 6 +50/-53.6 +501-53.6 +50/-51 36 PURFECT GLAZE"H" 36 PUHFECI GLAZE"H" 4 +50/-50.1 +50/-50 +50/-50 +50/-50 + !-50 +501-50 +50/-50 +50/-50 H FIN WINDOW DESIGN PRESSURES FOR EQUAL SPLIT"X/X"WITH GLASS TYPES A,B,C,ORD 5/8"GLASS BITE F518-'ILASS SITE ¢ Unit Unit Height Width 351/2 39112 43 1/2 471/2 51 1/2 55 1/2 591/2 63 } m- 39 1/2 +50/-75 +50/-75 +50/-75- +5U/-75 +50/-75 +50/-75 +50/-75 75-0/ 70.6 _ 43 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-70.1 -+501-65.4 Z O 47 1/2 +501-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-71.5 +50/-65.5 +50/-61 51 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-74.5 +50/-67.5 +50/-61.7 +50/-57.4 Z > 551/2 +50/-75 +50/-75 +50/-75 +501-75 +50/-71 +50/-64.1 r501-58.5 +50/-54.4 - O cr 59 1/2 +50/-69.6 +50/-69.6 +50/-69.6 +50/-69.6 +50/-68I +5D/-61.3 +501-55.8 +501-51.8 ~ IL 63 1/2 +50/-61.1 +50/-61.1 +50/-61.1 +50/-61.1 +50/-61.1 +50/-58.9 +50/-53.5 +49.5/-49.5 ¢ 671/2 +50/-54.1 r50/•54.1 +50/-54.1 +50/-54.1 +50/-54.1 +50/-54.1 +50/-51.5 +47.6/-47.6 LASS TYPE A GLASS TYPE B 71 112 +48.2/-48.2 +48.2/1 .2 +48.2(-08.2 +48.2/-48.2 +48.2/-48.2 +48.21-48.2 +48.2/•48.2 +45.9/-45.9 w -7/8"OVERALL 7/8"OVERALL 74 +45.1/-45.1 +451-45 +45!45 +451-45 +45/-45 +45/-45 +45/•45 +451-45 -- - 3/16°ANNEALED3/16" I EMPERED Z FLANGE WINDOW WITH 2011 MTG RAIL REINF.DESIGN PRESSURES FOR EQUAL SPLIT"X/X"WITH GLASS TYPES C OR -7/16"AIRSPACE 7/16"AIRSPACE Un gy�T��f'� -3116"ANNEALED 3/16"TEMPERED �GEIVg�.",Q Width 351/2 391/2 431/2 471/2 511/2 551/2 591/2 631/2 671/2 72 SIKAFLEX 552 OR SIKAFLEX 552 OR J: •��% 39 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +501-75 +50/-75 +50/-75 +50/-72.6 36 PURFECT GLAZE"H" 36 PURFECT GLAZE"H" :r; No 58201 :.'P 431/2 +50/-75 +50-/---75- +501-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75- +50/-72.3 +50/-67.0 } 47 1/2 +50/-75 +50/-75 +501-75 +501-75 +501-75 +501-75 +50/-75 +50/-72.7 +50/-67.4 +50/-62.4, I =-a, ;j 51 1/2 +50/-75 +60/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-74.2 +50/-68.3 .+50/-63.3 +50/-58.5 5/8"GLASS BITE 518"GLASS BITE Vit• STATE OF 551/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-70.4 +501-64.7 +50/-59.9 +50(-55.2 591/2 +50/-69.6 +501-69.6. +50/-69.6 +50/-69.6 +50/-69.6 +50/-69.6 +501-67.1 +50/-61.6 +501-56.9 +50/-52.4 � S/ON'"L�C�%% 63 1/2 +50/-61.1 +50/-61.1 +50/-61.1 +50/-51.1 +50/-61.1 +60/-61.1 +50/-61.1 +50/-58.9 +50/-54.3 +50/-50.0 671/2 +50/-54.1 +50/-54.1 +50/-54.1 +5U/-54.1 +5"' -54.1 +501-14.1 +507-54.1 +50/-54.1 +50/-52.1 +47.9/-47.9 71 1/2 +48.2/-48.2+48.2/-48.2+48.2/-48.2+48.2/-48.2+48.2/-08.2+48.2/-48.2+48.2/-48.2+48.21.48.2+48.2/-48.2 +46/-06.0 4/27/2015 74 +45.1/-45.1 +45/ 45 +45/-45 +45/ 45 +451 45 +451 45 +451-45 +45/-45 +451 45 +45 -45 -- LUCAS A.TURNER,P.E. FIN WINDOW WITH 2011 MTG RAIL REINF.DESIGN PRESSURES FOR EQUAL SPLIT"X/X"WITH GLASS TYPES C OR D FL PE#58201 7DJ 1239 JABARA AVE. Unit Unit Height NORTH PORT,FL 34288 Width 351/2 391/2 431/2 471/2 51 1/2 551/2 59 1/2 63 1/2 67112 72 GLASS TYPE C GLASS TYPE D PH.941-380-1574 39 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +501-75 +50/-74.8 +50/-69.6 +501-64.5 SHEET DESCRIPTION: 43112 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-74.9 +50/-69.2 +50/-64.3 +50/-59.6 DESIGN PRESSURE CHARTS AND GLAZING 471/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-70.0 +50/•64.6 +50/-59.9 +50/-55.4 DETAILS 51 1/2 +50/-75- -+50/-75- +50/-75 +50/-75 +50/-75 +50/-72.1 +50/-66.0 +50/-60.7 +50/•56.3 +50/-52.0 DRAW N BY: DATE: 551/2 +50/-71.1 +50/-71.1 +50/-71.1 +50/-71.1 +50/-71.1 +50/-68.5 +50/-62.5 +50/-57.5 +50/-53.2 +49.1/-49.1 EMK 04/22/15 59 1(2 +50/-61.9 +50/-61.9 +50/-61.9 +50/-61.9 +501-61.9 +50/-61.9 +501-59.6 +50/-54.7 +50/-50.6 +46.61-46.6 53 112 +50/-54.3 +501-54.3 +50/-54.3 +50/-54.3 +50/-54.3 +50/-54.3 +50/-54.3 +501-52.4 +48.3/-48.3+44.4/-44.4 DWG N: 67 1/2 +48.1/-48.1+48.1/+18 +48.1/-48.1 +48.1/ +48.1/-48.1 +48.1/-48.1+48.1/-48.1 +48.1/-48.11+46.3/-46.3+42.6/•42.6 NOTE: CWS-1059 71112 +42.8/-42.8+42.8/-42 +42.8/-42.8+42.8/-42.8+42.8/-42.8+42.8/-42.8+42.8/-42.8+42.8/-42.8+42.8/-02.8+40.9/-4U.9 SCALE: SHEET 74 +40.1/-40.1 +40/-401 +40/-40 +401-4U +4U/-40 +4U/-4U +40/-40 +40/-4U +40/-40 +40/-40 IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. 1:1 2 OF 6 INTERIOR WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 TT 3 11 26 3 2 27 13 3 11 18 WWW.CWS.CC 0 0 0 620 PVC HORIZ.SLIDER — NON-IMPACT o 0 00 11 141924 ]ffff] L a 30 ___030 �1 z 3 11 O 3 c� 4 9 19 31 5 6 34 33 6 6 1 23 Z W 4 D D Cc SECTION VIEW B-B a 33 U cc Lu Lu 3 38 39 O Z INTERIOR P,1oERE i�S�,TGQ�i No 58201 ..'P 34 4 36 10: ,STATE OF 3 z •SS�pNA1;ENS``• 1 1 4/27/2015 9 Q 29 SECTION D MTG RAIL REINFORCEMENT(2011)(2011)REQUIRED LUCAS A.TURNER,P.E. F-1 ––— ��❑ ON UNIT HEIGHTS ABOVE 63" FL PE58201 1239 JABARA AVE. 1 NORTH PORT, T,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: SECTION VIEWS SECTION VIEW A-A 7 _ DRAWN BY: DATE: ALTERNATE FIN FRAME EMK 04/22/15 DWG#: HEV.: ITEMS NOT SHOWN FOR CLARITY: CWS-1059 7-8,10,12,15-16&21 SCALE: SHEET 1.2 30F6 PARTS LIST CORNER CONSTRUCTION ITEM PART DESCRIPTION MATERIAL VENDOR —4 1/8" (! f/!/(Ca� 1 H-6127 MAIN FRAME PVC ATN Iul/fV�ll�/( 2 H-6135 SASH INTERLOCK RAIL,INT.PANEL PVC ATN WINDOW SYSTEMS 3 H-6139 SASH DRAW RAIL PVC ATN1900 4 H-6140 SASH TOP/BTM RAIL PVC ATN _O t 1l'z^ OCALAA. 44TH AVE. L OCAFLORIDA 34474 5 H-6140 SASH INTERLOCK RAIL,EXT.PANEL PVC ATN WWW.CWS.CC 6 P-3028 SETTING BLOCK,1/8"x 7/8"x 2" FRANK LOWE 4 5 7 P-3033 SCREEN LIFT SPRINGS BS STEEL A MMITSCBE 1/16" 1 15/16" CORNER WELD 620 PUC 8 P-3033 SCREEN SPRINGS STEEL FLA SCREEN 9 P-3218 SCREEN FRAME ALUM FLA SCREEN GL7 O 1/16^ ALL SIDES HORIZ.SLIDER IL 1:8 10 P-3228 SCREEN SPLINE DAPA o NON-IMPACT 11 P-3305 WTSP.,0.187"x 0.270"SOFT FIN AMESBURY 12 P-3511 #8-18 x 0.625"PN PH TEK#2 POINT ZP STEEL FASTENAL - 13 P-3783 IMPACT SASH LOCK INTERLOCK w 14 P-3784 KEEPER INTERLOCK I- 15 P-4146 #8-18 x 0.750"FH PH#2 POINT TEK ZP STEEL FASTENAL PVC MAIN FRAME-H-6127 PVC TOP/BTM RAIL-H-6140 ¢o 16 P-4754 SCREEN CORNER KEY NYLON FLA SCREEN 17 P-5420 WEEP COVER ASSY NYLON ASHLAND m 18 P-5421 0.625"HOLE PLUG NYLON HEYCO 19 P-5423 #8-18 x 0.500"PN PH TEK#2 POINT ZP STEEL FASTENAL h^1 11/16" 2 118"- 20 /8"20 P-5428 ROLLER ASSY AMESBURY _ .050" O 23 P-5436 JAMB BUMPER RUBBER MINOR RUBBER 7/16" F� 5/16" � 24 P-5441 L BLOCK NYLON 1/16" i 1/16' 1/16^ O Lu cr 26 S-2004 REINF.,SIDE RAIL ALUM ASCEND t 15/1s" 1 15/16" 1 3/I16" 28 15116" 33 d 27 S-2005 REINF.,MEETING RAIL,INT.PANEL ALUM ASCEND D z D 3 L + v 28 S-2029 INTERLOCK ADAPTOR ALUM ASCEND 1n 29 S-2030 ROLLER TRACK ALUM ASCEND w 30 S-2030 ANTI-LIFT FILLER ALUM ASCEND PVC INTERLOCK RAIL-H-6135 PVC DRAW RAIL-6139 ALUM INTERLOCK-S-2029 PVC GLAZING BEAD-S-6141 D 31 S-2043 REINF.,MEETING RAIL,EXT.PANEL ALUM KEYMARK 0 32 S-2044 REINF.,TOP/BOTTOM RAIL ALUM ASCEND Z 33 S-6141 0.875"GLAZING BEAD PVC ATN �VIOREIf�� 34 GLASS SEE SHEET2 11/16" %%"r P,,.... 35 DOW CORNING 1199 SILICONE 1/16" 15/16" 15/16"� 4. 5/16" `�.Vp :��GENSFGQ�i� 36 PURFECT GLAZE"H",SIKAFLEX552 SILICONE HENKEL/SIKA } � J. No 58201 ?-'P 37 S-2011 REINF.,EXTERNAL ALUM ASCEND 1 5/18' 31 1 1/1s^ 3z 1 t/16" z7 11/16' 38 P-3515 #8 x 5/8"PH FLAT WHITE SMS STEEL FASTENAL 26 a; :jr— v1s° :9 ST 39 P-5400 COVER,EXT.REINF. PVC TEAM PLASTICS � ATE OF ��: .09,3 1/16" O•• •�<(/� LINE ITEMS NOT USED: ALUM REINF.-S-2043 ALUM REINF.-S-2044 ALUM REINF.-S-2005 :F 0 R OD 21-22.25 ALUM REINF.-S-2004 ��'�SS,ONA E11156'�Jr9� 1 3/8" I I 7/16" z� }— 3 F 39 4/27/2015 7/8" 1" 1/16„ LUCAS A.TURNER,P.E. J— FL PE#58201 ALUM ROLLER TRACK-S-2030 ALUM EXT.REINF.-S-2011 PVC COVER-P-5400 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-360-1574 SHEET DESCRIPTION: DRAWN BY: -DATE: EMK 04/22/15 DWGp: HEV.: CWS-1059 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 1:2 40F6 WINDOW SYSTEMS 1900 SW 44TH AVE. 8"MAX O.C.(TYP.) ANCHOR AT MIDSPAN � OCALA,FLORIDA 34474 FOR UNIT HEIGHTS OVER 63-(TYP.) -..{ 3"(TYP) 4"MAX.(TYP.) Tr W W W.CWS.CC 6"MAX.(TYP.) I 6"(TYP) SEE NOTE 2 4"MAX.(TYP.) r-3"THRU FRAME ANCHOR(TYP.) -- 6"MAX.(TYP.)- 620 PVC SEE NUTE 2 HORIZ.SLIDER INSTALLATION 161/4" ANCHOR(TYP.) INSTALLATION NON-IMPACT MAX.O.C. ANCHOR(TYP.) (TYP.) MAX. MAX.O.C. (TYP.) C D X Xco X X —(j) Z O Ln z > o LU U N W ANCHOR LAYOUT-(FLANGE) �R OR LAYOUT-(FIN) Z NO THU FRAME ANCHORS @ M fG RAIL Pp 1DREb %00j "-4�� %p`; .......... 2 No 58201 =-vs NOTES: . STATE OF 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 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. �2 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. _ 4/27/2015 _ 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. BE PROTECTED TO PREVENT REACTION. FL PE#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 6. PH.941-380-1574 SHEET DESCRIP PION: 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 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. EMK 04/22/15 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DwG x: REV.: 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-1059 FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET 1:20 50F6 MIN.EMBEDMENT ///�� SEE TABLE 1 —SUBSTRATE �r/n(�vg®j {1• TYPICAL HEAD ANCHORAGE BY OTHERS W.4�1 LIULb 1/4"MAX.SHIM - SEE TABLE 1 WINDOW SYSTEMS 0 MIN.EDGE DIST. 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 O AL,FLORIDA 34474 MIN.EDGE DIST. Www.CwS.CC SEE TABLE 1 SEE TABLE 1 MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR SEE TABLE 1 0� — { 620 PVC INSIDE AND OUT _ I HORIZ.SLIDER N — MIN.EMBEDMENT SEALANT BEHIND SEE'IABLE 1 NON-IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM aQeo PERIMETER SEALANT w PERIMETER SEALANT Q000 BY INSTALLER BY INSTALLER INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR Y SEALANT BEHIND SEE TABLE 1 m NGE BY INSTALLER HIND U)INSTALLATION ANCHOR FIN BY INSTA Z SEE TABLE 1 KB1 HORIZONTAL SECTIONJ HORIZONTAL SECTION O 6 TYPICAL JAMB ANCHORAGE �J TYPICAL FIN ANCHORAGE EO HEAD AND SILL SIMILAR FOR FIN INS-FALL ATION Z W O 2 NOTE:ADDITIONAL THRU-FRAME ANCHORS a (AS SHOWN IN DET.A/6)REQ'D AT MTG RAIL, v SEE SHEET 5 ANCHOR LAYOUT. LU 0 0 SEALANT BEHIND — 1/4"MAX.SHIM Z FLANGE BY INSTALLER (� O ,Priv RE PERIMETER SEALANT 0 MIN.EMBEDMENT BY INSTALLER INS DE AND OUT SEE TABLE 1 :• No 58201 -P SUBSTRATE SUBSTRATE BY OTHERS SEE TABLE 1 MIN.EDGE DIST. SEE TABLE 1 '9 S STATE OF ;<[!� SEALANT UNDER SCREW A VERTICAL SECTION 0`��'�,<p q 1 D✓'�_�� HEAD BY INSTALLER 6 TYPICAL SILL ANCHORAG �o '•�,SSjONAL�N�.�` �4hRuu�►�� i TABLE 1:APPROVED INSTALLATION FASTENERS 4/27/2015 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1. 1-1/8" FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. F NGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 F GE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1° INSIDE AND OUT PH.941-380-1574 �� HORIZONTAL SEC110N FLANGE HOLLOW or GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" s BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPGON 1-3/8" 7/8" SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION OR ELCO ULTRACON INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" EMK 04/22/15 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-1059 PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 12 60F6 7/15/2019 Florida Building Code Online .t SCIS Home ! Log In User Registration j Hot Topics 1 Submit Surcharge Stats&Facts ! Publications i Contact Us I BCIS Site Map Links Search a n a»iiProduct Approval USER:Public User dbpr w-re i�.•$t� Product Approval Menu>Product or Application Search>Application List Search Criteria Refine Search Code Version 2017 FL# 17234.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# i Type Manufacturer Validated By I Status L17234-R5 Revision Custom Window Systems Inc. Steven M. Urich,PE Approved History FL#: FL17234.1 (717)317-8454 !I Model:SH-610 Vinyl Single Hung Description:SH-610 Vinyl Single Hung, Non-Impact,53 1/8"x 76" Category:Windows Subcategory:Single Hung -Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cop�Lright 2007-2013 State of Florida.::Priv cy Statement::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: W RE M Credit Card Safe https://www.floridabuilding.org/pr/pr app_lst.aspx 1/1 SINGLE HUNG _ NON-IMPACT GENERAL NOTES, 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 SHEET 3) WWW.CWs.CC 54 3/8° 54 3/8" 3.CONFIGURATIONS:"O/X". FLANGE WIDTH FLANGE WIDTH 4.DESIGN PRESSURE RATING(SEE SHEET 2): 610 PVC 53 1/8° 531/8" NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE SINGLE HUNG MAX UNIT WIDTH MAX UNIT WIDTH AND GLASS TABLES ASTM E-1300.04. NONIMPACT 49 1/16" 49 1/16" — POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, GLASS DLO GLASS DLO WATER INFILTRATION TEST PRESSURE AND GLASS Ti TABLES ASTM E-1300-04. n n A 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT r BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE o a o 0 SHEET 7 FOR ANCHOR DETAILS. WINDLOAD DURATION - — FACTOR Cd=1.6 WAS USED FOR WOOD ANCHORy 771/4° -- -- 771/4" CALCULATIONS. w w w m FLANGE FLANGE -- HEIGHT HEIGHT6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT O Z O PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE = m O B O I B 423/16" DEBRIS REGION. r Ln 76" I GLASS DLO N Z > MAX 34 GLASS 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT w a w O LU LU HEIGHT ¢ UNIT 7s SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. ¢ a. 