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2232 BEACHCOMBER TR - HURRICAN PANELS ii Sy'\fr\ CITY OF ATLANTIC BEACH 1S �' ' 800 SEMINOLE ROAD J v r ATLANTIC BEACH, FL 32233 �� INSPECTION PHONE LINE 247-5814 �J;il>f' RESIDENTIAL - ALTERATION RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0296 Description: install 7 hurricane screen panels Estimated Value: 4401 Issue Date: 8/30/2018 Expiration Date: 2/26/2019 PROPERTY ADDRESS: Address: 2232 BEACHCOMBER TR RE Number: 169463 0052 PROPERTY OWNER: Name: MICHELMAN JEFFREY E Address: 2232 BEACHCOMBER TRL ATLANTIC BEACH, FL 32233-4566 GENERAL CONTRACTOR INFORMATION: Name: Address: , Phone: Name: PELLA WINDOW AND DOOR Address: 7818 PHILIPS HWY QA JAMES SAMUEL ROWLAND JACKSONVILLE, FL 32256 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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 TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. 1LAI..;yr,'.`` City of Atlantic Beach APPLICATION NUMBER J' ; rid ^ Building Department (To be assigned by the Building Department.) ? 800 Seminole Road• , Atlantic Beach, Florida 32233-5445 ._G J I - C.)3-q 10 Phone(904)247-5826 • Fax(904)247-5845 p 1 c [ I o;ti9%- E-mail: building-dept@coab.us Date routed: O 1U `t l t City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: a &ItchCOM _ De artment review required Yes o t;Building Applicant: PLO c) tabs. (� S Planning &Zoning Tree Administrator Project: j \ S 11[ 1- \1 to( /i ( LApitne(S Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection _ Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING �P7 - Reviewed by: Date: a TREE ADMIN. Second Review: ['Approved as revised. ['Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. I 'Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ` 4 Building Permit Application Updated 12/8/17 • ' City of Atlantic Beach J F F i V L v u r Y .to.outt, 800 Seminole Road,Atlantic Beach,FL 32233 n,, 1 Phone:(904)247-5826 Fax:(904)247-5845 e �( Job Address: R a3 A iCL C- fv.be( Trl Permit Number: e, &.-5 i U — bag S( oar- 2) _a? : o -.2.3-.1f..- 37.25- �.a t t o�'ay Legal Description Y,1-col ' 9 �� ('Clw.4/b•l k RE# /6 9`1`3 Od3;? h Valuation of Work(Replacement Cost)$ '1yO I Heated/Cooled SF _ Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): CommercialResidentia • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No 431111 . • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: • I /n spa I I h wrlcA„e Rs" is SC-fee." AUG 2 3 2018 Florida Product Approval# torn• 1 for multiple products use product approval form Property Owner Information Name: ,T e-cke j itri s Cit e-(/Ko.. Address: 2.23 2 6e .c4 Gd ,xe-(r 1 City q-itan..c. ue.....r.• State c Zip -3.227> Phone E-Mail Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information /� Name of Company: Pella. Wi.).-01-,-% -J- b..9erS Qualifying Agent: -5.114"%e› I�of,.,/e.4 Address 35 6 SJZ y'sy 1"e 5-i City Lon,,..144.A State cf Zip &22SD Office Phone 7.2?-07-kYOJ Job Site/Contact Number State Certification/Registration# ac,01`,1 E-Mail—Tip,. DMa►lleY Q L.3[iPGAcrr e&l,I�l .he% Architect Name&Phone# Engineer's Name&Phone# Workers Compensation Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management disi:rici.s,slate agencies,or federal agencies. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR OTIC OF COMMENCEMENT. , :1 ?�..