'L C MAX O EE UNIT 8.SERIES/MODEL DESIGNATION SH-610. ° U I 8 HEIGHT 0 3 o U 7 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: a z o C X=OPERABLE SASH,O=FIXED SASH V m ¢ O �( 7 / 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A �IIIIII Z 371/4" /� I I D7 SIMILAR LOCATION.AX MF ♦♦♦��PNUREy��T�� 301/8" X 273/16" ♦ 5 �/ SASH I I MAX GLASS DLO 11•EXTERNAL W EEP SLOT=1/4 x 1-1/2"LOCATED 5"FROM ♦`OP:`\O E N S6;Qy'� HEIGHT SASH BOTH ENDS. :J: '•c� 11 I 34 5/16" GLASS ULO v t No 58201 :A ZL� D HEIGHT =*; Lucas A.Turner = I 2016-02-23 ; ; STATE of :4* A fJ I ii'C••A' P'�♦♦ 7 D I GLASS DLO 09:29-05:00 �ii�iS• O R I O.rG�♦.♦ C 4915(16" i��IS;ON A;ECV`♦♦ A MAX SASH WIDTH 47" GLASS DLO ORIEL 2/23/2016 49 LUCAS A.TURNER,P.E. MAX SASHSH W WIDTH FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380.1574 SHEET DESCHIPI ION: AL NOTES TABLE OF CONTENTS CONFIG. MAX. UNIT EXTERNAL SIZE REINFORCEMENT DESIGN PRESSURE RATING IMPACT RATING GENELEVATIIONSAND GENERAL NOTES&ELEVATIONS.....) DRAWN BY: DATE: DP CHARTS..........................................2 4E 37"x 76" NONE ADE 08/09/14 GLAZING DETAILS...............................3 SEE COMPARATIVE N: SECTION VIEWS..................................4 EQUAL NONE DWG REV.: EXTRUSIONS&B.O.M.........................5 53-1/8 x 76" 2011 ANALYSIS CHART, SHEET CWS-935 C ANCHOR SCHEDULE&NOTES..........6 5 HI ORIEL SCALE: INSTALLATION DETAIL.......................7 • SHEET ONLY REQUIRED WITH H-6137 FIXED MEETING RAIL&SCREW-ON INTERLOCK,S-2001-SEE SHEET 4 FOR DETAILS. 1:20 1 OF 7 Design Pressures(PSF)for Equal Split Configuration with Glass Types A,B,C,or D Unit_ Unit i the in. Heights in. 23 1/2 7 112 29 1/2 31 1/2 35 1/2 111L 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 WINDOW SYSTEMS LpL(,(Lj 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 1900 SW 44TH AVE. OCALA39 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 www. FLORIDA 34474 www. FLORIDA 41 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/-73.1 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/-73.4 +50.0/-70.6 6�Q PVC 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 s1 1/z +so.o/-7s.o +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +so.o/-7s.o +so.o/-7s.o +so.o/7s.o +so.o/-7z.7 +so.o/-6s.z +sD.D/-6z.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- +50.0/-75.0 +50.0/-75.0 +50.0/-71.0 +50.0/-63.6 +50.0/-61.0 NON-IMPACT 55 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/-69.5 +50.0/-62.1 +50,0/-59.5 _ 59 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/-66.8 +50.0/-59.5 +50.0/-57.0 D Ln LO 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 ^ F- 65 1/2 +50.0/-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 o a o o_ 67 1/2 +50.0/-69.8 +50.0/-65.6 +50.0/-64.4 +50.0/-63.7 +50.0/-63.4 +50.0/-63.4 +50.0/-63.4 +50.0/-63.4 +50.0/-62.7 +50.0/-55.5 +50.0/-53.0 `1 Y Y 71 1/2 +50.0/-64.0 +50.0/-59.7 +50.0/-58.3 +50.0/-57.3 +50.0/-56.5 +50.0/-56.5 +50.0/-56.5 +50.0/-56.5 +50.0/-56.5 +50.0/-53.9 +50.0/-51.5 w w w m 74 3/4 +50.0/-59.9 +50.0/-55.6 +50.0/-54.1 +50.0/-53.0 +50.0/-51.8 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-50.4 Z 76 +50.0/-58.5 +50.0/-54.1 +50.0/-52.6 +50.0/-51.5 +50.0/-50.2 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 J m O rn a rn N Z > J ¢ O w Design Pressures(PSF)for Oriel Configuration with Glass Types A,B,C,or Din the Sash,and Glass Types C or Din the FixedLu o W U Unit Unit Widths(in.) o w a w Heights(in.) 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 a Z 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 U m ¢ z 41 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/-74.2 +50.0/-71.3Ot 1OREW,T��,4 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 +50.0/-68.9 �`VQo'��E N SF GPti'. 47 1/2 P+50.0/-53.6 -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/-74.8 +50.0/-67.2 +50.0/-64.6 Q' No 58201 :�- 51 1/2 -69.0 +50.0/-68.4 +50.0/-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 -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 ^ o rc 9 5 STATE OF ,4r.` 55 1/2 -60.3 +50.0/-58.9 +50.0/-58.9 +50.0/-58.9 +50.0/-57.6 +50.0/-56.1 +50.0/-55.7 +50.0/-55.6 +50.0/-55.6 +50.0/-55.6 +50.0/-55.6 %O ��u 59 1/2 +50.0/-51.6 +50.0/-51.3 +50.0/-51.3 +50.0/-51.3 +50.0/-51.0 +50.0/-50.5 +50.0/-50.1 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 ' F ,O R 163 1/2 . -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 ,'��•SSiONA 65 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/-50.0 +50.0/-50.0 +50.0/-50.0 +50,0/-50.0 �Z 67 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/-50.0 +50.0/-50.0 +50.0/=50.0 +50.0/-50.0 71 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/-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 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-5D.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 LUCAS A.TURNER,P.E. 76 +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/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCHIPIION: DESIGN PRESSURE CHARTS DRAWN BY: DATE: ADE 08/09/14 DWG#: W. NOTE: CWS-935 C IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. SCALE: SHEET 1:1 2OF7 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 610 PVC SINGLE HUNG NON-IMPACT o n r� 1ii ]T]]. a o ❑ `1 Y `S 222j_ W W W m —7/8"OVERALL 7/8"OVERALL —7/8"OVERALL 7/8"OVERALL (n U z 1/8'ANNEALED 1/8'TEMPERED 3/16"ANNEALED 3/16"TEMPERED J LL O J P (n 5/8""AIR SPACE 5/8°AIR SPACE 1/2"AIR SPACE 1/2"AIRSPACE ro N Z 1/8"ANNEALED 1/8"TEMPERED W 3/16"ANNEALED 3/16"TEMPERED W ¢ a 0 w SIKAFLEX 552 OR SIKAFLEX 552 OR 0 2 o D: 46 pURFECT GLAZE°H'. SIKAFLEX 552 OR 46 SIKAFLEX 552 OR W ¢ U 46 PURFECT GLAZE"H" PURFECT GLAZE"H" 46 PURFECf GLAZE"H" o a w a z ❑ 5/8'GLASS BITE 5/6"GLASS BITE 5/8"GLASS BITE 5/e"GLASS BITE V m ¢ O p A ... '�:• No 58201 :�-P :O�• STATE OF 00 CC'•C O F1 GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D '14f If g t I00 2/23/2016 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIP11ON: GLAZING DETAILS DRAWN BY: DATE: ADE 08/09/14 DWG#: HEV.: —' CWS-935 C SCALE: SHEET 1:1 3OF7 WINDOW SYSTEMS 1900 SW 44TH AVE. 2 14 4 1 9 3 13 2 OCALA,FLORIDA 34474 A6 www.cws.cc 0 3a 610 PVC SINGLE HUNG L:l � a NON-IMPACT o17 9 00� - _ Rl o n n ui 8 o a o O 9 8 35 33 3 10 Y Y Y SECTION B-B w w w m U) NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, U Z RIGHT SIDE SHOWS SASH SECTION VIEW. J m O o (n 49 48 ° N Z 7 J ¢ O W 6 3 17 fl w a¢ acc F Q a w ¢ W 1 r fTl a z ❑ ❑ •1 24 INTERIOR 4 'L_�J V m ¢ O D u JI •sD 7 43 f l fil rill/ ORE1%, f { l� �� P 5 l� �� 3 �� \GENS•;L•Q�i 6 23 18 20 33 I I 1 N9 58207 1� f'I a L r�" % STATE OF iW IlL A' 31 CJ�❑ i; 44 pl4sIONp,E��`�� a rr1 F I Ili 0 2/23/2016 17 2 �- r�8 32 Y 32 12 15 f -' `•_ 4gSECTION D-D LUCASP.E. FL PE#58201 11 DEEP POCKET UNI-FRAME 4 1239 JABARA AVE. 0 3 NORTH PORT,FL 34288 p�� 3 -=a 2 PH.941574 8 SHEET DESCRIPTION:10N NOTES: I u FIN FRAME AVAILABLE FOR BOTH UNI-FRAME SECTION VIEWS AND STANDARD FRAME TYPES. SECTION A-A SECTION C-C 880 BALANCERS AND DEEP POCKET UNI-FRAME DRAWN BY: --DATE:-- ALTERNATE HD MEETING RAIL (H-6193)REQUIRED FOR LARGER SASHES.(NOT ADE 08/09/14 AND UNI-FRAME SHOWN IN SECTION B-B) DWG p: REV.[ •EXTERNAL REINFORCEMENT REQUIRED ON UNIT WIDTHS OVER 37"WITH THE H-6137 CWS-935 C FIXED MEETING RAIL AND SCREW-ON INTERLOCK, SCALE: SHEET NOTE:ITEMS NOT SHOWN FOR CLARITY:38-41 S-2001. 1:2 4 E 7 ITEM PART IDESCRIPTION MATERIAL VENDOR 37/16" 31/2"- -{ FRAME CORNER CONSTRUCTION /57 �® � 1 H-6125 HEAD OUTERFRAME PVC ATN ❑ 9/18" 1 3/16" 2 H-6125 JAMBS OUTERFRAME PVC ATN 3 WINDOW SYSTEMS 3 H-6126 SI OUTERFRAME PVC ATN 1 21/16 23/8" 4 W6132 SASH SIDE RAIL PVC ATN l J OCALA,FLORIDA 34474 1900 SW 44TH AVE. 5 H-6137 SASH BOTTOM METING AI PVC ATN 1/18" WWW.CWS.CC 6 H-6137 FIXED MEETING RAIL PVC ATN g/18" 37/8" 7 H-6138 SASH TOP RAIL PVC ATN p� pa� REINF.SSR HD 8 5-6141 GLAZING BEAD PVC ATN n � 5-2006 CORNER WELD(ALL SIDES1:8 ) G�O PVC 9 5-6142 SASH STOP PVC ATN ° 3/4" SINGLE HUNG lU 5-6143 SCREEN ADAPTOR PVC ATN 11 P-5085 WSTP QLON BULB VINYL AMESBURY 20 NON-IMPACT 12 P-5086 WSTP,QLON BULB VINYL AMESBURY PVC FRAME HEAD&JAMB 13116" 13 IBALANCERS-CONSTANT FORCE RT 562CALDWELL H-6125 PVC FRAME SILL 050" 14 P-5392 SASH TILT LATCH NYLON CALDWELL H-6126 r 15 P-5393 PIVOTCARRIER NYLON CALDWELL INTERLOCK o n 16 P-5396 PIVOT BAR 55 CALDWELL S-2001 -TT 0 61 m <O 17 P•3515 NSx58PHIL FLAT WHITE SIMS STEEL FASTENAL 6/16" 8 5176"—I x { 3Eu�;p Y Y Y ll� FIXED TOGETfING HAIL w w Lu cn 18 P-4146 p8 K 3 4 PHIL FIAT tek STEEL FASTENAL L w w w m 15/16" .050" 9 6/ SCREW ED TOGETHER WITH 19 P-3028 SETTING BLOCK RUBBER FRANK LOWE 7— OUTERFRAME 111 20 S-2001 INTERLOCK RAIL ALUM ASCEND L I 074" LD 21 5-2006 REINF PVC GLAZING BEAD SASH SIDE RAIL,HD ALUM ASCEND 1.8 J m J Q to 22 5-2D07 REINF PVC SASH STOP PVC SCREEN ADAPTOR BOTTOM RAIL ALUM ASCEND 5-6141 w N Z LU S-6138 23 5-2008 REINF FMR ALUM ASCEND 5-6143 w ¢ a O ¢ 24 S-2009 REINF TOP RAIL ALUM ASCEND 1lns• 21/8.. 17/16" rt ans" p 0 o a 25 S-2011 REINF,EXTERNAL ALUM ASCEND _ I W Q U 26 P-5388 LOCKS NYLON LAWRENCE 4 1 6 7 0 3 < m 27 P-5389 KEEPERS NYLON LAWRENCE � 5 � Q Z n p 28 P-4779 WEEP COVER NYLON M&M 17/16" 17/16" 17/8" 17/16" :. 1116" I 1/16�� I 1/16" -1/16" U m Q O 29 P-5397 FMR ENDCAP NYLON M&M L L IL 30 1 PVC I 31 P-5400 HOTMEL MR REINF. SILICONE TE�USEALLAST!CS PVC SIDE RAIL PVC SASH BTM RAIL PVC SASH FMR PVC SASH TOP RAIL ��`S,PNpREJA, "o,'�. 32 P-3305 WSTP..270X187 SOFTTOUCH FIN ULTRAFAB H-6132 H-6136 H-6137 H-6138 ��`OP;�.10ENs ..�p��/ 33 P-5425 WSTP .200 X 5/8"X 5/8"DUST PLUG ULTRAFAB J l •. 34 P-5390 I HOLE PLUG NYLON No 58201 :-P 1 3116` 1 5/16" �. . 35 GLASS SEE SHEET2 � 9116" r13n 6" 3/8" 9/16" 9/16" 35 GLASS SEESHE 2PHIL IRUSS tek STEEL FASTENAL 23 1 25 �¢� P-3218 SCREEN FRAME ALUM FLA SCREEN 22 7/8" 116" 24 t STATE OF- 37 •111+ 38 P-4754 SCREEN CORNER KEY NYLON FIA SCREEN 1)16" ,�iO�•"'�.,! OP' �� 40 P-3029 SCREEN LIFTS 39 P-32 2.8 1 SCREEN SPLI E DAPA SUMMIT REINF.BTM RAIL REINF.FMR tns" REINF.TOP RAIL REINF.EXTERNAL ,�t%1'NA'�E��`�,`` S-2007 S-2008 S-2009 S-2011 y� 41 P-3033 ISCREEN SPRINGS FLASCREEN 42 BALANCERS-CONSTANT FORCE RT 880 3 7/16" 1 11/18 2/23/2016 43 H-6157 HD FIXED MEETING RAIL PVC VISION 44 H-6193 I UNI-FRAME 880 BALANCERS PVC VISION a —1 13/16" I 1 5/1LUCAS A.TURNER,P.E. 45 H-2115 REINF,HD FMa R ALUM KEYMARK s 6" "1 FL PE#58201 46 S-6216 UNI-FRAMESILL POCKET INSERT PVC VISION 461239 JABARA AVE. 21/16" 2 1/8" Ear4.3 � a NORTHPORT,FL 34288 47 5-6217 UNI-FRAMESCREEN RETAI NER PVC VISION 1116• 11/8` 1/16° 13/16"48 P-3783 LOCKS IMPACF SFEEL INTERLOCK 3 9/16• � L 1/16• PH.941-380-1574 49 P-3784 KEEPERS IMPACT' STEEL INTERLOCK � �o SHEET DESCRIPTION: u PVC SILL POCKET INSERT REINF.HD FMR ° S-6216 PVC HD FMR H-2115 BOM AND EXTRUSIONS H-6157 6005A-T5 DRAWN BY: DATE: 5s" a7 ADE 08/09/14 PVC FRAME 1116" DWG#: REV. H-6193 7116 CWS-935 C PVC SCREEN RETAINER SCALE: -- SHEET NOTE:ALL EXTRUSIONS ARE ALUM.6063-T6 UNLESS OTHERWISE NOTED. S-6217 1:2 5 OF 7 MIDPOINT @ WIDTHS OVER 37" WINDOW D W S 5T MS• 6"MAX.(I"YP.)- 4°MAX.(TYP.) 8°MAX.O.C.(TYP.) 1900 SW 44TH AVE. OCALA,FLORIDA 34474 6"MAX.(TYP.)- SEE NOTE 2 4"MAX.(TYP.) SEE NOTE 2 W W W.CWS.CC 610 PVC SINGLE HUNG 8° MAX.O.C. NON-IMPACT O (TYP.) O 141/2" MAX.O.C. o n n Iii (TYP.) o a o 0 INSTALLATION w w w m ANCHORS(TYP.) W 3°(TYP.) m O 3"(TYP.) LL Ln INSTALLATION w < ¢ O cr w ANCHORS(TYP.) o a C3 r ¢ ¢ z n O V m Q O Z ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) [NO SILL ANCHORS REQUIRED] %% J: No 58201 ,•:S� NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. �44FS 0 R 10.•'Cj�,.` 'L.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. x 7- 3. 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#58201 RAA 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 SHEET DESCRIPI[ON: 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 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: B.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. DWG a: REV.: 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/WDMA250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET 1,20 6OF7 MIN.EMBEDMENT SUBSTRATE 11 TJfI(Ca //J)TY(SI• TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OTHERSV(511p11(Y141�1111(1' MIN.EDGE DIST. 1/4"MAX.SHIM _ SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS SEE TABLE 1 SEE TABLE 1 BY OTHERS OCA A,FLORIDA TH AVE. SUBSTRATE BY OTHERS- 1/4"MAX.SHIM SEE'fABLE 1 Ww CWS.CC 34474 7-1 SEE TABLE 1 — O MIN.]EDGE DIST. SEE TABLE 1 PERIMETER SEALANT SEE TABLE EMBEDMENT INSTALLATION ANCHOR —— } 610 PVC BY INSTALLER SEE TABLE 1SINGLE HUNG INSIDE AND OUT p D SEALANT BEHIND �❑ a SEE TABLE EMBEDMENT NON-IMPACT FLANGE BY INSTALLER L 1/4"MAX.SHIM n II--�1 SEALANT S n I� w PERIMETER F1 ull PERIMETER SEALANT Q000 BY INSTALLER o a o BY INSTALLER INSIDE AND OUT INS DE AND OUT INSTALLAT ION ANCHOR Y Y Y SEE TABLE 1 w w w m SEALANT BEHIND w w W m FLANGE BY INSTALLER SEALANT BEHIND - - D7 INSTALLATION ANCHOR \ FIN BY INSTALLER O Z SEE TABLE 1 B HORIZONTAL SECTION (�C ` HORIZONTAL SECTION u 0 7 TYPICAL JAMB ANCHORAGE TYPICAL FIN ANCHORAGE N v st) HEAD AND SILL SIMILAR FOR FIN INSTALLATION 'o N Z > W —CONTINUOUS DBL 1/4"BEAD OF SEALANT w ¢ a O 0= AROUND PERIMETER Ou ALL INDICATED ¢ O G. POINTS BETWEEN FRAME AND SUBSTRATE 0 ¢ BY INSTALLER w 3 o In Q � w a z o —1/4°MAX.SHIM V m Q O SEALANT BEHIND FLANGE BY INSTALLER ``�%%��P�pRE�I,T�d�� PERIMETER SEALANT S `�ENSF G�2 BY INSTALLER v: No 58201 ,E`S'P INSIDE AND OUT -*; SUBSTRATE BY OTHERS iv1239 � ,SEE TABLET VERTICAL SECTION 13'. STATE OFTYPICAL SILL ANCHORAGENO SILL ANCHOflS REQUIRED �� O R IOP%y;ss/ONA�TABLE 1:APPROVED INSTALLATION FASTENERS2I23I2016 PYWAF,TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST.FLANGE CONCRETE(2.0 KSI MIN.) 3/16"RW TAPCON V, 1-1/8" LUCAS A.TURNER,P.E. FL PE#58201 F GE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"RW TAPCON 1" 2" PERIMETER SEALANT JABARA AVE. LANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" 1" BY INSTALLER NORTH PORT,FL 34288 FL E GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1.1/4" 2.1/2" INSIDE AND OUT PH.941-380-1574 D HORIZONTAL SECTION 3/16"FTW TAPCON7 BOX FRAME INSTALLATION SHEET DESCRIP110N: --- FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8"' 7/8 SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" INSTALLATION DETAILS 16 GAUGE060"0. . D FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, GAUGE(0.060")MINSTEEL STUD #10-16 HILTI KW IK-FLEXOR ITW FULL THREAD DRAWN BY: DATE: -- FLANGE 7/16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" ADE 08/09/14 1/6"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD FLANGE 7/18" -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG W: HEV.: - 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-935 C FIN 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. SCALE: SHEET NOTE:UNIF-FRAME OPTIONS NOT SHOWN. 1.2 7 OF 7 7/15/2019 Florida Building Code Online if BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us SCIS Site Map i Links i,•Search ddd a OW-%r lm Product Approval € USER:Public User J:pYr"•, Aa', Product Approval Menu>Product or Application Search>Application List B. N • e• Search Criteria Refine Search Code Version 2017 FL# 17355.2 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Type Manufacturer Validated By Status FL1.7355-RD Revision Custom Window Systems Inc. Steven M. Urich,PE Approved HiMo r y FL#:FL17355.2 (717)317-8454 Model: HS-620 Vinyl Horizontal Slider XOX 1 Description: HS-620 Vinyl Horizontal Slider,XOX, Non-impact. fCategory:Windows I Subcategory: Horizontal Slider -Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.C. oo�Lnght 2007-20.13 State of Florida.::PrivacyStatement::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- 99 M Credit Card Safe hUps://www.floridabuilding.org/pr/pr_app_lst.aspx 111 GENERAL NOTES: HORIZONTAL SLIDER - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1800 SW 44TH AVE. EDITION. OCALA,FLORIDA 34474 1121/4"FLANGE WIDTH - 2.GLAZING OPTIONS: SEE SHEET 2 WWW.CWS.CC 111'MAX.UNIT WIDTH ( ) 3611/16" MAX.SASH WIDTH 3611/16" 3.CONFIGURATIONS:"XOX". MAX.SASH WIDTH 620 PVC 32 3/4"GLASS DLO 32 3/4"GLASS DLO 4.DESIGN PRESSURE RATING: A GLASS DESIGN ED3 OA BASED ON,TESTED PRESSURE AND HORIZ.SLIDER -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER NON-IMPACT INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 641/4" 6j FLANGE 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED HEIGHT IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR o 63" DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR B B MAX. WOOD ANCHOR CALCULATIONS. y UNIT m X O X I B 58 7/8"HEGHT 6.NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE to LDG MAX. SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. z0 SASH 9 HEIGHT 7.ALL FRAMES AND VENTS FULLY WELDED. 16" Z W ,.tom SS 8.SERIES/MODEL DESIGNATION HS-620. 0 Ci a 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X=OPERABLE SASH,0=FIXED SASH 0 A C AW 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR 6 " 1/3-1/3-1/3 1121/4"FLANGE WIDTH LOCATION. p z 111°MAX.UNIT WIDTH 11.EXTERNAL WEEP SLOT=5/16"x 2-1/8"LOCATED 4-1/2"FROM 281/8^ BOTH ENDS. REt1, T��Oi 53 3/4°MAX.SASH WIDTH MAX.SASH E N g'•GHQ WIDTH `C G �. F'•,? 49 13/16"GLASS DLO 241/4" _ J,�• No 58201 •.�'P t GLASS DLO Lucas A.Turner '*' • s r 2015-06-09 641/4" 10:07-04:00 9��.•FTATE OF :��/ FLANGE �.p HEIGHT ........ ��FS 63° �isf#III NA ts%0 MAX. UNIT �Z HEGHT X Q X 58 7/8" 6/8/2015 MAX. SASH LUCAS A.TURNER,P.E. HEIGHT FL PE#58201 551/16 1239 JABARA AVE. GLASS NORTH PORT,FL 34288 a DLO PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND 1/4-1/2-1/4 ELEVATIONS TABLE OF CONTENTS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....1NFIG. MAX. UMTSIZE DESIGN PRESSURE RATING IMPACT RATING EMK 06/02/15 DP CHARTS&GLAZING DETAIL........2 DWG e: REV.:— SECTION VIEWS..................................3 OX 1/4-1/2-1/4 SEE COMPARATIVE ANALYSIS EXTRUSIONS&B.O.M.........................4 111'X63" NONE CwS-1067 ANCHOR SCHEDULE&NOTES..........5 XOX 1/3-1/3-1/3 CHART, SHEET 2 SCALE: SHEET INSTALLATION DETAILS.....................6 1.25 1 OF 6 DESIGN PRESSURES FOR 1/3-1/3-1/3 CONFIGURATION WITH GLASS TYPE A OR B IN OPERABLE AND FIXED SASH Unit Unit Height (/ fil1R9/�®7'ifl m Width 171/2 231/2 29 1/2 35 1/2 411/2 471/2 531/2 59 1/2 63 WINDOW SYSTEMS 531/2 +50.0/-75.0 +50.0/-75.0 +50.01-75.0 +50.01-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 1900 SW 44TH AVE. 59 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 OCALA,FLORIDA 34474 65 112 +50.0/-75.0 +50.0/-75.0 +50.01-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75. +50.0/-74.0 +50.0/-71.3 W W W.CW S.CC 71 112 +50.0/-75.0 +50.0/-75.0 +50.01-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-68.6 +50.01-64.5 771/2 +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/-67.1 +50.0/-61.4 6,10 PVC 83 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.01-75.0 +50.0/-75.0 +50.0/-74.7 +50.0/-64.9 +50.0/-60.3 891/2 +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/-71.5 +50.0/-61.9 +50.0/-57.4 HORIZ.SLIDER +50.0/-75.0 +50.0/-72.5 +50.0 1-67.9 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-59.3 NON-IMPACT 101 1 +50.0/-75.0 +50.0/-65.9 +50.0/-60.8 +50.0/-59.8 +50.0/-59.8 +50.0/-59.8 +50.0/-59.8 +50.0/-57.1 8 111 +50.0/-69.2 +50.0/-57.7 +50.0/-52.1 +50.0/-50.1 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 di DESIGN PRESSURES FOR 1/4-1/2-1/4 CONFIGURATION WITH GLASS TYPE A OR B IN OPERABLE SASH,GLASS TYPE B IN FIXED SASH Unit Unit Height Width 171/2 231/2 29112 351/2 411/2 471/2 53112 591/2 63 531/2 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.01-67.5 +50.0/-67.5 +50.01-67.5 +50.0/-67.5 +50.0/-67.5 m 59 112 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-66.2 Z 651/2 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-66.3 +50.0/-61.6 O 71 1/2 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-62.5 +50.0/-57.9 L0 771/2 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-59.3 +50.0/-54.9 w 0 CC 831/2 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.01-66.1 +50.0/-56.7 +50.0/-52.3 891/2 +50.0/-67.5 +50.01-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.01-67.5 +50.0/-63.8 +50.0/-54.5 +50.0/-50.2 n 95 1/2 +50.0/-65.5 +50.0/-60.8 +50.0/-60.8 +50.0/-60.8 +50.0/-60.8 +50.0/-60.8 +50.0/-60.8 +50.0/-52.7 +48.4/-48.4 U 101 1/2 +50.0/-59.6 +50.0/-54.1 +50.0/-53.8 +50.0/-53.8 +50.0/-53.8 +50.0/-53.8 +50.0/-53.8 +50.0/-51.2 +46.9/-46.9 w 111 +50.0!-52.1 +46.1/-46.1 +45.0/-45.0 +45.0/-45.0 +45.0/-15.0 +45.0/-45.0 +45.0/-45.0 +45.0/-45.0 +45.0/-45.0 NOTE:GLASS TYPE B REQ'D FOR FIXED SASH WIDTHS LARGER THAN 36-11/16" 0z 7/8"OVERALL 7/8"OVERALL ,,��`Pp1DREW -1/8"ANNEALED or TEMPERED 3/16"ANNEALED or TEMPERED ,�JGPy•4�GEAiSFG�Q?iL 9/16"AIRSPACE 7/16"AIRSPACE No 58201 •%--Ptz $ 1/8"ANNEALED or TEMPERED 3/16"ANNEALED or TEMPERED *: # '* :90S STATE OF ;&J14 z� 5/8"GLASS BITE 5/8"GLASS SITE 6/8/2015 LUCAS A.TURNER,P.E. I If FL PE#58201 1239 JABARA AVE. r'�Hj NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: DP CHARTS AND GLAZING DETAILS DRAWN BY: DATE: GLASS TYPE A GLASS TYPE B EMK 06/02/15 DWG#: REV.: CWS-1067 NOTE:IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. BCALE: SHEET 1:1 2 0F 6 1 18 23 11 26 3 2 13 INTERIOR Doug®m WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 14 00 620 PVC 35 8 , 0 5 0 HORIZ.SLIDER NON-IMPACT e� 21 419di _ ■ _ _ Qe m 9 19 31 QSECTION VIEW B-8 Z 0 9 ® 11 Z W 3 O 2 3 � a 4 U 4 Q 33 W 19 O Z ,1,11111filil" INTERIOR �.�VP�'•��G E N SF GPy�� No 58201 'n?1 �3 :.9Ot STATE OF 33 C34 a Z� C% 32 6/8/2015 111 20 t LUCAS A.TURNER,P.E. FL PE#58201 z9 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 17 p O p O❑ SHEET DESCRIPTION: 0 o SECTION VIEWS 0 0 SECTION VEW A-A DRAWN BY: DATE: EMK 06/02/15 SECTION VIEW C•C DWG#: REV.: ALTERNATE FIN FRAME CWS_1067 - SCALE: SHEET 1:2 3OF6 PARTS LIST ITEM PART DESCRIPTION MATERIAL VENDORCORNER CONSTRUCTION 1 H-6127 MAIN FRAME PVC ATN 41/8" --i �iyLsn�J�® •I](11�Jj 2 H-6135 SASH INTERLOCK RAIL,INT.PANEL PVC ATN I WINDOW SYSTEMS S�/I 3 H-6139 SASH DRAW RAIL PVC ATN 1 1900 SW 44TH AVE. 4 H-6140 SASH TOP/BTM RAIL PVC ATN a 1 1/2" OCALA,FLORIDA 34474 5 H-6140 SASH INTERLOCK RAIL,EXT.PANEL PVC ATN W W W.CWS.CC 6 P-3028 SETTING BLOCK,1/8"x 7/8"x 2" FRANK LOWE 4 5 7 P-3029 SCREEN LIFTTABS STEEL SUMMIT 1116" 620 PVC 8 P-3033 SCREEN SPRINGS STEEL FLA SCREEN a 1/8" t 15/16' CORNER WELD 1/16" ALL SIDES HORIZ.SLIDER 9 P-3218 SCREEN FRAME ALUM FLA SCREEN 10 P-3228 SCREEN SPLINE DAPA o L NON-IMPACT 11 P-3305 WTSP.,0.187"x 0.270"SOFT FIN AMESBURY 12 P-3511 #8-18 x 0.625"PN PH TEK#2 POINT ZP STEEL FASTENAL 4-1" 13 P-3783 IMPACT SASH LOCK INTERLOCK 6i 14 P-3784 KEEPER INTERLOCK 15 P-4146 #8-18 x 0.750"FH PH#2 POINT TEK ZP STEEL FASTENAL PVC MAIN FRAME-H-6127 PVC TOP/BTM RAIL-H-6140 ¢o 16 P-4754 SCREEN CORNER KEY NYLON FLA SCREEN 17 P-5450 JUMBO WEEP COVER ASSY NYLON ASHLAND 1 11/1s" 21/8" m 18 P-5421 0.625"HOLE PLUG NYLON HEYCO .050" Cl) 19 P-3511 #8-18 x 0.625"SO PH TEK#2 POINT ZP STEEL FASTENAL 7/161.— f 5/1s" ZO 20 P-5428 ROLLER ASSY AMESBURY 1/16" 1/16" 1 fns^ a1 21 P-5429 EXTERIOR TRACK FILLER INSERT PVC TEAM PLASTICS 1 15/16" 1 15/16" 1 3/16" 2a 15/16" 33 z > 23 P-5436 JAMB BUMPER RUBBER MINOR RUBBERD 2 D + O 3 24 P-5451 T BLOCK,FIXED SASH NYLON � 25 P-5448 #8 x 1.50"PN PH#2 POINT TEK ZP STEEL FASTENAL ¢ 26 5-2004 REINF.,SIDE RAIL ALUM ASCEND PVC INTERLOCK RAIL-H-6135 PVC DRAW RAIL-6139 ALUM INTERLOCK-S-2029 PVC GLAZING BEAD-S-6141 w 27 S-2005 REINF.,MEETING RAIL,INT.PANEL ALUM ASCEND p 28 S-2029 INTERLOCK ADAPTOR ALUM ASCEND t .: 29 S-2030 ROLLER TRACK ALUM ASCEND O z 31 S-2043 REINF.,MEETING RAIL,EXT.PANEL ALUM I KEYMARK 1 1/76" t 1/16" 15/16" 15/16" ,�1,1�1REVJ el 32 5-2044 REINF.,TOP/BOTTOM RAIL ALUM ASCEND '� 1 5/16" �%%� p10RE4y ci, 33 S-6141 0.875"GLAZING BEAD PVC ATN 1 �0 P,.••••••. TL SF.:Q2�: 34 GLASS SEE SHEET2 1 5/16" 31 1 1/16" 1 1/16" 27 1 1/16" :J; •Cn 35 DOW CORNING 1199 SILICONE E6 No 58201 :7� 36 PURFECT GLAZE"H",SIKAFLEX552 SILICONE HENKEL/SIKA + 1/16" J =k' .093" 1/16" LINE ITEMS NOT USED: ALUM REINF.-S-2043 ALUM REINF.