- (Signature of Owner or Agent) / (Signature of Contractor) (including contractor) 1 , A Signed and sworn to(or affirmed)before me this�6 day of Si ned and s orn to(or affirmed)before m this .7' day of /� by � •`"Z f �/� by Je�c�.-i �'1.Che(ro.. / (� Ma (Signature of Notary) (Signature of Notary) [ ]Personally Known OR — ersonally Known R ,;;Piot, TIMOTHY R.O'MALLEY (( PV° ' ,: TIMOTHY R.O'MALLEY ( :" : roduced Identificatio �" ro utTerrdentification •_' ,.. Y MYCOMMIS510N#GG 1171; ;.: ��. :,__ MY COMMISSION#GG 117135 :r ''"' Type of Identification: L r = T of Identification: ,moi--.: .° : •: oust 7,2021 's=;, p• EXPIRES:August 7,2021 �'';F� �:�'' Bonded Thru Notary Public Underwr • "...q..,•os Bonded Thru Notary Public Underwriters ...1111.w..~ COW' i+... 8/3/2018 Property Appraiser-Property Details MICHELMAN JEFFREY E Primary Site Address Official Record Book/Page Tile#, 2232 BEACHCOMBER TRL 2232 BEACHCOMBER TRL 06778-01749 9404 ATLANTIC BEACH, FL 32233-4566 Atlantic Beach FL 32233 0F ICE COPY MICHELMAN MAUREEN T 2232 BEACHCOMBER TRL Property Detail__.._ Value Summary RE# 169463-0052 __ 2017 Certified ;2018 In Progress Tax District USD3 Value Method CAMA 1 CAMA —_ _ g...__ _-_�_______-_�.__.__—._.-___r� Total BuildingValue $249,494.00 I$243,643.00 Property Use 0100 Single Family #of Buildings 1 Extra Feature Value $5,260.00 i$5,178.00 _-__ ----------- Land Value(Market) $210,000.00 ' $220,000.00 Legal Desc. For full legal description see Land&Legal section below e9 Land Value(Agric.) $0.00 $0.00 Subdivision 04147 OCEANWALK UNIT 01 Just(Market)Value $464,754.00 $468,821.00 Total Area 11735 Assessed Value $332,085.00 $339,058.00 The sale of this property may result in higher property taxes.For more information go to Save Cap Diff/Portability Amt '$132,669.00/$0.00 $129,763.00/$0.00 Our Homes and our Property Tax Estimator.'In Progress'property values,exemptions and Exemptions $50,000.00 See below other supporting information on this page are part of the working tax roll and are subject to change.Certified values listed in the Value Summary are those certified in October,but may Taxable Value $282,085.00 l See below include any official changes made after certification Learn how the Property Appraiser's Office values property. 4 Taxable Values and Exemptions-In Progress If there are no exemptions applicable to a taxing authority,the Taxable Value is the same as the Assessed Value listed above in the Value Summary box. County/Municipal Taxable Value SJRWMD/FIND Taxable Value School Taxable Value Assessed Value $339,058.00 Assessed Value $339,058.00 Assessed Value $339,058.00 Homestead(HX) -$25,000.00 Homestead(HX) -$25,000.00 Homestead(HX) -$25,000.00 Homestead Banding 196.031(1)(b)(HB) -$25,000.00 Homestead Banding 196.031(1)(b)(HB) -$25,000.00 Taxable Value $314,058.00 Taxable Value $289,058.00 Taxable Value $289,058.00 Sales History Book/Page Sale Date I Sale Price I Deed Instrument Type Code I Qualified/Unqualified 1 Vacant/Improved I 06778-01749 10/2/1989 I$38,500.00 WD-Warranty Deed Unqualified Vacant 06968-01905 9/10/1990 I$58,000.00 WD-Warranty Deed Qualified Vacant I .r Extra Features , (LN I Feature Code I Feature Description I Bldg. I Length I Width I Total Units I Value 1 1 FPGR7 Fireplace Gas 1 0 0 2.00 $2,606.00 I 2 DKWR2 Deck Wooden 1 0 0 582.00 $2,572.00 I 4. Land&Legal Land I LN I Code I Use Description i Zoning I Front Depth 1 Category I Land