-S-2044 ALUM REINF.-S-2005 ALUM REINF.-S-2004 9: STATE. OF :� 22,30 fL:j h—2 5/16" O�f�`5;�.� 21 s/8" 1 9/16° 13/16" 1/16" 29 f— 6/8/2015 O PVC TRACK FILLER-P-5429 ALUM ROLLER TRACK-S-2030 " LUCAS A.TURNER,P.E. 4FL PE#58201 ims 1239 JABARA AVE. NORTH PORT,FL 34288 O PH.941-380-1574 SHEET DESCRIPTION: O BOM AND EXTRUSIONS DRAWN BY: DATE: 1 1/4" 1 9/16" EMK 06/02/15 DWG ll: REV.: L 11 1 CWS-1067 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. FIXED PANEL"T"BLOCK SCALE: SHEET P-5451 1:2 4 OF 6 6"MAX.(TYP.) 14 1/2"MAX.O.C.(TYP.) IF 6"MAX.(TYP.) CENTERLINE TYP.)T q ANCHOR @ MTG �!(y(OW SYSTEMS n(`�j meq"(TYP.) (TYP.) WINDOW SYSTEMS I\�/I 1900 SW 44TH AVE. INSTALLATION OCALA,FLORIDA 34474 ANCHOR(TYP-) WWW.CWS.CC 4"MAX.(TYP.) 8"MAX.O.C.(TYP.) 4'THRU FRASEE NOTE 2 620 PVC ITME ANCHOR(TMP.) 1 HORIZ.SLIDER 4"MAX.(TYP.)� � � MAX.O.C. X Q X SEE NOTE 2 (TYP.) NON-IMPACT INSTALLATION ANCHOR(TMP.) 8.. G' MAX.O.C. (TYP.) X O X ANCHOR LAYOUT- FLAN m 1/3-1/3-1/3 Z O ANCHOR @ MTG RAIL Z W CENTERLINE(TVP.) 4"(TYP.) O w 6"MAX.(TYP.) -tII 13 1/4"MAX.O.C. 1= FT(TYP.) a 6"MAX.(TYP.) � U ANCH OUT- FIN _ U) 1/4-1/ 4a 1/3-1/3-1/3 w NOTE TH RAM ANC MTG RAIL INSTALLATION ANCHOR(TYP.) O _ Z 18" SEE NOTE 2 MAX.O.C. X O X ��VP�•��GEAiSF•,'QG (TMP') ? 'j No 58201 NOTES: '90tSTATE OF '"441 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 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH ANCHOR LAYOUT-(FLANGE) DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 1/4-1/2-1/2 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 6/8/2015 LUCAS A.TURNER,P.E. 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 FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT,FL 34288 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 PH.941-380-1574 SPECIFIED IN TABLE 1,SHEET 6. SHEET DESCRIPTION: 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 ANCHOR SCHEDULE AND OPTIONAL. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3-9/16"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN 9-Y 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. EMK 06/02/15Dw�u: REV.:SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-1067 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SHEET 5 OF 6 MIN.EMBEDMENT a �®m, SEE TABLE I -SUBSTRATE TYPICAL HEAD ANCHORAGE BY OTHERS MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS �— 1900 SW 44TH AVE. SEE TABLE 1 SEE TABLE 1 FBY OTHERS SUBSTRATE BY OTHERS 1/4"MAX.SHIM SEE TABLE 1 wWw.OCALAFLORIDA 34474 www.cws.cc – MIN.EDGE DIST. SEE TABLE 1 SEE TABLE 1 MIN.EMBEDMENT �- PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR BYINSTALLER SEE TABLE 1 620 PVC INSIDE AND OUT 0 HORIZ.SLIDER MIN.EMBEDMENT SEALANT BEHIND t oo SE 1 NON-IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM o0 aQee _ PERIMETER SEALANT H PERIMETER SEALANT Qeve BY INSTALLER a BYDE AND OUT INSIDE INSDE AND OUT INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 m Y INSTALLER SEALANT BEHIND U) INSTALLATION ANCHOR FIN BY INSTALLER Z SEE TABLE 1 rB'� HORIZONTAL SECTION �C1J HORIZONTAL SECTION O �6J TYPICAL JAMB ANCHORAGE 6/ TYPICAL FIN ANCHORAGE Lo HEAD AND SILL SIMILAR FOR FIN INSTALLATION z W O cc NOTE:ADDITIONAL THRU-FRAME ANCHORS a (AS SHOWN IN DET.A/6)REQ'D AT MTG RAIL, ¢ SEE SHEET 5 ANCHOR LAYOUT. w 0 0 SEALANT BEHIND 1/4"MAX.SHIM Z FLANGE BY INSTALLER p 0 ORE41 PERIMETER SEALANT MIN.EMBEDMENT GPG%.�- EN S$ BY INSTALLER SEE TABLE 1 �'J INS DE AND OUT �; No 58201 1� SUBSTRATE BY OTHERS � SEE TABLE I MIN.EDGE DIST. �'SI� STATE OF �Z SEALANT UNDER SCREW ('A� VERTICAL SECTION �♦�F .4 O q I.O P'Cj�=��, HEAD BY INSTALLER 6 TYPICAL SILL ANCHORAGE Do �'♦♦♦SfONA�11�?�`� z� TABLE 1:APPROVED INSTALLATION FASTENERS 6/8/2015 F PE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FL PE#58201 F G CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1" 1-1/8" —z 1239 JABARA AVE. F NG HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"RW TAPCON 1" 2" PERIMETER SEALANT— NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" BYNSTALLER PH,941-380-1574 INSIDE AND OUT HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-3/4" 2-1/2" s BOX FRAME INSTALLATION SHEET DESCRIPTION: -� FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON 1-3/8" 7!8" SIMILAR FOR HEAD AND SILL FOR BOX INSTALLATION OR ELCO ULTRACON INSTALLATION DETAILS FLANGE 12X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEX OR IlW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" EMK 06/02/15 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5SELF-TAPPING/ FULL THREAD MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG k: REV.: FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0REA 7116" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-1067 PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 6OF6 7/16/201q Florida Building Code Online BCIS Home Log In User Registration { Hot Topics i Submit Surcharge ! Stats&Facts Publications I Contact Us ;` BCIS Site Map• Links ) aSearch' Florida ®ter Product Approval - 1 USER,Public User Product Approval Menu>Product or Application Search>Application List>Application Detail • • FL# FL11964-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels 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 the Walter A.Tillit,Jr Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. ✓' Validation Checklist-Hardcopy Received Certificate of Independence FL11964 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17-097 CERTIFICATION OF INDEPENDENCE.PDF FL11964 R4 COI EASTERN METAL SUPPLY,INC DRAWING 17-089 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsxYleb4opODchXgaXPmSkBJJXaX6PJpjVBZizlpQE%2fOg%3d%3d 1/2. 7/16/2019 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 09/06/2017 Date Validated 10/14/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description S 0.050" Bertha Aluminum Storm Panel Corrugated aluminum Storm Panels retained or not by tracks to (2 inch)- Drawing number 17-097 provide hurricane protection. ID Limits of Use Installation Instructions Approved for use in HVHZ: No FL11964 R4 II EASTERN METAL SUPPLY,INC. DRAWING 17- Approved for use outside HVHZ:Yes 097 0.050 BERTHA ALUMINUM STORM PANEL.PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party:Yes Other:Large missile. Max,span is 13'-0"for+30,-30 p.s.f. Evaluation Reports ASD and 4'-0"for+90,-130 p.s.f.ASD for retained panels. See FL11964 R4 AE EASTERN METAL SUPPLY,INC. DRAWING sheet 2 of installation drawing for other spans and pressures. 17-097 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes 11964.2 24 Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to Panel(2 inch)-Drawing number 17- provide hurricane protection. 089 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11964 R4 II EASTERN METAL SUPPLY, INC DRAWING 17- Approved for use outside HVHZ:Yes 089 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL.PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile. Max, span is 9'-10"for+32.6,-32.6 Evaluation Reports p.s.f.ASD and 2'-8"for+58.0,-58.0 p.s.f.ASD See sheet 2 of FL11964 R4 AE EASTERN METAL SUPPLY,INC DRAWING 17- installation drawings for other spans and pressures. 089 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party: Yes Sack 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 Statement::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 dick here. Product Approval Accepts: Ism RE ® eGlreGk M Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODchXgaXPmSkBJJXaX6PJpjVBZizlpQE%2fOg%3d%3d 2/2 GENERAL NOTES, 1.STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.U.) HAS BEEN VERIFIED FOR COMPLIANCE IN NOTES: ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL=BE INSTALLED AT B,1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.G.TAPCONS, ELCO PANELMATE,ELCO NAS. HIGH VELOCITY HURRICANE ZONES (MIAMI-DADS/ BROVIARD COUNTIES). INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, 8.2) -3/4"0 SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT FOR A WIND SPEED AS REQUIRED BY THE JURISDIC71ON WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. FOR A OIRECTIUNALITY FACTOR Kd=0.65.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FEC AND SHALL 1/4'0-20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS NOT EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7,9 THRU 17. WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE LONG SHAD.BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES TO COMPARE THESE W/MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7,9 THRU 17. IN 8.1) & 8.2)ABOVE. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 33% (C) -70 EXISTING WOOD FRAME BUILDINGS, SEE SPECIFICATIONS ON SHEETS 12, 13, 14 & 15. ANCHORAGE SHALL BE INCREASE IN ALLOWABLE STRESS FOR WAND LOADS WAS bol USED IN THEIR ANALYSIS.A DURATION FACTOR CD-1.60 WAS PERFORMED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER,STUCCO OR ANY OTHER FINISH. USED FOR VERIFICATION OF FASTENERS IN WGOD. (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND 5PECIFICAIIUNS OF THE ANCHOR'S STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION MANUFACTURER. 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS #0321,01-05, #0812.01-05 AND a 0119.01-06, PER ASTM E 1886-02, E 1996-02 AND ASTM E-330 STANDARDS, QUALIFIED FOR WIND ZONES 1, 2 AND 3; MISSILE TYPE D(BASIC PROTECTION ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 7, PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 6.2.1.1 AND 6.2.1,2 OF ASTM E 1996-02. (SHEET 4 THRU 8) EXCEPT THAT HEADERS 2,3,3A&4 SHALL NOT BE USED. 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 3.ALL ALUMINUM EXTRUSIONS S ALL BE ALUMINUM ASSO IATION 6063-T5 ALLOY&TEMPER UNLESS OTHERWISE NOTED. TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE,BLOCK OR STORM PANEL COMPONENTS STUDDED PLATE AND SNAP CAP ARE PATENT PENDING. WOOD FRAME BUILDINGS. 4.ALL SCREWS 10 BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS DIN 50018 W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL SECTION 2411.3.3.4. LENGTH, 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL, WITH 35 ksi MINIMUM YIELD STRENGTH. 10. (c) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOP.A SITE SPECIFIC PROJECT. i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS -1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. PRODUCT,BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS -1/4"0 S.G. TAPCONS AS MANUFACTURED BY ITW/BUILDEX. DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4.0 PANEL MATES ANCHORS MALE OR TVAS AS MANUFACTURED BY ELOO CONSTRUCTION PRODUCTS. -1/4"0 X 3/4'SOLID SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPECIALTY COMPANY. (c) THIS P,E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. NOTES: (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.C.TAPCONS IS 1 3/4"; FOR ELCO BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER PANELMATE AND ELCO TVAS IS 2'. USE OF THE P.E.O. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER A.2)3/4'0 SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR RENEW. STUCCO SHALL BE PERMITTED. -1/4"0 -20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 1"MINIMUM FOR (e)TTHIS P.E.D. SHALL HAT PREPARED T.BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OFRECORD WALLS WITH NO STUCCO. A.3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON T14E EXISTING WALL OR 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY FLOOR,ANCHORS SHALL BE LONG E SHALL BE AS INDICATED ON NOTES NO &TO ABOVE. OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE, (8) TO EXISTING CONCRETE BLOCK WALL: -1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. -1/4"0 S.G.TAPCONS AS MANUFACTURED BY ITW/ BUILDEX. .j11J7t7rriii,,jJ -1/4.0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. ,. `rl �"/7 ">,. THIS DRAWING SHALL ONLY 8E USED TO -1/4'0 x 3/4"SOLID SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPECIALTY COMPANY. 11 .� 1A �� ,.• .. /)'�"; OBTAIN PERMITS 1N THE STATE OF FLORIDA ENS, NO. 'moi No•44167 ? fLORlOA BUILDING CODE (Non High Velocity Hurricane Zane) � 1 07077 T0EDo,INC. 0.050 BERTHA ALUMINUM STORM PANEL a.0. STATE 0 (z.00" DEEP) OR4WN B 1EASTERN METAL SUPPLY, INC D'/Dere" .. . �� r'."_` 1 G 4 O INC. 4268 WEST ROADS DRNE TILUT TESTING&ENGINEERING COMPANY WEST RWf BrACN,FL 73107 aAa 14h.]aR.al.,6!a.JOa.NPG td.FUEH9.n.Arta P1tONE:(561)209-8263,FAX:(561)841-1716 I T—(�'�7 '••' Pm. (APa197I-few rw:(M01m1-1641 m. mtvna wn m. mann, wn DRAWING No E6-0006719 an fA-aA nyt x� W�f�LOgIA.LLIT4 67,E. x SHEET 1 OF 17 14.in+'(TOTAL WIDTH) &,151'(TOTAL WIDTH) 12,000"(EFFECTIVE WIDTH) '6.000'(£FFECTIVE WIDTH) 1.070"-� 7•x•1��" 1.070"-1 h-� �• 1.07[7" •---4:6R0"---+ r 170^ stYlAaa A D D I N P FSSUI�F. RAUNG(,yf 1.AM'7 i p.@AiAPptGbaLE, I lY�o.soo" mP.) © ASAPPLraBiE�,� 3 sa0"(rm.) ( CORRFSpONT)IN AXIMCIA!PANEIf LH'NCTFI 'T" 3CHEDUIE (Trp.) fiYp.) ( o c3 0 0 h S`0.250'. N ��-0.250, o e p M y4 0 PANELS RETAINED AT ROTE WED PANELS RETAA7'LEAS% oti 4 2.020• 2.020" --� �ry --!2.020"l- ENDS VW TRACKS JK GNPs OF Tim ENDS FULL PANEL Wf HEMMED EDGES HALF PANEL WZ HEMMED EDGES +bjomew@d® Em mcw OR DIRECT MOW=# ®®(a OR Q* ATIA"f AwAfum My.PANEL LENGTH A..SD.DESIGN Max.PANEL LENGTH ASD.DESIGN -----14,375"(TOTAL WIDTH)-------., 8.425"(TOTAL WIDTH)-•'-'- PRE5WRE RAnNG L(a.) PRESSURE RAPUG L(D.) 12.000'(EFFECTIVE WIDTH) 6.D00(EFFECTIVE WIDTH) (P-0 (P.s.t) 1.070"; J 1,70• 1,070"-11.070"1 r-4.11,10" :.170" +30.0, -30.0 l3•-0' j @A5 APPL/UBLE� 1'O-5g .(RYA) I ®•'�',ryAs MPt/U$tE�r _/�(05�Dyp.) .� +35.0, -35.0 12•_0• firv.7 0 135.0, -35.0 72'-$` +40.0, -40.0 12'_4• +40.0, -40.0 1J'-3" +45.0, -45.0 71'-0" +45.0, -45.0 10'-0" i••- -•�2.020"L•- " OPTIONAL FULL PANEL WHO HEMMED EDGES OPTIONAL HALF PANEL Wf0 HEMMED EDGE +50.0. -50.0 rr'-o" +50.0, -50.0 9'-0^ +550, -55.0 10'-0' +55.0, -55.0 V-2' II STORM PANEL E: 1/4'- 1' +60.0, -60.0 9'-4" +60.0, -60.0 7'-6" +70.0, -70.0 $•-0' +70.0, -70.0 5•-5" +80.0, -$0.0 7'-p' +80.0, -80.0 CONCRETE ANCNtlRS (SEE SCHEDULE} oX. +90.0, -90.0 6'-3' 4.90.0, -90.0 5'-0' Max.� 7 Mir. +90.0, -100.0 5'-7' +90.0, -100.0 g•-0" +90.0, -1 t0.0 .5'-1' S•-0" j W +90.0, -120.0 4'-$" +30.0, -120.0 d'-9" x vUi +90.0. -730.0 +SD.p, -130.0 4'-4 1/2' 4'-0" 1 w 4 #NOTE: MAB.A.S.D. DESIGN PRESSURE RARNG&MAXINUM ' PANEL LENGTH _ y FOR INTERNALLY REMOVABLE PANELS AS PER I1 ll MOUNTING INSTALLATIONS ON SHEET 7 OF 17 IS +50.0. - 50.0 P.S.T, W/$$'MAX,PANEL LENGTH, LARD.LENDESIGN PRESSURE RATING&MAXIMUM PANETH FOR A{OUNTING AS PER ALTERNATIVE 11 AND 14 dI2/EAAAOt/ ON SHEET 14A AND 15 OF 17, RESP CTIVELY,ARE A+n�,•�"�L AND[SQ10 O. P50.0 FP.5.t.7 FOR UP PTD lO$£PAN£L L..3"..�.....• CONCR EE SC DULEJ-----•-^-4 Mor^? 1111�'`�T•�.......... 1ipJ LENGRI. rA#- TOttA4 PANEL 1 Mlr. s+�.�' •'��LENS••••., t F FLORIDA BUILD CODE (Non High Velocity Hurricane Zona) TYPICAL ELEVA `a � 44167 T s 02011 DLIECO,INC, 0.050" BERTHA ALUMINUM STORM PANEL t.c. .:.* ' (2,00" DEEP) OW1WN er.• -t/4•'Max. GAP tj4"Max. GAP �- °fin�._, `a? `� ".LA.'S" EASTERN METAL SUPPLY, INC o7�D217 Ar; ■1 F!ECO-M c. a268 WEST RWOSDRNE �- „._.�/"•f„ , .• �'� tt� T7W1 TE57MC 8 ENGINEERING COMPANY M'LTT PAW BEACN,.n„33A07 17097 t• PHBx£'(561 2DF-B26J.FAX-(561)84!-1718 p�aat1 eii4 NW.]Rrt..SS.Sie.JG';u?Cxu WRDflaS,Fl.SSfAA ) SECTION A-A IQNr16 Cn s Lis EB 50006719't DRAW NG No ........^• WALTER A TLL1t Jr..P.E. a�'7'ar7 SHEET 2 Of t7 TLDRIDA Lt..44157 1--2.251- N 0.010 DR X 0.010 R. 2.358'--!I WASHER 1 -20 5.S bIAC76NE '2�/a NUT 14- 01 16 L + + F7,.090--r-�4z-� 090 .090' 2 RIO' 30 2.464—t F" TRACK 3' Mar_ 8=D OUT 3A OPTIONAL 3' Max, "Ll" SUAD OVIT ffADER -U' HEA (1) 3' MAX ANGLE MD OUT RRA 9 L:,1/6--I' —:J/!•- 7— V.,I-TOSS 6100 - [;/'� � IT".4 TUD F. -20 S S.S :�7&0 TO ANG4r SHOWN T.SpC LEG LM�, 7rO r// T SEC77ONS f\ -7Z=±-T A17ER.Ir o LOG4 mj a` r111XJ MINI WALL (D REVERSED "E"ANGLE TRA (9) -21 TgArx A A (DI 2-x5XMX. 1/8" 1W." WITH STUD uu wLEALL- 112- ANGLE WITH STUD ,L�-14---f 0.J17' ti i FfT- ,.317' .225 114' .2 062'($204, S. finVED W 666. 75 -.550* V WOO, I L,,,c 0 M. —957771- .309 LARCf KEY HOLE (OPT/ON 11 SMALL KEY X (OPTION 2) ROUND E AT PA El J79 509 12 KEY ROLE AT PANELKEY HOLE WASHER 76 S�:J14--I- Ole No 44167 2ASS' . ...... ...... RI.&W It --A -1 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) SNAP CA B.O. AAIGL wo-m 114-- W C2017 VVECO,INC.. 0.050" BERTHA ALUMINUM STORM PANEL L.C. DETAIL 1: STUD IV/WNG NUT (2.00" DEEP) WN By. 0712517 Eco-.... EASTERN METAL SUPPLY, INC 4268 WEST RWDS DWAS COMPONENTS TILUT TESTING&ENGINEERING COMPANY VTSr PALM OWN,fL 33407 301--Aal= PHONE.(56!19-8263, 17-097 EB-°0° 671.; FLORIDA Ue.41167 /hVl my TKU J OF 17 `\ �• 9 Canr. 250, `� POURED CONCRETE OR \ CONCRETE ANCHORS —�Moz CONCRETE ANCHORS \ CONCRETE BLOCK wAtt� CONT. CONCRETEANCHORS (SEE SCNEDULE) \• (SEE SGHFOULE) REOUiRFO (OPEN POSITION+) (SEE SCHEDULE)�•- �.._- I.pOaC .500' CONCRETE ANCHORS .5-0 0—, `q1^ .250' (SEE SC HEDULE 1 1 t MnA. FDR SPACING) \` ' ! i ED. ti ! ' POURED POURED EA t ' POURED E. ; CONCRETE ' CONCRETE CONCRETE + REOUIRED� i i REQUIRED `• + ! pa", FEEO . \\`:\"• ^'�` ,\',� ; } ry `�.�\'•' ED i '' ; I"Min.SEPARASON -�t X10 GlASAlUtT70N I TO GLASS w '^ �J"Mtn. SEPARATION CLASS opnoN,n I•Min.SEPARATION ' W I CONCRETE ANCHORS SECTION 3A caw. TO GLASS s 1.1/a'0-20 P a/1' - f ' (SEE SCHEDULE) IS,S BOLTS IV/7/8`+ ' V la/az•WHO Nur® J II2.0.C. CONCRETE E.O. I j a OR CONCRETE }i ' ' y Q /�•././/. r % PCtR7ED CONCRETE 1 I r REGUrafp ' REDarafD y _ POUR FO--' PDUREDJ i i \ 1 �' CONCRETE ANCHORS" i I- CONCRETE 1 ( CONCRETE % 1 : \^��; \ \� �\ ' �vSCE SCHEIWLE ! OR CONCRETE ( ) BLOCKIVALL /CR RfOUWED LOCK WALL E.D. ? j V / CONT. REQUIRED E p ./; I•LGn.SEPAR4170M ; z� '/ (OPEN P02710"+) /•i ro CLASS _ _ �! -( .Sff25" 3 SECTION 4 ANCHOR J] a i t.125"+ CONCRETE ANCHORS+ / CONCRETE ANCHORS _ 250" (SEE SCHEDULE) / g Cq, OPTTON J2 T (SEE SCHEDULE) / A(— SECTION 3A / g ranr. ALL MOUNTING INSTALLATIO SECTION 0 ANCHOR SCatF:t/z'a t' I 54•BOL I5 W/TaB i' / + SECTIO 2 i1. '/ /%%/,,i ' ��B x T a/a2•WINO NUT A i ! WINO NUT POURE� // J2"0.C. /. ®EA El UO CONCRETE OR CONCRETE / PGLW CONCRETE DR � 1 ' M BLOCK WALL CONC, BLOCK WALL I /. /,// .,•/ ; REQUIRED Ed' / i I REOVIR£D 1 / f POUR 566" CONCRETE 1 7/8•r,7/ay^ E.D. ECCE / ' N / 5 FanF.D. OR CONCRETE (S££SCHEDULE ON j ' ) BLOCK WALLSIUD SHEER 9 8 10 L 11) CONCRETr ANCHORS (OPENPOSITION F) EREQUIRED (SEE SCHEDULESECTION 0 STUD® !ZO I TYP. TOP/BOTTOM BU ! �` T�� S ELATION WALL 'MOUNTING INSTALLt(TION SNAP ( SECTION 4 —7R'" yi',tt REMAIN CLOSED TTP,91 NOTE FOR COMBINATION OF SECTIONS: iy'tt��r\` �3 HURRICANE CONUIRONS. SCALE: 1/2'= 1 SEC WALL MOUNTING SECTIONS CAN BE �� C' WEWAU NTING INSTALLATION COMBINED 1N ANY WAY TO SUIT ANY NSTALLARON ` �� 44167 '• FLORIDA BUILDING CODE (Non High Velocity Hurr[cone Zone? szor7 nctEm,NO. 0.050" BERTHA ALUMINUM STORM PANEL L.C. SECTION sauE: J/z-a J• e•(�•, yti i (2.00" DEEP) BRAWN BY.. F 07/T6/L7 NSECROTI V STUD VAUD ALSO FOR EASTERN METAL SUPPLY, INC DOTE: RtlG fNSTAtLA7K1N-SECDON 2(TQP) ec�'" tk 1 L E C D r,N�. 1266 WEST ROWS DRIVE "• ST WE5r PALM BEACH.FL 33107 t 3 f(„..••• `(� 1 TILUT TESTING Q ENOINEERINO COMPANY 17-097 ,JJ PHONE'(567)2113-B2ba,FAX-(561)841-1718[, 6333 N.R.SbU,dt,ri.365,N6CNA CA66[H5,il.33166 ( A1r 6 pMne;(!GS)eTl-16]6.id.:(105)6)1-1631 ky xd oafpmax o1R M.M p,l! DRAWING N. EB-0006719 +'^••••• WALTER A TlLLti Jf.,P.E. ae t5 RNJ J SHEET 4 Or 17 FLORIDA Tic.44167 FEE 7/B•r J J2' SOLID SET OR ELCO m0/0 PANELMWE'OR S.G. TAPCONS WING NU7/O CONCRETE ANCHORS EVERYSTUD (SEE SCHEDULE) E O. O©OR® W/1/9 0-70 SIDEWALK BOLT OR 6 O 12'O. C 3 I•MTn CONCRETE ANCHORS CONCRETE ANCHORS AT PANELMAIES Cant• r E;0,---..LLL (SEE SCHEDULE) E D 0 OR®W/IJ W/1/4.0-20 TRUSSHEAD BOLT+ + OR S.C. TAPCONS (SEE SCHEDULE) •,, VT - n \}I' \ (SFE SCEDULE FOR SPACING) POURED CONCRETE I i POURED CONCRETE I REP U/REO t• j I. t. p \• I R£OU/RED £O.!I EO. CPOURED ONCRETE W I \�.•`,\',\\\.�..•.\;. \\`\ ;•;�\,\ •: '•�\•�I.'`.\Fel\\\\\'vim \� �\ I f PoURfU REOU/RED� \ I i _ j T 1 _ CONCRETEALTERNATE C \ ! J OR CONCRETE W \ \ ,•\ \ ' 1 1 h LEG IOCA77ON R£OU/RED L ' 4 cont. j h 1/4'0-20 /J 4' 1 h t F.. BOLTS I�7/B I•i I x J/J7 WING NU 1 �n CONCRETE ANCHORS OPTION/1 (SEE SCHEDULE) _SECTION N W W 0 cont. RR 1�u I i R 1 ti I N N N¢ N ! U 1 I W IJi' �7'M'n.SEPAAARON ! 1'Min. GLASSSEPARRON I TO GLASS TO CLASS I'Min. GLASS UON POURED I I W' i Lt' 10 GLASS x J/32' \\� '• `••\�•�. i1 vVT7(e"" !I 9 IrY SOT.UUc ° IIi Jwt///<'7/0e-£'2GW/NG N?O 4'SxBOLTS a ii EVER a NG NUT 1 3i POURED 72O.C. CONCRETE Ir 'I OR CONCRETE 1 I W 1.125' h i U Cont " BLOCK WALL Yl REOURfD oPnoN ssJ 1 POURED CONCRETE ! POURED CONCRETE ! ! REQUIRE 0 � R£OUfREO t SECTION 5ACONCRETE ANCHORS E0. CONCRETE ANCHORS/ SOLID SET OR ELCO—1/ PANELMATE OR SG. TAPE'ONS(SEE'SCHEDULE) / (SE£SCHEDULE) 1E.D, 0 0 OR® W/1/1b-20 SIDEWALK BOLT OR 0—/OR®W/13 W/1/4'0-20 TRUSSHm Bar+ CE/L/NG & FLOOR MOUNTING .(SEE SCHmOLE FOR SPA"NG) CEILING & FLOOR MOUNTING DIRECT WALL MOUNTING INSTALLATION (D. MT) SEPARIT/ON —� INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 i 70 GLASS — SECTION 8 SCALE: 1/2•a f' ' 7/8'x J/ J2' SCALE 1/2' 1' WING NUT® SCALE 1/2'- 1' EVERY STUD 9 0 12'O.C. Cnn1. T- 1.126' POURED CONCRETE 1• illl ``P:.......... REQUIRED j E O (EE SCHED LU E ON t \/ Y CONCRETE ANCHORS/ E.O. SHEETS 9& 10& 11) `,°�Q';••'ti�GENSf'•••;'� (SEE SCHEDULE) 5 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No.44167 ; 02017 VVFC,INC 0.050" BERTHA L. NOTE FOR COMBINATION OF SECHONS ALUMINUM STORM PANEL C. : )� A ALU DEEP) DRAWNOr. & FLOOR MOUNTING WAU/ROOR/CEILING MOUNTING SECTIONS CAN BE 07/76/17 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. �� ,\ 1 L E C O�Nc. EASTERN METAL SUPPLY, INC OAT£ INSTALLATION — SECTION 5 /•L .. 5`5, 4268 WEST RCV105 ORNf (t CSI .. TILLIT TESTING X ENGINEERING COMPANY NESr PALM BOTCH,I2.33407 SCALE: 1/2'- I' u V I(,j J r ws5 nx.]9In,sl.,sr.w5,Naevu cIAOFns,n.I]ee5 PHONE.. (661)209-tla6J,I".(461)84f-1716 I7-097 PROM:(40.5)5 ES-00006719.Fw:(495J4)1-1571 �,. m,bnox ORAw/NG No .-.•• I Ed-0 WALTERRIA TIWT 44167Jr.,P.E. FLODA a0 1S'O1S 7A14/1 4n'n, SHEET 5 OT 17 lie. CONCRETE ANCHORS, �\ (SEE SCHEDULE) \ 'E D. SOLID SET OR ELCO mole PANELMATE OR S.C. TAPCONS � 0 12 OR 12 W1114"0-20 SIDEWALK BOLT OR ® POURED �\ 7/8"0 x 3/32"' CONCRETE ©OR 12AYT/ 13 W/1/4"0-20 TRUSSHEAD BOLT H +/ WING NUTS (9 12"O.C. REQUIRED (SEE SCHEDULE FOR SPACING) j . I D. AT PANELMATES OR ;\ S.G. TAPCONs \`••',�.\` � \\\_\\\ 1 i I I ! 4 Cont. I I I I I I I I O POURED CONCRETE--� \j I I I I REOUIR£D '� •�l I W E. 0. = EDGE DISTANCE 1 N I s (SEE SCHEDULE ON I I + I I 1^ SHEETS 9 & 10 & 11) W F 1"Min. SEPARATION I •U NOTE FOR COMBINATION OF SECTIONS j s TO GLASS t h I.,Min. SEPARATION 1 w I W WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE TO GLASS v ! COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. v1 I I I W i I I I ti J u SIDE WALK BOLTS ARE 3/4"0x3/32'7HICK 1 i 2 I I I i w HEAD MACHINE SCREW W/LE.NGTH 7/8"0 x 3/32" ! a AS PER NOTES A.2 & 8.2 (SHEET 1) I W WING NUF 0—, I 1 + + I 2 EVERY STUD I I x TRUSS HEAD BOLTS ARE 1/2"0x1/87HICK 718"0 x 3 32" I 4 B 12"0. C. I ! g° HEAD MACHINE SCREW WJLENGTH / / AS PER NOTES A.2 & 8.2 (SHEET 1) WANG NUT®— 1 >< I EVERY STUD ® 12"0. C. 1 1 ` ! Cont I ALTERNATE LEG I� I ! ' " I 1 N POURED 1 LOC4 TION CONCRETE ---- OR CONCRETE ——. BLOCK WALL REQUIRED ----� h o LPOURED / _I-__ I ry I CONCRETE I 1" CONCRETE ANCHORS I L J REQUIRED I EDGE OF r� i SLAB IF CONCRETE ANCHORS APPLICABLE (SEE SCHEDULE) ` (SEE SCHEDULE) E.D. % 1° CEILING & FLO R,,-Y UNTING INSTALLATION cont. SEJ. yell$ ',.�+ F •:� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) WALL MOUNTING INSTALLATION :' No.4416702017 mrem,INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. ' � � ' � • (2.00" DEEP) DRAWN e SECTION 9BY. 0776/I7 IL E C O�wc. EASTERN METAL SUPPLY, INC aTE. �•I�,` 9268 WEST 80405 ORNE P TILL1T TESTING&ENGINEERING COMPANY wEsr PALM mcN,R.3.1407 SCALE: 1/2" = 1" .'aB'.l'��?!, =' \�1°`• ]W,w!mIN GVm[Ms,R U!!9 PHONE.,(561)2 001e763,FAX:(561)811-1716 17-097 J //1 p� Lepq !10( O]slei!-16]0.rvs:(]05"' '531 rV 1YIAL. a EB-0006719 0lsivi4 GRAWINC No .•1'' WALTER A TILLn Jr..P.E. 16"u3 1 SMT 6 OF 17 FLORIDA Lic.44167 / &RI KNG / r/f�' `�EXTSRNG - GJ 1/2•-,G' ,aRu:X VEEN£N 2 / / BRICK VEENER I 114 M1N / 2 3 1/2 ,' PENEN?ATlON TO MAX 7/ ,� MAY • / PEmrmnON TO MAX /''' ,/ CONCRETE BtQCK CONCRETE BLOCK S 2"TQ CONCRETE 1' // r .' 2'To CONCRETE 4 - cont.Is O k POURED CONCRETE 7 U,. T/4bx8" EL .01e t FX1STiM1C I jT/4 pvB'E'LCO mtlfe _.-.