Units I Land Type I Land Value LaI LN1 Legal Description 11 10100 I RES LD 3-7 UNITS PER AC I ARS-1 190.00 1137.00 'Common ( 1.00 I Lot I$220,000.00 1 42-001 08-2S-29E 2 09-2S-29E 3 37-2S-29E 4 OCEANWALK UNIT 1 5 LOT 24 - Buildings Building 1 Building 1 Site Address Element 'Code (Detail 1 ,�� 2232 BEACHCOMBER TRL (-6--\.; SJ,r— Atlantic Beach FL 32233 Exterior Wall 16 16 Frame Stucco ,;i A Li Roof Strad I. L 3 3 Gable or Hip T Building Type 0102-SFR 2 STORY Roofing Cover 3 3 Asph/Comp Shng ( BAs Year Built 1991 Interior Wall 5 5 Drywall 1—,.--. Building Value $243,643.00 Int Flooring 12 12 Hardwood ,.. FUA:BAS Int Flooring 14 14 Carpet 'tel?,i— s"--" Gross Heated Effective Heating Fuel 4 4 Electric ti Type Area Area Area A ":. HeattingAirdTYPe 4 4 3 3 ForceCentrd Ducted I L r� I I Addition 189 189 170 Base Area 1570 1570 1570 - Finished upper 506 506 481 Element !Code story 1 Base Area 506 506 506 Stories 2.000 Finished upper Bedrooms 4.000 story 1 346 346 329 Baths 2.500 Finished Garage 346 0 173 Rooms/Units 1.000 http://apps.coj.net/PAO_PropertySearch/Basic/Detail.aspx?RE=1694630052 1/2 Doc # 2018185961, OR BK 18484 Page 519, Number Pages: 1, Recorded 08/08/2018 10:46 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 Permit Number 5QGS/0 —o? 7 Parcel ID Number)b9 N 63-OO NOTICE OF COMMENCEMENT State of H$grri�ide • County of\)u\I GA The undersigned hereby gives notice that the improvement(s)will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following Information is provided in this Notice of Commencement. 1. Descsipti o operty(le al descri tion of tI g.proper�tyy,,and street addr ss if available • Address' elA comber— Irl H l' 40f eff�G,...fG-39 .3 ��/ i r� Legal Description ,�-D fl-�.Pj•-�9LG Q�r-�$ •of`f� 37'.-P5-Pcj� QCeanpr } (� • 2. General description ofimprovement's)i �� Nue"f CRA t SrG.reenc 3. Owns •formation Nam: R f Vr ,i �P o e&Fax Number g0cr2 7 • • Address-�� 1rfr f+ e ; Lr '•. Interest in Property.CXJjr)E 4. Fee Simple Title Holder(if other than owner shown above) Name Phone&Fax Number Address 5. Cont. ..r Name ' It Labe Phone&Fax Numb, t107Qa708N$ Address 0 ( rt on ( .3tt f..tY )WOpol Y. .7d7-C 6. Surety(if any) J Name" Phone&Fax Number AddressWA 7. Lender(if any) Name' Phone&Fax Number • Address" 8. Persons with the State of Florida designated by Owner upon who notices or other documents may be served as provided by 713.13(1)(a)7,Florida Statutes. Name Phone&Fax Number • Address 9. In addition to himself or herself,Owner designates the following to receive a copy of the Lienors Notice as provided In 713.13(1)(b),Florida Statutes. • • Name Phone&Fax Number Address •• 10.Expiration date of Nokia of iammencement(the expiration date 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 .---EOMMENEEMENT-ARE-CONSIDERED-IMPROPER-PAYMENTS-UNDER-CHAPTER-713-PART-1 SECTION-713:13;-FLORIDA — - STATUTES, 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. W YOU WEND To OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMEN T. 11. ` �i. Vit^AY ^^ �ar•ect E. 14ickc(wt&ry Signature o Owners or Owners Authorized Offser/Direnor/partner/ManagPrinter nt llama •c Sworn to(or affirm5d)and subscribed before me this 6day of Val,ate 2 1I by t-i. 11 u N (type of authority,e.g.officer,trustee,attorney In fact)for.5C�f (namegf party on aghalf, of „whom instrument was executed. personally known to me or V produced