-EX/STfNG n Niu PANELMATE NAS ANCHORS OR J/4'0 STEEL ANGLE UNIEC POURED CONCRETE C,`��. LpANELMA7E NAS ANCHORS OR I/S'c SlEEI ANGLE LINTEL OR CONCRETE BLOCK-I �TAPCONS OR 1/4 0 ELCO MACE AS APPLICABLE i OR CONCRETE BtOCK �� AS APPtJCAE >ih WALL REQUIRED PANELMATES(SEE SCHEDULE FOR SPACING). j I RALi REQUIRED TANE1,W ES l/i'P ELCD MALE �W /:1 PANE'LMATES(SEE SCHEDULE FOR SPACING). v OPTION it N SECTION I I A w oprrgx s2 SECTION 11 A I'AC., SEPAPA77ON TO CLASS i I 4: U rDRSILL 7/ I 5.5.BOLTS W/7/8101 4a. 3/32'RING NUT L9 12'Q.C. OtSEDUL {SEE SC9 T T O, / j SHEETS 9&10:Y t7J f I/1'MIN ! /x r O / ! / '/ ; a 4 / / J EMSRNC SIDE WALK 80175 ARE J/4 brJ/J2"RfICK f CONCRE2 BLOCK / '/i // /rF7ASHtNC.t5' I t XFAD MACHIN£SCREW Wft£NCTH ' // / t NOTE FOR CDOEINA77ON OF SECTIONS: AS PER NOTES A2 k 8.2(SHEET 1) Q 2 TO CONCRETE I ' APPLtCAHL£ : WALLJFtOOR/CEILING MOUN77NO 5CC71ONS CAN 13£ TRUSS HCAO BOLTS ARE t!2"Ext/87HtCK I HEAD MACHINE SCREW W/LENGTH COMBINED IN ANY WAY 70 SUIT ANY INSTALLATIONHEAD PER NOTES A2 e,8.2(SHEET I) I I I / . /! .• � t i 1 rLonl. J 1/2'—.••--1 1 JrAaaEr�sr,r�J�\ L8RlCKNC 1A=T•ti,1 ........... ,_�_- -`` VEfNER POURED CONCP.ETE *\ 1/4 axe'ELCO mole �$ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) OR CONCRETE atOCK- PANELMATF WAS ANCHORS OR 1/4'o �Q 44167 cza17 ncTECO,INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. WALL REOU/REO \ TAPCONS OR 1 4'0 ELCO HALE r (2.04" DEEP) OWN 8T. PANEtMATES(SEE SCHEDULE FOR SPACNO) ; .: ,y L}..; f i Y ��''��'L/�,�--� EASTERN METAL SUPPLY, INC D'/�,E BUILD OUT INSTALLATION RiA ,\1 -•—-E F 5 -:- 4268 WEST ROADS DRIVE /� jay }{ IC• . {�` t8 TAUT TESTING k ENGINEERING COMPANY REST PALM 8FACH,FL 33607 17^097 SECTION 7 7 + t ''• • •LTr�R 1' tJS9 H.H.TON.Sl.510 JPS,NNGNA cA9aCMe,Fl.]St66 PHONE(561)200-8263,FAX:(561)$4(-1716 IPtmv:(]8818!1-18]0.far:(]081871-18]I -I.e oeStRand wrt wrf DRAMNG Na SCALE:3/8'- I* 1 SIOitlA1.�� ' Ee-0008719 ttn,� , nQ7, '° WALTER A THUT Jt.,P.E. ` SHEET 6A OF 17 FLORIDA Lia.44167 f � R ADJACENT INTERIORLY ADJACENT PANEL --REMOVABLE —PANEL 114'0 TAPCONS CONCRETE ANCHORS 114"Max. GAP STORM PANEL 114"Ff-. CAP AT 6"D.C. 4 0 6-O. C. V11 1 112-Mia THREADED -PENETRATION TO EXIS77NC WOOD HEADER. Y POURED % Co'Ckr'E�7 CK HER REOUIRED 01 SECTION B—B 2 OR ANY OTHER SCALE 1 112"- 1" 114-20.1,S.S. TOP TRACK SIDEIVALK BOLTS. WOOD HEADER W1 718'X 3IJ2" i I I REOUIRED WING NUTS AT OVERLAP L *8 (BOTT) 12A,128 IL *8 (BOTT) 114•-20,r1"S.S. ADJACENT] SIDEWALK BOLTS PANEL W/71d'X 313�. WrERZORLY WING NUTS AT REMOVABLE SIDEWALK BOLTS. OVERLAP STORM PANEL AWACEINT 3132' PANEL W1 718^X JIJ2' -718 -41"Min. SEPARATION ' OVERLAP -4 WING NUTS AT �PARA"ON y WING NOT 0 :' � TO GLASS TO GLISS I EVERY STUD 0 12'0. C. POROURED :1B CONCONCRETE CRETE '6 BLO CK WALL �i REOUIRED 718' 3I32' E� wAINC NOT 0 "E EVERY STUD & 72'0. C. �a4 Ti IF Ep Op sorr) —714'0 ELCO PANELYATES SOLID SET OR S.G rAPCON3- WOOD STUD OR S.G. TAPCONS W/2-MIN. OR PANEIAMIES ANCHORS PENETRATION Al WIDTH OF PATE 0 6 41R 0 ADJACENT PANELS PANELS OdUO.C. 9 6'O.C.AT ADJACENT R ED 12A 128 T) WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 12A SCALE: 112'- I" SECTION 12B SCALE; 112'- I' INTERIORLY REMOVABLE STORY PANEL INTERIORLY REMOVABLE STORM PANEL SECTIONS PARTIAL ELEVATION MAX. A.S.D DESIGN PRESSURE RATING = +50.0, -50.0 p.s.f. SCALE 1 112'd 1* A, 'o .E FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) V2017 XTECO,INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. NO.44167 (2.00- DEEP) OR4WN 6Y. 0712617 EASTERN METAL SUPPLY, INC GATE. 11LIECOlme. 4268 WEST ROADS aftt TIT TESTING&ENGINEERING COMPANY WESTPALM BEACH,FL.33407 .......... LLI111,N..m".51 H......(,,1)209-626J.FAX'(561)641-1716 17-097 V/ODR4IWNG N. AJA L WALTER k TILLIT Jr.iI P.E. m 15-645 ....... FLORIDA U.,441 7 POURED CtlNCRETE OR CONCRETE BLDCK 114'0-20 S. S.MACHINE WALL REOU'RED \ BOLT W1 NUT&WASHER 0 12`0. C 2500'AGi CONCRETE ANCHORS 718•x 3/32' GONG TE ANCHORS SEE SCHEOULf \ WING NUT 0 2.500' ( J \ o r• . 1 POURED CONCRETE ® 12"O.C. ! � Min. s___ a�SNA CUT PANEL OR CONCRETE BLOCK _ 0 I2'0. C WALC REOU/RED �� 1.000' CONCRETE ANCHORS POURED E.0. 9 0 12'O.C. CONCRETE \� //}— ALTERNATE LEG LOGtnON REQUIRED Cont. 1 __!I 2'r 2'<.055`!O ] ='T 2'x 5'x.055'Cont. ALI,-ANGLE OR .060'J105-HI54 SHEET - 2' METAL Al.-8ENT PLATE V 3105-H14 OR 606,3-T6 ALLOY CmL Ahem.ANGLE 1 4i 1 'ON CAS I'Mtn.SEPAR4 TO GLASS CASF A "Plan E G' SCALE: 114'- i" SCALE. 714"= i" 2'x 3'x 093'3105 H-14 OR WITHAA6 ALLOY Coat.Alum.ANGLE TH W'tTH ANCHORS 0 12'O.C. \\\ z 1 1.000' 7/e`G x 4' HALF PANEL 114'GAP WINNUTT 30 1.000' —L 12"0. C 1 �� POURED CONCRETE YAROES 3'" OR CONCRETE BtOCK box. 1 WAIL 111111111111111IRE -y 1.000• 1 i PoUREO CONGREfE If Con G. OR CONCREfE BLOCK WALL P.£OUIR£O CASE D <Plan 7f 'i,f��f1: SCALE.' 1/4' POURED CONCRETE REOUtRED 1 CONCRETE ANCHORS I /� SEE SCHEDULE 1�—�— '' ( ) D.E 90'c t 135- X = BUILD OUT DISTANCE g '—TRACKS fTYP) CEILING AX FLOOR MOUNTING INSTALLATION - SECTION 13 2 SCALE: 1/2'c 1' 1 N___.___s____.::.-, =- 114'0\\\80L1' 4'x 4',.072' E.D. a EDC£UISIANGE 024 O. C. JIDS-HI4 OR 606,3-T6 ALLOY IS EE SCHEOULE ON WIJACKNIT Cont At n.ANGLE StTE£T5 9.10 X 11) CASE 8 la CASE E (Plan) NOTE FOR COUSINATION OF SECTIONS: ( SCALE: 1/4" = I" WAL11FLOORICEILiNG MOUNTING SECTIONS CAN BE O�j1 �✓''rEND CLOSURES DETAILS COMBINED IN ANY WAY TO SUIT ANY INSTAUADON. Yt/7�,L CAH A.•Tly1I +>„� l`Ty •' \C $ ��'r; FLORIDA BUILDING CODE (Non High Velocliy Hurricane Zone) 020r7 muco,INC. 0.050" BERTHA ALUMINUM STORM PANEL L c. DEEP) DRAWN er EASTERN METAL SUPPLY, INC 071261aqw711 ��••�,. 'L E C O I N C. 4266 NEST ROADS DRIVE ,(�• �Vil�}JT; 'Lt,Ti 1• TILLR TESTING 6t ENGINEERING COMPANY WEST PALM BEACH,FL,33407 17-097 PHGNE.'(581).09-62U FAX (561)84-1716 elsa Ntl.Sem,tt.ze.sos.v�roxti,a+tmw..n.altsa • G\ : Pe•n•:(Sv1et1-li]D,Ta•:L,ios)e)I-IS]I MY.w mCltv:lx: wn Kr.m oocmo: DRIIYING No ss�pjvA Fra EB-OOD6719 WALTER A Tilln Jt..P.E. m 15' /M+r SNEEi 6 OF/7 FLORIDA Iia.44167 , KAXtAIM A-A"ESIGN P ESSURE RATING 02.U AND CORRESPONDING MAMN a nirranR SPACING SCHEDULE FORNTA UZZONS IN CONCRETE AND CONCRETE RLOCK STRUMURES AS -1111NUM AALIAJ.PS'PALYN9/PPC 0.-J 1/2'.. _ PA'fSSPRE RLL`lLAP TAKGLA SOHD SK 9.GTAKOA PANDMIILS FAPeiI(TE NAS APPLEIB(£10 1IApIINI YW.YUN MYNAS MWL9AL TGP L 0.J 1/2'+• LTlNtS/S I1.SLY/A1 P 2 IP.ST•C PAVCi (PCL) 6ECIL6/d LLNYIW O[ AA'I GLW(iIMRPV L[AGRI 7' J AYY LTANgNNOPY LQYM 7."(IL) PA64ME' RfITAAR WLYVS SLIID 9T SGTAPoON PM'LMMI6 PA1'FIANIC il!AS (It n)OMOiETE >D 1Gt]1WRY TO COA'prtlL!P 611TG1R1' To 041SPRE TO ENITONPY 10 NWREIf I ID 11t60fIRY 1p L'oNaeTi TO NlSPNtY Of INflf 'lurms(aIJ I0 GYTAEIC TP I1lfG'PlY IO CR.�iL !D AWy;M( N L1PNOiEI[ IP AW'MIXI !0 nXXFBL !0 wmWl f0 C4vLRLR' f0 NASGgY W nt•JI 12' N/A 17• WA 12' N/A 11' WA 12' N/A 1(TOP) 12' NIA 12' N/A '2' N/A 12" WA 12' NIA 1(TOP) 12 N' 12' 12' 12' 12' 12• /2' T2' r2' 1(BOTTOM) 12" J• 12" 12' IY 12' 12' 12- 12' W 1(BOTTOM) N/A 11' NIA 12' WA 12' U/A 12' N/A 2(TOP) 12' NIA 12' NIA I2' N/A 12' NIA 12' NIA 2(10P) 2(BORON) 9' 9' 9' 9' 9' 9' 9' 9- 9" 2(BOTTOM) 9" NIA 9' NIA 9' NIA 9' NIA 9' N/A JA(TOP) 9' NIA 8' WA R. N/A 9' N/A g• ///A JA(TDP) 9' 0' 9" 9• 9• 9' 9• 1. 9' J(BOTTOM) 9• 9' 9. 9• 9' 9' 9" 9' 9' J(BORON) 12' 11' 12. 12' 12' 12• 12' 12• 12' 12• 4(TOP) f2' 7• !2' 12• 12- 12- 12' 12" 12' 12' 1(Top) 12" 11' 12' 12' 12' 12• 12' 12' 12' 11• 4(BOTTOM) 11 T 12' I2• 12' 12" 11• 12' 12• 12' 4(BOTTOM) J 9' N/A 9' N/A 9' NIA 9' IIIA 9' N/A 54(TOP) 9' NIA 9' NIA 9' NIA 9' NIA 9" NIA 5/(10P) 11' NIA 12' NIA 12' N/A 12' NIA NIA N/A 5(sollo I) 9' NIA II" WA 12' WA I2' N/A NIA NIA 5(BOTTOM) 12" NIA 12' NIA 12' NIA 12' N/A NIA NIA 6(TOP) 9" NIA 11 1/2' N/A 12' NIA 12' NIA NIA NIA 6(TOP) +10.0.-4ao !1• NIA 12' NIA 12' NIA 12' NIA NIA N0' 140.0.-40.0 9' N/A Ii' N/A 12' N/A I2' N/A N/A N/A 6(BORON) >B'-0" CA OR OA/A 6(60rm.) B= LESS I2' WA 12' NIA 12' NIA 12" NIA NIA NIA 7(IOP) LESS LESS D. I2UP TO VIA 1/' N A ' I I WA 12' NIA NIA WA 7(TOP) 12' NIA 12' NIA 12' NIA 12' IIIA WA NIA 7(HOKUM) 9' N/A 1l' WA 12' N/A 12' NIA N/A NIA 7(BOTTOM) N/A NIA 12' 12• 12' 12' 12" 12' 12' 12' a(rOP) NIA WA 12'+ 12'+ 12+ W. 12"+ 12- 12'+ W. 6(TOP)' N/A N/A 11' 12' 11' 12' 11' 12' 12' 12' B(BORON) NIA N/A 12'+ 12'+ I21 I2'+ 12'+ 12"' 12•+ 12'+ 8(BOTTOM), N/A NIA 12' 12' 12' 12' '2' I2' 12• 12' 9(TOP) N/A NIA 12"+ I2"+ 12'+ 12'+ 12•+ 12"+ 12'+ 12'+. 9(Top)+ 12' 11' 12" 72" 12' 12" 12' f2' 12' 12' 9(BOTTNM) 12' 7' 12' I2' 12' 12' 12' 12' 12' 1Y 9(Bono-) 12" NIA 12' N/A 12' N/A 12" NIA N/A NIA 10(TOP) 9" NIA I1 1I2' NIA 1. NIA 12' NIA NIA NIA to(Top) 6' NIA 6' NIA 6' NIA 6' N/A NIA WA 10(EOROAI) 6" N/A 6' aAg' N/A 6' N/A N/A' N/A 1°(BORirMJ 9' NIA 9' N/A 9' N/A e' N/A 9' N/A IIA ROP) 9' N/A 9' ' NIA 9" NIA g• NIA IIA(TOP) 9 9' 9' 9' 9' 9' 9' 9' 9' 9' it(BOno.) 9' 9' ' 9' 9" 11(H01RIM) N/A 6' N/A 6' N/A 6' N/A 6' N/A 1J OOP) 6' WA 6" N/A 6' N/A 6' N/A IJ(fOP) 6' N/A 6' N/A 6• N/q 6" N/A N/A N/A IJ(80TTOM) 6• N/A B' N/A 6' N/A 6' NIA 1J(BORON) . USE 6'OC FOR PANEL LENGI115 LARGER THAN 10'-0'AND USE 12"OC AS SHOWN ON SCHEDULE MR PANELS LENGTHS£OVAL OR SHORTER THAN!0'-0 .•MAXIMUM ANCHOR SPACINGS ARE VALID FOR J 1/1'EDGE DISTANCE.FOR E O.LESS THAN J I//�1 dNCNORS LEGEND REDUCE ANCHOR SPACING BY MULINLYING SPACING'SHOWN ON SCHEDULE BY THE FOLLOWING/ACTORS (NOlE:A6n.E D.FOR SOUDSET ANCHORS IS 7) AGA FOR 7HfS OPfRATON TO BE POSSIBLE.REDUCED SPAgNG OBrAlNEO M G FACTOR SHALL flOT BE ANCHOR 7YPf I ANCHOR LESS ANN MINIMUM SPACING INDICATED FOR EACH ANCHOR RPE AT ANCHORS LEGEND. SPACING ACTUAL E.D: FACTOR TAPCDN(REGULAR OR S.G.)PANELMAIE OR PANELM4TE TVAS I J' >TAPCON(RECV R) S.G. A G. PCCN,PANEIAMIE OR PANELAUM NAS SOLID SET E. D. EDGE D/57ANCE SOLID sfT J• J' - .B6 .7J 2 1/2' - .71 .50 (LO 1� TusP,,r 2' _ - .50 1 1/1' .JS ..r.�...1.�...�"�J' a� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) �0. 167 D2017 TLTEL'O,INC. 0.050" BERTHA ALUMINUM STORM PANEL LC. e �.1 (2.00" DEEP) DRAW,BY, EASTERN METAL SUPPLY, INC °'DA7F- IL ECO.... •`.V 1168 WEST R61D5 DRAT'�q �'• `V CaAp TICCIT TESTING h ENGINEERING CONPANI' WEST PALM BEACH.FL J3I07 ........ ..... (',��,1 W]S Nr.]oh n..eia]W,wtCeM eNm[x9,n.]]Iea PHONE.'(561)109-8267,FAX.(581)861-1716 17-097 /l \Zo PMn.:lbll6n-1!]0.raa:(]OS)e7t-16]I EB-0006719 o[¢vnoA vtt ORAWfNG No WAITER A.TILLR JI.,P.E. as 1s-a] "N1 SHEET FLORIDA Lic.{{t H7 9 OF 77 MAXQWK A'S A MLON Pl?MURE RATING (qs L) AAW CORRR PONDING MAXVffX ANCHOR SeACM SCHEDULE FOR INSTALLATIONS IN CONCREM AND CONCRETE XQCK STRUCTURrsS MWNUY ICIIfGIUAI AM':A019 SP/L�W NNE 0. ]J/2'• ARSIU0IE ID 4AMMY 1H.AIUM ANLTNNS 6PAG9AA 101 E O.•J 112'. MPLKABI£IO 45.0.OLSCN SEO1A'AG tr d AAAOMLAJ P.AMEL A6AY0.ESA'.11 Rt#161 4 MWYW1 PAYR PRE5S0AE REt AAY i1FNnW Sttm 5£T SGfAKON F41NlA%tSS YAYflIMIF tYAS +K'Y PAR'N m' �A?65t1R/, ItMAAR TAN- .a m w 4AdJ HT SGltKY}Y PAVE3Y+IES FA -ION tD�>O,2'TO) RAttiG(p.t.) TU L'L42RLIL' f0 ANSCY>1/ TO AOVLIEIE>b MASON. M LTMYFm TO ss 9 TO Q]W.%En'r0 Y VN'RY TO CMCRCTE r0 MISDNBf OF ACM !°C9WR1R' r9 4iSwftY IO COACALW!D M4RMW1 IO LUM.'MTC/0 IWl]IdPT M['0.AClCIE IO Ml5ONRY TO LPhYRETt lU WS(l1WY .1 MFM t2" N/A 12' NIA 12' N/A 71" NIA N/A N/A I(RSP) IT` NIA IT N/A It' NIA It' NIA it, N/A I(TOP) 1. 1. I2• 12' 12• 12' 12` 12' 12' 12' 1(Bormm) 11' I' IT' IT' 11" I1` I1' 7- IT 7" 1(BOTTOM) 12' NIA 12' NIA 12' NIA I2' NIA 11' NIA 2(RSP) IT' NIA I1' NIA II' NIA 11' NIA it, NIA 2(TOP) 9` 7` 9' 9• 9' 9' 9• 1. 9' 7(BOTTOM) 8' Y 9' 9" 9" 9' 9' 7' 9' 7' 2(BOTTOM) 9' NIA 9' NIA 9' NIA 9" NIA 9' NIA 31(TOP) 9' NIA 1 9' NIA 9" NIA 9- NIA 9' NIA JA(TOP) 9' 7' 1 9' 9` 9' 9' 9` B' 9' 9- 3(B mmst; 8' I' 9" 9' 9' 9• 6' 7' 9' 3(BOTTOM) 12- 7' 12" 12' !2' 12' 12' 12' 12' 11' 4(TOP) tt' f' I1' TI' T1' it It- 7' 1t' 7` A(7OPI 12' 7- 12' I. IV 12' 11` 12' 12' 12' 1(607TOMI 11" A• 11' 11` 11' N' rl' T 71- 7" 0(8O770M) 9' N/A 9' NIA 9' NIA 9' N/A 9- N/A SA(TOP) 9' N/A 9" N/A 4' NIA 9- NIA Is. NIA SA(TOP) !o" NIA 12' NIA 12" NIA 12' NIA NIA NIA S(BOTTOM) 5' Is. 7- NIA 9• NIA A" NIA N/A 14/A 5(BOTTOA) ]0' NIA 12' NIA 12' NIA 11' NIA NIA NIA 6(TOP) 9' NIA 10' NIA 12" /I/A Il N/A NIA NIA 5(top) +t.O.--o4 sO' N/A I2• NIA 12' MIA 72' NIA NIA NIA 6(BOTTOM) 8'-0' +50.0,-60.0 8' NIA 7` NIA 9' NIA 6` NIA NIA NIA 6(BOTTOM) 94OR' F6O.O.r6O.O 10" NIA 12' NIA 12' NIA 12" NIA NIA IIIA 7(TOP) LESS +80.0,roO.O 5" NIA 7' NIA 9` NIA 8' NIA NIA NIA 7((OPJ LESS 10- NIA 12' NIA 12- NIA 12' NIA NIA NIA 1(8017°.) 5' NIA 7 NIA 9- NIA e' NIA NIA NIA 7(BOTTOM) NIA NIA I7• IY 12' 12" tY 12' 12' t2' 6(TOP) NIA NIA 1Y t2' t2- a. 1Y 6" 12' b' 8 0opj NIA N/AE12' 02' 12' 12" 12' 72' f2' I2' B(BOTTOM) NIA NIA 12' 12' 12" 12' 12` 6' 12' 6' 8(BOTTOM) N/A N/A 11' 12' IY' 12` 11' 12' 12' 9(TOP) N/A N/A 12' 12' 12' 12" 11' 6' 12" b• 9(TOP) 12' T 11" t2t1f2" 12' 12' 12 9(BOTTOM) it' {- It` 1t' II` Il^ It' 7- it" 7` 9(BMn7M)10` NIA NIA 12' NIA 12" NIA NIA NIA 10(TOP) 9' NIA 10' NIA 12" INIAI1' NIA NIA MIA !0(TOP) 6' NfA NJA 6' NIA 6• NIA NIA NIA 10(°0770.) 6' NIA 6' NIA 6- b' NIA NIA N/A TO(BOTTOM) B' 7- N/A NIA NIA 9' T' 9" 7-. IIA{TOP) 8' d' NIA NIA NIA 9' ' ' " 1!A{TOP) g- 7- IA NIA NIA NIA 9` 7' 9' 7- !1(BOTTOM) B' A' N/A N/A N/A 9' 7' 9' 7' 11(BOTTOM)b' NIA b' NJA b' NIA 6' NIA NIA N/A tJ(LOP) bN/A 6' N/A 6' 6' NIA NIA NIq IJ(TOP) 6' N/A 6' NIA 6' NIA 6' N/A NIA NIA IJ(BD779A}) 6' NIA 12" N/A 6' b' M/A N/A N/A t3(BOTTOM) ANCHORS LFGEND .MOVAIUM ANCHOR SPACINGS ARE VAUD FOR 3 112'EDGE DISTANCE FOR E.D.LESS THAN J 112; ANCHOR TYPE I ANCHOR REDUCE ANCHOR SPACING BY MULRPLIINC SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. SPACING (NU)E Min.E.O.FOR SOLIDSEI ANCHORS 15 J*) FOR THIS OPERARON TO BE POSSIBLE,REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE TAPCON(REGULMt OR E.G.)PANELA+AIC OR PANELLWIF NAS 3- LESS IRAN MTNIMUM SPACING AtDIC.tTED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. _ FACTOR SOLID SET 3' ACTUAL E.D. TAPCON(REGULAR) S.G. TAFCON,PANELAMTE OR PANELMATE NAS SOLID SET y - .86 .75 IL((II/T/lOssoTJ. 11/2" - .71 .50 II1p1,�t� k. t t/2• J5 ° Ti_ A1,Tt s,T''' VIENS•' �p`= FLORIDA BUILDING CODE (Non High Velocity Hurrlcone Zone) o *2017 nLTEGO.INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. NO.44167 (2A0" DEEP) DRAM BY ? % - 0, EASTERN METAL SUPPLY, INC 071261!' ,y. ! '�C 0 I M� Az6e wEsr Rams DR,vE • F •[[� JI AA TILUT TESTWG.sk ENGINEERING GGMPANY Y1f57 PAtlt}BEtCN,1;,t,}<O77. 17-097 y , ` y. t ¢` \YA t Ssss w.A, s:.,sw.Ew.HAOMu 9YVAOfS,Is-6A PHONE.-(S6IJ2n9-81bJ,FAX:(56f)8A1-7716 1I pCona (303)e)I�IEJO.Tui(z),31.1aI DR41WNO N. S J�iL \t��J' EB-0006719 an It-au ny1 alsenv 1'4 WALTER A ItU3T Jr.,9.E. SHEET la OF 17 FLORIDA Un.H167 MAXWX A.5-D, DM GN PRESSURE: RATING (p 1 AND CORRFSj"OAM Alts M ANCHOR SS ONC SCx/F'D M FOR INSTALLATIONSATCONCNFT�AN1� COALGR-M'MOM sigUCuma Alw. w I1AA'Ww AR-IoF.S 6PKPC 1cA L A-A 1/2'.. _ AITM1CVf2'to MMOI[lY UW AO SPAOPC—c D. ]n'.. A-FuA F W a CL3V:N 9EGIANS t t —w AMR ASA DE94N RT11vS t t i(MDrJit PAN2 PR63TM6 R£CRA4 NRtlK SIXb SEi SOtAPCON PANELitA16 PM'EGtArE trAS ANI'pW.TIfA1pV ILt,GM t'(2) PIHAVRF. R£OI11AF TAJYYM6 SDUD 5E7 SATAKm 'Am-a-1f5 PAN— 1vA6 AM O]—Amp Uwo,N 1"(H.) IMtR.G(0.AW 10 GONG£IF JO NASU'14Y iD CA4:Ff1E T7 WSCNFY ID C4�YFE1C 10µISA w TO cw.-w't0 Y4^f m LCNCFEIE w LASDNRY w o- mt— ''1.) to QLWCNIR to 1WtlNRY to cIHKFttC m INfUVAY ID LGVC m to I[45'DhVY t0 cO,VCACR' ID kA5.w t0 LYIMFCIF!D WryOVAY 01'— 12' N/A 11' NIA l2' N/A 12' NIA 12' NIA I(TOP) 8 112` NIA P. IIIA $' NIA 9' NAA q' NIA I(TOP) 12' 4 112" 12" 12' 12' 12' 12' B II2` f2' B 1/2' 1(BOTTOM) 9' 7- 9' 9' 9' e' 9- 7- 9" ]• f(BOTTOM) 12' NAA 12' N/A 12' NAA 12' NAA 12" NAA 2(TOP) 9• NEA 9' NIA 9• NAA 9- NIA p` NIA 2(ROP) 9- t 112' 9' 9• 9- 9' B 1/2' p' 8 112' 2(BOTTOM) 9' !' 9` 9' 9' 9' 4- Y 9' 4' 2(BOTTOM) 9` NIA 9" NIA 9' N/A $' 11/A 9' NAA JA(TOP) 6' NAA 9` N/A 9' NIA 9' N/A 9` NAA 14(TOP) 9' 4 112' 9' 0" 9. P. B I/2' 9' 8 112' J(BOTTOM) 9. 4• 9' 9" 9' 1. 7- 9" 3(Bono) 12' s 112' T?' 12' 1 12' 1' 12' 8 I/2 12' B 112' 4(700) 4' Y 9` 9• 9' 9" 9• Y 9' Y -(rOP) 12' A 112' 12" 12' 1 2- 12' 12' 6 112- 12• B 112' 4(?Ort") 9' T 9• 9- 9. 9' 9' 7- 9" 7" 4(BOTTOM) 9' NAA 9" NIA 9' NIA 9' N/A 9' NIA m(TOP) 8' N/A 9' NIA 9' NIA 9` N/A $' NIA 5A(TOP) 6 1/2" 01A 7 1/2' k1A 8' NIA 7 1,2' NIA NAA NjA 5(BOTTOM) S` NIA p• NAA 7- NIA T' NIA NA NIA 5(80rOM) 9' NIA 9 112' NIA 10' NIA 9 1/2' NIA NIA NAA 6(IOP) 7' NAA 8' NIA to' NIA B' NIA NIA N/A 6(TOP) tr0.0.-40.0 5 1/2' NIA 7 1/7' NIA 8' NIA. 7 112' NIA NAA NIA 6(OOro.) >B'-O' .00.0,-00.0 5- NIA 6' NIA Y NAA 7' NIA N/A NIA 6(BOTTOM) 71-0' UP TO UP 10 OR t60.R-600 6' NIA 6 112" NIA T' NAA 6 112' N1A N/A NAA. 7(70P) 12'-fi' !000.-1J00 5- NIA 6' NIA 7' NIA 7" NIA N/A NfA 7(10P) LESS 6' NIA 6 T/2" NAA 7' NIA 6 1I9' NIA NAA NIA 7(BOT70M) 5- Hi/A 6` NIA 7- NIA 7- NfA NIA NIA 7(80770.) NIA NA 12'• i2•+ 1.• 12'• 12'• 6•• 12'+ 6'• 8(TOP)• NIA NIA 12' 6' 12' 6- 12` 6- 72" 6- a(TOP) MAA NIA 12' 12'• t2' 12'• 12' 5'• 12'• 6'• 6(BOTTOM)• NIA NIA 72' 6" 12' 8' 12` 6' 12" 6` 8(9o7lw) NIA NIA 12'• 1T'+ 12•• f2'• f2"• 8'' 12'" 6'• 9(TOP)• NIA NIA 12' 6' 12" 6' 12' 6' 12' 6' 9(TOP) 12' •112• 12' fT' 12' 12' 12' b 1/T' 72• B f12• $(BORDM) 3' 7' 9' 9' 4" 9- 4' T 7- 9(worm.) 9' NIA 9 I/2' NIA 10" NAA 9 f12' N/A NIA 141A to(TOP) 7- HEA 8' NIA 10" NIA B• NAA NIA NIA 10(TOP) 6` NIA 6' NIA 6' N/A 6' NAA NAA NIA to(BOTTOM) 5' NIA 6' NIA 6' N/A j 6' NIA NIA NIA 10(BOTTOM) 9' 4 1/2'1 NIA MIA NIA NIA 9` 4 1/2' 9• 4 tE2' 11A(TOP) 5' 4' NIA NIA NIA N/A 7` T- 7' 7- flA(TOP) 9' 4 1/2' NIA NIA NAA WA 9' 4 112• 9' 4 112' II(Sorrom) 5' 4' NIA NIA 141A NIA 7' 7' 7• 7- it(BOTTOM) 6' N1A ¢' N/A 6' NIA 6•' NAA NIA MAA 15(IOP) 6- IIIA 6' NIA 6- N'A N/A NIA 13(w) 8' NfA 8' NjA 6' NIA 6- NIA NIA MIA 13(BOTTOM) S NfA 6' 1J/A 6' NIA 6- MIA N/A 111A 1.T(B0MW) •USE 6"CC FOR PANEL 4ENOH7S LARGER THAN 10'-0'AND USE 12"AS SHOWN ON SCHEDULE FOR PANELS LEN67HS£OLLAL OR SNCRTER 40N 10'-0' ANCHORS tECFNO •AMIMUM ANCHOR SPACINGS ARE VALID FOR J tI2-EDGE DISTANCE.FOR ED.LESS THAN 3 tI2" j0" •REDUCE ANCHOR SPACING BY MULBPLITNG SPACING SHOWN ON SCHEDULE Br THE FOLLOWING FACTORS. ANCHOR iTPE ( ANCHOR _ (NOrG Mfi.E.C.FOR SOLOSET ANCHORS 6 J �• !!SPACING FOR TMS OPERANAN TO 8£POSSSLE,RF11 SPACtNG OBTAINED USING FACTOR SHALL NOT 8F (NEGVLAR OR SQ.)PANftAN7E OR PANL2AfATE NIS 3 j- LESS INAH LMIBMUM SPACOIC INDICATED FOR EACH ANCYOR TYPE AT ANCHORS LEGEND. E. D. s EDGE DISTANCE FACTOR SOLID SET I J• ACTUAL E D, TAPCON(REGULAR) SG. IAPCON,PAN61AIATE OR PANELIAATE NAS SOLID SET .86 .75 / l� r .r5 so so � C s ..• AN ~ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) $ NO.44167 02017 771TECa INc 0.050" BERTHA ALUMINUM STORM PANEL L c. ' ? (2.00" DEEP) DRAWN BY. i'`A„r V •r'..hr.4.``.�•"�•��'�'Y•11J4U 0. 6339 Ki V,.St ,9MOMIIIC,.SJt , T L 7o % EEASTERN METAL SUPPLY, INC LATE, 268 WEST R0ORAE TIL1T TESTINGhENGINEERNG COMPANYwPALM BEACH,FL 5 17"09 7 0RCNHIw ."Ill PHONE(ifft)2O$-8253,FAX(561)647-17I6 PM1YT6tu06 EB5000¢71DRAWING N YtM A TILUR Jt. p 01915-DAB /nfl ] SHEET ti CT 17 FLOR'fnD`A•L7c.N1¢7 1/4^0 1APCONS A r i'• 7 1 I''� ' 114'0 TAPCONS T- -j.._...z. .l: _ Wr! }/2"MtM ..jj.. }rt'0 TAPCONS s} .._-�, {T 77 W/I 112^M)N. p THREADED PENEIRATION �` W/f 112•MIN. y.%"� s �ti� THREADED PENETRAI)ON �`• 114-0 TAPCONS ''`, -III TO EXISTING WOOD THREADED P£NETRAROH TO Extsma WOOD �,. w/I 112'MIN. 7• f p" HEADER.(SEE SCH£OULEJ �' EA WOAD '••�• HE40£R.(SEE SCHEDULE) .� THREADED FENETRATION / `' r— _ 230' AA `j (SEE SCHEDULE) 170 EXLSRNC WOOD HEADER.(SIFE SCHEDULE) •;�I�. / `, .,.L 3 I 1.t23'� , �' �I �• ; .300', _ � .130" `L � t h t I $ \`• ~`l:1 l` 11 Atex. J I � 1l 12" (I_ (2" I� ,,t `'/M1O t.I � •.rMin t 1 N W00D HEADER i WOOD HEADER i 2 RECU,RED ' REQUIRED WOOD HEA IDER HODO N£NTER I REQUIRED REQUIRED 7'Min.SEPAR4170AI TO CLASS t T "1'Min. (D SEPAP477ON SPA ON TOL _[_...=`t- 70 GLASS i � 0 I � OPTION>t f I ALTERNATIVE 3d a W �; , I 1/4 0-20 x 7/4'1 ' S5.BOLLS W/T/B"•. .•`•. - r/a^c rAPCONs W �` I 3/J2^67NG NUT a 1 �- ft. WIT 112'MN. I = 12'0G . THREADED PENETRATION i 1^Min. I = H EXISTING wOOD SEPANA7)0N w 1 l r• 1 NEiiDEk(SE£SCNEDULF) 1 4pp`uu TO CLASS ` j l t �7•REWREOW L;J(�N POSITION rJ _ a : \ n �`�No t, •.�I /4'r 0 TA-CONS i 1 IJ, 1 •--- a 2 - \ Wr 112^Mvl,THREADED 1 2 - ! OF PLATO(SEE SCHE E. DULE) ' f6fln. I u sECTtDN&ANCHOR 10.HEADER ' oI REQUIRED to �� .500' 1 A 7F LOGO*! q/ { ` 6 Gaae. OPTION I2 `M --"' T/B^x 3/J2'wrNc nwr e _OCOnI. PGiL ALTERNATIVE 3A u EA STUD L1 L7' REOueRLV r/4'0 7AaC0Ns ' tt -r t�: i SCREWS W/I f12'Min. 1/4'o TAPCONS --T----`,— ---- ,--•T— /i��\ ' ! THREADED PENETRATION ^y W/1 112'Alin. THREADED O MIDWOTH OF PLATE. .._ PENETRATION a MIDIWDTH I i'M/n.SEPARATION (SEE SCHEDULE) OF PLATE. CHEDULEJ r TO CUSS SECTOR 0 AN.HOR 1 0-20 x 3/4' ' •y Ly:PPurc!fI• ( CONT.'•'�rd At E 2 BOLTS W/7/B'x RtwPTO ^li �lgPE P05�70 �) T - ----� JrJ2'ww0 Nur SCALE:1/2" 7 o. -4 SEPARATION TO GLASS Ii ,. NUT ati4rii�y�In 50IiIi Cot. 1 7180VING EfRY STUD ALSTE..LRIQN4AT5IV71JED 4 (�7 72^0.C. R SCALE 112'= i' A y^C , ;., I I I .,�''.'�X}�/�fj/('✓{y`+x- ' �' W R � 4: I +�y, � � 'x:14 •,•YVI7fV�.: l S 4W,1 'Iti 114'0 TAOCONS • l� ... 1y i7 4' I },}p,�• NOTE FOR COMBIN4170M OF SECTIONS: '�� ' ! W/1112'Afn. THREADED f p'RTE•SNAP LAP 1® -',/A0„ �'J t y - • _-.—� _ _- J. PENETRATION 0 MIDWW7N REAfAW CL05£D RT NON „ H}Yj }I 4 WALL MOUNTING SECTIONS CAN BE OF PLATE(SEE SCHEDULE) IJURRICANE CONDITIONS. !/71716co ry COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. •' �;` '` `I;, UILRING CORE (Nan Nigh Yeloaity �turrine Zone) Lz. ALTERNATIVE 3 aEousLO „X r 02017774=INC. 0.050" BERTHA ALUMINUM STORM PANEL Ls. ., SCALE:112'm I' NOTES: {2.00" DEEP) DRAWN an SECTION @STUD1. INSTALLATIONS ARE ONLY VALID FOR MNK.A.S•0. DESIGN PRESSURE RATIN EASTERN METAL SUPPLY. INC DATE; AND PANEL LENGTHS AS PER SCHEDULES ON SHEET 2 � 4268 WEST ROADS O P 1 N G. ALTERNATIVE 2. SEE ANCHOR SCHEDULE ON SHe£15 16& !7. TICCIT TESTING k ENGINEERING OOMPANY wE5r PALM DEAC}A R JJ4OT 17-097 SCALE.: 112'a }• 4Sl1 N.M.Tatn.54.4TH.zw.MAGNN WNDai5,n.311 tls PHONE.'(36I}709-876J,FAX(581)84}-IlIB J. FOR NEW WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE SOUTHERN Pm�,;A.we)elrS-00,rm:(7os)en-real uv mcnm. va eac,erw ua pRAWINC Na PINE Na.2, W/SPECIFIC DENSITY OF 0:55 OR EQUAL ES-DD06T79 r om 1x•a+e "'' WALTER a fttLtT Jr.,P.E. SHEET 12 Or IT FLORIDA Lia.44167 i 1�4'1 0 112'Ifin.1HR&kDEO 0.C.TAPCONS WOOD TRUSSES OR RAFTER WOOD TRUSSES OR WIER W 0 24' REQUIRED 0 W a C.REQUIRED PENETRATION TO EVSRNO WOOD HEAILR(SEC SCHEDULE) ED .3 MM. % T'1 4- Alum. TUB 114-0 314- Lft 5 11410 1 314- scREws To EACH JOIST. . SCRESCREWS"'RE LOCATE SCREW 06 AT MIDWIDIR Or L 4OD0 HEADER EXESTING MOD Cont. I REQUIRED W MEMBER ifoop W-AGER KDMNA "MiT.0 REQUIRED W /2' PENETRATION I'hV6.SEPARATION THREADED JNTNG NUT O TO rdASS C OPTION IF ALTER94TIVE 6A ALTERNATIVE 1 .7. ALTERNATIVE 5A 1 2 1 1 112' SCALE: 112'= I' -UE (LIMITED 70 +60:0, -;6.10"p.s.f. DESIGN LOAD (LIMITED TO +50.0, -66.0 p.s,f. DESIGN LOAD � AND UP TO 9'-0"Afox. PANEL LENGTH) AND UP TO 9'-0-Max. PANEL LENGTH) e T.1 SEPARATION 714*o TAPWNS ATO GLASS W/I 112.URI. r—THREADED PSNrWN CRI! D TO X1517NO NOD 171,118. -SEFAR4TION-; Cont. TO CLASS MRr STUD 1� TO GLASS V-� C"CwEq SEE HE'A", 718' J 512 ')2 WNG NUT 0 EWRY STUD 0 12'0.C. 2 X 6 WOOD2 x 6 WOOD _I WOOD HEIDER DECK REOT. DECK I i 2 I,"n- L41 ED 114'0 ELCO PANEL f MATES OR S.C. WCONS oplioN W1 2'ON.THREADED PWE7R477W 0 AW11707H ALTERNATIVE 5A OF PLAIr. TYPICAL TOP& BOTTOM.i fjw'WzLE) p 11410 TAPCONS G.1�410 rAPCONS AL TERN T1 YF— W1 1 112 MIN. W 1 1/2-mim PENEW N SCALE 112' 7 ..... . THREADED PDVETRAT70M (SET SCHEOULE) ALTERNATIVE (SEE SCHEOUV) ALTERNATIVE SCALE: 112'm I SCALE 112'- I* : NTNG NUT -cvv?r sTuo I NOTES, 2 X 6 INOP Cont. 1.INSTALLATIONS ARE ONLY VALID FOR MAX.AS.D. DESIGN PRESSURE RATING NOTE FOR COA481N4ROm OF SECTIONS % DECK RED AAD PANELS LENGTHS AS PER SCHEDULES ON SHEET 2(EXCEPT AS NOTED) WAalFLOORICEILING MOUNTING SECTIONS CAN Be S'j t ---1 2. SEE ANCHOR SCHEDULE ON SHEET IS& 17. COMBINED IN ANY WAY TO SUIT ANY L PINE m..Z yvl SPECIFIC DENSITY OF 0.55 OR EQUAL 3 FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS To BE SOUTHERN FLORIDA BUILDING CODE (Non High Vetocffy Hurricane Zone) e2017 ZVECO,IND. 0.050" BERTHA ALUMINUM STORM PANEL -C. (2.00" DEEP) DPAIWN BY., ZT/110 TAPCONS 07126117 W1 1 112'MIN EASTERN METAL SUPPLY, INC VbVrACEV PENETRATION I L E C V I M C� 4268 WEST ROADS ORME (SEE SCHEDULE) TILLIT TESTING&ENGINEERING COMPANY PHORE WEST PALM BEACH,R.M407 -097 (561)209-626J.TAX.'(561)941-1716 17 A L TERNA T P� ar. x+carmlDINNING N. IVE 5 i""I"ES-0006719 ' "I. u — SCALE� ;12'- I' WALTER A.TU.UT J,.,P.E.P.E, $NEET 13 OF 17 FLORIDA Uc.44167 WOODTRUSSES OR RAFTER 114-0 LONG ELCO 0 24.O. C. REQUIRED PANEL. MATES OR S.G. TAPCONS W/2-Min. IN ED PENETRATION TO EXISTING WOOD HEADER. (SEE SCHEDULE) -.500 ED 1 AIV6 k'7 I'x 4"A, 116' L 718-0 x -11.32- Min. (6063-T6) Alum. TUBE W/ WING NUTS (P 12"D.C. (J) 5116'0 x 4' 114-0 x J14 LAG SCREWS TO t T. I 19EX LEACH JOIST. / TEK SCREWS LOCATE SCREW Cont. AT MIDWIDTH OF 0 6"D.C. WOOD HEADER i w I I EXISTING WOOD REQUIRED W MEMBER (2"Min. 2t, 1 NOMINAL WIDTH) W/2 Min. THREADED I"on. 1"Min I PENETRATION. �—Scl IVAIIGW -4 s--pARAii6N F m G11455 TO GLASS L A L TERNA T1 VE 1 OA 718-0 w JIJ;?' WING NUT 0 SCALE: 112" Elltliir STUD w NOTES (UmTED TO +60.0, -66.0 p.s.f. DESIGN LOAD AND UP TO 9'-0'Mox- PANEL LENGTH) 1. INSTALLATIONS ARE ONLY VALID FOR MAX A.S.D. DESIGN PRESSURE RATING & PANEL'S LENGTHS AS PER SCHEDULES ON SWEET 2 (EXCEPT AS NOTED) T- 0 2. SEE ANCHOR SCHEDULE ON SHEET 16 & IA • -�D iZ 3. FOR NEW WOOD FRAME CONSTRUCTION., WOOD MEMBERS TO BE SOUTHERN PINE No. Z W1 SPECIFIC DEPIS17-Y OF 0.55 OR EQUAL, 716-0 xJIJ2 WING NUT 0 EVERY STUD t FL-Jj 0. C� 11111f NOTE FOR COMBINATION OF SECTIONS JL % WOOD DECK WALL IFLOORICEILING MOUNTING SECTIONS CAN BE'i, Cont. REQUIRED COMBINED IN ANY WAY TO SUIT ANY INSTALLA lit 1,000 (NO FINISH 110y MIN. ALLOWED) 10 4167 2"x'4"PLATE Cont. REQUIRED \i 114"0 TAPCONS W/ 1 112-Min. THREADED PENETRATION ................ 0 MIDWIDTH OF PLATE (SFE SCHEDULE) �40 lo'cli"' "ulrfr'l'c'a' .e. 1 ' TAPCONS FLORIDA BUILDING CODE (Non High e ne Zone) jy1 112'Min. A L TERNA T1 VE 9 A L TERIVA T1 KE 1 (ISH PUELNEETAMTION C2017 7&IrCO,INC, 0.050" BERTHA ALUMINUMSTORMPANEL ROTED DEEP DRAWN an SCALE: 112' = I" EE SCHEDULE) (2�00 07125117 SCALE 112" 1" EASTERN METAL SUPPLY, INC a4m, /7i—LrEc-o.,.. 4.168 WEST RGAGS DAW r PALM 5FACH,FL M407 (56 INSTALLATION DETAILS ON EXISTING WOOD -BUIL TILLIT TESTING&ENGINEERING COMPANY WESII209-8283.PAX.•(561)84f-17 PHONE 17-097 DR4WNC Na WALTER A-Tit"U Jr„P.E. SHEET 14 OF 17 1.13DA U..44787 . 1 7/B'Min. r 2' .EXlSl1NG 1 7/B"Mn. ?" EXISTING PENETRATION I Max' 8RlCK WENCH JJJ```7f4 Cx8"FLCO mala PANELMATE PENETRATION �•Mex. /'BRICK YEEN£R r t/4 Cx8'EGCO mote PANELMATE NAS ANCHORS OR 114-0 7APCONS / NAS ANCHORS OR 114-0 TAPCONS / (SEE SCHEDULE). I A `� f/ /f; (SEF SCHEDULE). ��C �-__ 1 _'_ 1! _ •' � _.l _"t _ "� coni. � _ _L'r�y _7i`f .500„ " { x.250" f, I 250 WOOD /1) I? �/f� 1 1 WOOD t 4 HEADER- / ,, j,f f'; e^v HEADER-' t j REQUIRED1 \ I 'f f I i��^; REQUIRED nt. i EXISTING I 'y EX617NC f �STEEL ANGLE LINTEL i W S f STEEL.ANGLE LINTEL l i AS APPLICABLE I a q i t AS APPLICABLE Mn. i�-- SEPARA77ON , f 5 0 N i {{ TO GLASS i i! GLASS + __f OPTION 11 OPTION i2 ALTERNATIVE 11 ALTERNATIVE 1 IA �I it I I � NOTES: i q f t, lNSTALIATTONS ARE ONLY VALID FOR MAX.A.S.D: DESIGN PRESSURE RATING AND PANEL'S LENGTHS AS:PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) ;-BRICK SILL i 2. SEE ANCHOR SCHEDULE ON SHEET IB& I2. 3. FOR NEW WOOD FRAME CONSTRUCTION.' WOOD MEMBERS TO BE SOUTHERN WOOD PLATE i s :�i f PINE No. 2, 4Y/SPECIFIC DENSITY OF 0.55 OR£DUAL. ZX, AP UW� NOTE FOR COMBINATION OF SECTIONS 1"Min, PENETRATION / 2 WALL/FLOOR/CEILING 14OUN77NG SECTIONS CAN BE ! ^je n COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. _____-_ _ ! . x T__"" Max .3.500' n 1 � EXISTING f 'i ,.•...�.... 1 1 2' 4'STUDS .1 - ` /-- 5 Conf. D 16"O.C. m x.REO'D ` \ EX/SJINC W. 1/1'PLYWOOD EXIST/NG I/4'¢x 8 ELCO m°!e PANELM.4FE I REOU(TYP)W/FASTENING BRICK SILL l 7/4'0-20 x 3/4' NAS ANCHORS ORTAPCON—� TO 57UU5 AS PER i S.S.BOLTS W/718 x (SEE SCHEDULE)TO E.Y7SHNG PLYWOOD. SECTION 1J04 OF THE J/32"WING NUT FLORIDA BUKOfNC CODE. a 12"0.C ALTERNATIVE 11 {l41IelOAeiir>s�, BUILD--OUT INSTALLATIONCTt[.t/T""-- SCALE: 1/2'.� 7• ;,,A'��;•��I Mf st * VALID FOR MAX. A.S.D DESIGN PRESSURE RATING +50.0, —60.0 p.s.f. FOR UP TO ;' FLORIDA BUILDING CODE {Non High VelocityHurr'cone Zone) 78" PANELS LENGTHS, AND FOR +50.0, —50.0 p.s.L, FOR PANEL LENGTHS GREATER tj4.44167 82017 RUECO,INC. 0.050" BERTHA ALUMINUM STORM PANEL L.c. THAN 78" UP TO 108' i c Sk e (2.00" DEEP) DRAWN Br cy �� EASTERN METAL SUPPLY, INC Imm, INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS /-T,-L-�E C O G 4268 WEST RC F Jj4 --- Q WE42 PAG!BFR ft..33407 (t �y' Tltiti TESTING tk ENGINEERING COMPANY DIM OJT r)E�/ON^\ e3Ypµa.x1n.44,51a.101,1WGaN cNto .n.).1100 PHONE:(9BI)I09-BZBJ,FAX:(561)84 t—17JB 1 V IV[tl Pr 1r Pnom:(JW1BI S-00.71:(]0.1)BT rtr•b y� UAAiSING No E9-0006/19' om Ia-aa / WALTER A Tft1iT Jr.,P:E, gNEE714A or 17 TLOPoOA Lic 44167 ']—.�,R` 9 TAPCONS W/ ,1'. 1 1/2'ARM. THREADED PENETRARON TO£XISRNG WOOD HEADER —1/4"0-20 S.S.MACHINE (SEE SCHEDULE) BOLT W/NOT Q WASHER 7/8"x J/J2" 4Vi T• WING NUT B Cont.--{ "EYE7iY STUD Ill - I G 12.0.C. S I a 1 WOOD HEADER j REOtARED w I r 1 N 1 r ' l'Nin.SEPARAAON I i To GLASS V 1 SEPARA!/UN 1 4 TO cuss 1 S z 1 I I W r 1/4•0_Zp7/a• I . ... Ss'BOLTS w/ I W J/J7'WING NUT 8 157t'0 NU�9 12'0. C. i j •'2114'WOOD 1� �I.• V 2 X 6 WOOD 1 PLATE REOD. Ni^, --DECK ROOD. t j 1.000" Cont 1 ---h-�`-- -_� 114-0 TAPCONS, t/4 C 1 S.G. TAPCONS OR 1/410 I DOR Cont. PANEL MATES w/TU[L 6 -� THREADED PENETRATION TO 114-0 TAPCONS PLYWOOD. (SEE SCHEDULE) W/1 1/2'MIN EXISTING Min, 112'PLYWOOD THREADED PENETRATION REO'D(rYP)W/FASTENING (SEE SCHEDULE) TO STUDS AS PER • SECTION 2304 OF THE fRN T1Vf 13 FLORIDA BUILDING CODE SCALE:112' t' ALTERNATIVE f 4 SCALE: 112'- 1' NOTES: t. INSTALLATIONS ARE ONLY VAtlD FOR MAX.A.S.D. DESIGN PRESSURE RATING * VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING 4-50.0, —60.0 p.s.f. FOR UP TO AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEE7 2 78" PANELS LENGTHS, AND FOR +50.0, -50.0 p.s.f., FOR PANEL LENGTHS GREATER 2. SEE ANCHOR SCHEDULE ON SHEET 16& 17 THAN 78";)fi4,70,;Q8" J, FOR NEW WOOD FRAME CONSTRICTION: WOOD MEMBERS TO BE SOUTHERN tr}ttf ff� PINE No. 2, t"I/SPECIFIC DENSI7Y OF 0.55 OR EQUAL. `(i F M� y No.44167 FLORIDA BUILDING CODE (Pion High Velocity HurCtcone Zone) 02Or7 n0rCO3 INC 0.050" BERTHA ALUMINUM STORM PANEL LC NOTE FOP CONa/NATION OF SECTIONS 4 _ �]� ' (2.00" DEEP) DRAWN an � i6etg f _ WALL MOUNTING SECTIONS CAN BE % %�^ [U e 07/26/17 COMBINED IN ANY WAY TD SUIT ANT iNsTAL[A770N. 4 : a i EASTERN METAL. SUPPLY, INC D4rE SII], I C O INC. 4266 WEST ROWS DRNC V�M1yJ. .tL. TILUT TESTINLAPANY G 6:E.M.E..-II COWEST PKN BESCH,R JJ407 17 _097 ( • PHONE: 961)209-626J•FAX:( )661 64]-1716 6351 NW.]Lln.9l,Sb.]6L,V6IGRIN GW6D16,R]]IOL ..,•• Rmr:(]LlJL11-1116.Tor:D6])e]I-IIJI qv.bt ouwlw utc 4v.w wtt OR.AWfNC Na EB-0005719 WELTER A TILUT Jr.,A.E. �16-a] r'� SN[ET 15 or 17 GLORIOA Lic.x116] MAW-AUU-M A S D DESIGN PES EW RATING (per)AND CORRESPONDING MAMUM a kCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS M4TYYN N000 fAS1ENER5 APPLMAR/f to YAYIYUY ASO.Dan, ASO.OES70N NCOD fASRNCRS APPYGBtE TO MAYIIIUM IW100 FASTENERS APPIIGBEE 70 PRMURF RF4ULIR PaK1NIIE3 KmRmmS/tr IlAXIYUN P.WEL PRLSSUAE Ktrmm,w a -w.P^a A54 OESRdV RIPJlG(P'a'LJ TAPtONS 5.4TAPCON pR ANI COUBRM1KIv ILNOM 1'(!l.) IVITNC(P.s.LJ RIGU(M 56 w%= P • ANV LyY&)NRON umm 1'(R) PRESSURE REWL" SG,A N PA�I� NIIOV�NRl'a LET•'GMY1P ) Pa.2LWI£iMT Of MEM IAPGONS vA1EMMIE ryAy. OF THEY mnw(PsN TAPCY8Y5 P.Wdu2 IVAS OF M£Y 12 N/A N/A I(top) 12' N/A N/A I(70P) (2' N/A N/A I(TOP) 11' N/A N/A 7(BOTTOM) 12' NIA N/A I(BOTTOM) 12' N/A N/A 1(BOTTOM) 12' NIA N/A 2(TOP) 12' N/A NIA 2(TOP) )p• N/A N/A g• N/A N/A 2(BOTTOM) 9' N/A N/A 2(TOP) 2(BOTTOM) g• N/A N/A 2(807TOM) 9• N/A N/A .T4(TOP) 9' N/A N/A 34 (TOP) p• N/A N/A Jq(TOP) 9' N/A N/A J(BOTTOM) g• N/A N/A J(BOrIOM) g• N/A N/A J(BOTTOM) 72' N/A N/A 4(TOP) 12• N/A N/A 4(TOP) 12' NIA NIA 4(TOP) 12• N/A NIA 4(BOTTOM) 11' NIA NIA 4(BOTTOM) 12• N/A NIA 4(BOTTOM) 9' NIA NIA 54(TOP) 9' NIA N/A Sq(TOP) 9• NIA N/A 5A(TOP) 9• N/A NIA 1 5(BOTTOM) 5 1/2' NIA N/A 5(BOTTOM) e' NIA NIA 5(BOTTOM) 9• N/A N/A 6(BOTTOM) 5 1/1' NIA NIA 6(BOTTOM) 8' N/A N/A 6(BOTTOM) +40.0OR 40. 8 1/2' N/A NIA 7(BOTTOM) 80R• +40.0, -40.0 5' NIA N/A 7(BOTTOM) >8'-0' +40.0,UP Up-40.0 5 1/1' NIA NIA 7(BOTTOM) B'_O• LESS NIA 12' 12' B TOP LESS LESS NIA I2' 12' B TOP IJ=O'' (TOP) ( ) +60.0, T 60.0 N/A 11' 12' 8(70P) LESS NIA 12' I2• 8(BOTTOM) NIA 12' 12'• B(BOTTOM) NIA 12' 12' B(BOTTOM) NIA 12' 12' 9(IOP) NIA 12. 11'• 9(TOP) NIA 12' 12• 9(IDP) 12" NIA N/A 9(BOTTOM) 12' NIA N/A 9(80770A) !2" MIA NIA 9(BOTTOM) 6' NIA NIA 10(BOTTOM) 5 1/2' N/A NIA 10(BOTTOM) 6' NIA NIA TO(BOTTOM) 9• NIA 9" 11A(TOP) 9' NIA 9' IIA(FOP) 9' N/A 9' 11A(IOP) 4' NIA 4" It (BOTTOM) 4-1- NIA 4'r• 11(BOTTOM)•• 4"• N/A 4'• 11(BOTTOM) 6' NIA N/A 13(TOP) 6' NIA NIA IJ(TOP) 6• NIA NIA 1J(TOP) 6' NIA NIA 13(BOTIOM) 51/2' NIA NIA 13'(BOTTOM) 6' 1+/A NIA 13(BOTTOM) 4- 4' 4" 14(BOTTOM) q••• q•r. y•rr 14(BOTTOM)•• 4.. 4 • 4'• 14(BOTTOM) • USE 6'OC SPACING £OR PANEL LENGTHS LARGER THAN 10'-0-AND USE 12'OC s VAUD ONLY FOR UP TO+50.0, -60.0 p.a.I.MAX.A.S.D. DESIGN PRESSURE AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EOUAL OR SHORTER THAN 10'-0' RATING WITH 78'MOr. PANEL LENGTHS OR FOR UP TO+50.0, -50.0 p.s.l. VALID ONLY FOR UP TO 106'PAIIELS LENGTHS. A1AX.A.S.D.DESIGN PRESSURE RATING WITH 96"U.I. PANEL LENGTHS. N•TSI cCIPJ-'- ' L i FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) J_�Q 44�67 v2Yri RLTEca,INC. 0.050" BERTHA ALUMINUM STORM PANEL (2.00" DEEP) ORAWVwN er. y EASTERN IL EC mc. METAL SUPPLY, INC 44w. h� 4268 WEST CMOS GRAVE ••�/�fi •� 1' 6Y+O +�•T1•��1'�T�,1 TIW7 TESTING h ENGINEERING COMPANY WEST PALM BEAGN,it.3)407 •�1 �l •pp,,•��•••• e�V 11,1 6J)'J MYLVM —..d,lnn PHONE'(561)209-826),FAY.(561)841-1716 .. VSTTfMnr:(EUS)91I-t4W rm�(.17�)en-IS41 N{y A" ES-0006718 o<YArcY1 ont ORAW/IIG No WALTER A.itl11T Jr.,P.E. m rs-as M/1 SNECT 16 OF 17 FLORIDA L1c.44107 MAXIMUM A S D DESIGN PRESSURE RATING (p s I) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS iNTo WOOD FRAME BUILDINGS YAYWJM NC00 FASTENERS APPOCABLE ro AaYJYDM 8900 FASTTNERS APPULHBLE TO AS0.GLS,CN ASa CESCN LJAIGYUY W800 FASTENERSINIA APPLCABLE r0 PRESSWJE REGUWJ RWE WRS ALT£RHADY£S/Q IHY/NVM PANEL PRESSURE RECUJAR PANElW1L$ ALfERNAfMS/A AWIVUM PANEL ASO.0E8/GN RAIWG(P7.LI TATCaNS Sa]AMGN ANY LWH/W9LW LENGM 2'(ILJ RARAG(pa.E) TAPGONS S.a IAPCON ap ANY COY81N11pN LENGTH 7'(II JN .n/. IAPGa45 OF iHLM /' k YAYIYUN PANR S.aTAPCYYIANI LYLlBPf1TO, LENGM PAMr1MIE IVAS N rNDA AN'a[a2 NAS OF rllEl/ ) II' NIA NIA 1 (TOP) 12' N/A NIA I(IOP) 8 112" NIA 1(TOP) 11" N/A NIA 7(BOTTOM) 12' NIA MIA I(BOrmAT) g^ NIA 7 (BOTTOM) I1' NIA N/A 2(TOP) 12' NIA N/A 2(TOP) g^ NIA 2(TOP) 9• NIA N/A 2(BOTTOM) 12" N/A N/A 2(BOTTOM) g• N/A 7(BOTTOM) g' N/A N/A JA(TOP) 12' N/A NIA 14(WP) 9" N/A N/A JA(TOP) 9• NIA NIA 3(BOTTOM) 12' N/A N/A 3(BOROM) 9• N/A NIA J(BOTTOM) I1' NIA NIA 4(TOP) I2' NIA NIA 4(TOP) 9" N/A NIA 4(TOP) 4 11" NIA NIA 4(BOTTOM) 12' N/A NIA (BOTTOM) 9• NIA N/A 4(BOTTOM) 9' NIA N/A SA(TOP) 12' NIA NIA SA(rOP) 8' N/A NIA SA(TOP) 3 112^ NIA N/A 5(BOTTOM) 4" N/A NIA 5(BOTTOM) 3- NIA N/A 5(BOTTOM) J 112' NIA NIA 6(BOTTOM) 4- N/A NIA a(BOTTOM) J' N/A NIA 6(BOTTOM) +60.0, -60.0 3 112' NIA N/A 7(BOTTO.W) g•_p^ +40.0. -40.0 3 112' NIA NIA 7(807TOM) )8'-0" +90.0, -90.0 3' N/A NIA 7(907TOM) 7'-0" UP TO OR UP TO UP 70 UP TO OR +60.0.-90.0 NIA 12' 6" 8(TOP) LESS +60.0. -60.0 NIA f2' 6"• 8(TOP)• 72'-6' +100.0, -130.0 NIA 12' 6" 8(TOP) LESS N/A 12' 6' 8(BOTTOM) N/A 12'• 6"• 8(BOrTOM)• NIA 12' 6" 8(BOTTOM) N/A 12' 6' 9(rap) NIA 12' 6" 9(TOP) NIA 12• 8^ 9(TOP) 11" NA N/A 9(BOTTOM) 12' NIA NIA 9(BOTTOM) 9' NIA NIA 9(BOTTOM) 3 112^ NIA NIA 10(BOTTOM) 4^ N/A NIA 10(BOrrOM) 3' NA NIA 10(BOTTOM) ., 9" NIA 9' 11A(TOP) 12' NIA 10 112^ 11A(TOP) 5" NIA 6" 1TA(TOP) NIA NIA NIA 11(BOTTOM) 4"•• NIA 4"•• Ti(BOTTOM)•• NIA NIA 141A - 11(60TTOM) 6" NIA NIA 13(TOP) 12' N/A N/A TJ(TOP) 6- N/A NIA 13(TOP) 3 112' NIA NIA 13(BOTTOM) 4" NIA N111 13(BOTTOM) J^ N/A NIA !3(BOrTOM) NIA N/A N/A 14(80TTO.M) 4'•• 4"•• q••• 14(BOTTOM)•• NIA NIA NIA 14(BOTTOM) • USE 6"OC SPACING FOR PANEL LENGTHS LARGER THAN 10'-0'AND USE 12"OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS£OVAL OR SNORTER THAN TO'-G. sq VALID ONLY FOR UP TO+50.0, -50.0 P.S.T. MAX.A.S.D.DESIGN PRESSURE WING W.7H 108•M—PANEL LENGTHS 7 rllll0lP/aj�� p"Tit :•''�.1G ENSU:••.•%a FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) NO,44167 02017 BLrEcp,JNc 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.00" DEEP) DRAWN BP 'tJ 07176187 r EASTERN METAL SUPPLY, INC O41E. IL ECO-Mc. , jP 7v,\�JLWEST ROAD s ORNE r�Y TILl1T 7ESTINO k ENOINEERIN6 COMPANY WEST57.PALM BEACH,TL.JJ407 17-097 V .I 6550 N�.1671 SL.fid..Tw.NRta4 aAaOrS,Fl.LIN PHONE(561J209-828.1.FAFAO(5616?))8& 4 f-17f6 ER-OD.871:(JW)aTl-IS)1 __ S/�'•r,"'�� Ee-0008719 DRAW=Na -++.+ WALTER A.PWTl'" SHEET 17 OF 17 FLORIDA lie.44167 • Owner. Debbie Grise Address:373NE 13—Pum Rd rt PoSt Lucie,Florida Contractor.South Florida Aluminum Products 4807 So LIS H�Y'�l WINDOW REPLACEMENT rt Pierce,Florida 34982 (772)-466.0913 Offi- ----------- XOX Sliders-FPA#17355.2 STORM PANELS w/Tracks XX SHung 17355.3 Single Hung=FPA#17234.1 Description: TO replace(7)windows sting(7)openings .S 1W with CVVS ':1ot windows, To install ioloAluminum Storm panels on(7) paT1119S with tracks top&bottom. #3 #4 #5 Window Type Window Size Storm Panels #6 #1=XX Horiz Slider 74!'x 50-5/8" 6-1/2 @ 56' #2=XOX Horiz Slider 102"x 63" 8-1/2 @ 68" #3= XX Horiz Slider 46"x 47" 4 @ 53" #7 #4=Single Hung 3T'x 50-5/6' 3-1/2 @ 56" #5=Single Hung 26-112"x 26" *2-112 @ 32" #6= 11 11 11 11 11 1. #7=Single Hung 3T'x 50-5/8" 3-1/2 @ 56" #2 Ga--ge