XlG1`tdc, Vfl'(f5 \ft IIS,.._ as Identification. .,fr l s ef.n `-kp.1V �(J (Seal) `\ Notary PubFc•Stew oonde rtf, Creanbyp,f lie 11426 Nane(prM[j MYC01ga txeYes ..., 2012 -AND- .Bonded n'" %tlarral Notary Arse. Verification pursuant to Section 92,525,Florida Statutes. Under penalties of perjury,I declare that I have read the foregoing and that the facts stated are true to the best of my knowledge and belief. ��//� � Signal of Natural Parson V•r e on Signing tin keen)Above r OFFICE COQ PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA Project Name: / Ch°1/1.7 n Permit # X&SLf–Ua 6 Project Address: 2, 3g 5ec,,ct, ccmi-,,,,- --r-r ( 4-1/0,/ic 5ecc4 cc 3P ).-33 As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: wwwv.floridabuilding.or . _ '' I Lt. Category/Subcategory Manufacturer Product Description limitation of Use State# Local# A. EXTERIOR DOORS W 1. Swinging J V do ZN cb 2. Sliding =Zioa O 3. Sectional O. d Au p P 4. Roll up O m o z8 w 5. Automatic W Q o 6. Other ~ —.. I O z z Q,I N co B.WINDOWS Q to z I. Single hung O LL c2 til 2. Horizontal slider o. ¢ m 3. Casement 55 0-- w o 3 4. Double hung �> w OC w LI w 5. Fixed CC cc 6. Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 17. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local # E. SHUTTERS 1. Accordion 2. Bahama 3. Storm panels 5710/r, c,4" 5(Orrl CCfk I r /1 ? • 4. Colonial 5. Roll-up 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor 2. Truss plates 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall 12. Sheds 13. Other G. SKYLIGHTS 1. Skylight 2. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. (Contractor Name) (Print Name) (Signature) Company Name:Pe//G W .')O1oc4JS aic/9o0 rS Mailing Address:3 s4 W Sk e R O a c Y 3 V City: Coil to OC Q/ State: It/ Zip Code 7.50 Telephone Number: ( ) Fax Number: ( ) Cell Phone Number: (.27) 63 7 8' Oo E-mail Address:-km. Olhott/ ‘f eXeecJ i e 6 r/'-)% J •C aPI .• to 0 1—• "" • • , .„ sz( • ti I --r a.0 V. ;.iH�1,. - - _ CAiC ;C) k._+I.flkit i= i :� .hEE1_ iet`CE .::U-E:!-L�= 1 .. t----7-- :.i.410131.7 c•sionrs vowcrc'rWZ I Phone:888-962-7283 - Fax:239-563-8752 " Email:orders@srormsmoa.com " e,v,,v.,.s-.ormcatcher.com Ell 6.1E Dealer: Pella Windows&Doors Phone: 407-937-2848 IPaoe: 1 or 1 Job Name: MICHELMAN,JEFFREY Jobe: 7188MH1 RR IFax: 407-937-3225 (Date. 7/24/2018 Contact: FRANK COKER Email: COKERFO@PELLA.COM FBC S FL-11291 THIS FORM FOR SIMPLE 2,3 or 4 SIDED GROMMET SCREENS` GTG=Grommet to Grommet,TTT=Tip to Tip.(See fig.1) Screer Color White Grommet=(Grom) ANCHOR LOCATION, SPACING 4 TYPE Equal Spaced=eq sp : FRONT-OF SCREEN'INDICATED BY LABEL . • OPENINGS TOP BOTTOM ....; LEFT.• ,. RIGHT.: .. WIDTH, HEIGHT ,.,FLAP" QTY;j 1 N/A N/A 12" 12'• GTG .:.TTT .GTG:;: TTT . No 10 N/A N/A Grom Grom 12" 91" WA 104' Front Back QTY:I 1 • N/A WA 12" 12'• GTG. :TTT, : GTG ,TTT • No 15 NIA NIA Groin Grom I 12" 39" WFrontA 88" Back oTY:l 1 N/A N/A 12" 12" ,GTG ..TTT-:..GTG •,TTT. No Front 20 N/A N/A Grom Grom i 12" 80" N/A 102" Back QTY:I 1 N/A N/A 12' 12" .-GTG TTT-!_,GIG TTT; No 25 N/A N/A Gran Grom 12" 39" N/A 88" Front Back OTYiI 1 N/A N/A 12" 12" - GTG • TTT .GIG.. TTT; , No 30 N/A N/A Gram Grom 12" 39" WA 88" Front Back Q7.--I 1 N/A WA 12" 12" •GIG- . TTT-• GTG TTT . No 35 N/A • N/A Grom Grom 12" 39" N/A 88" Front Back OM! 1 N/A WA 12" 12" -•GIG. . Tr- .;GIG ITT No 36 WA N/A Grom Groin 12" 52" WA 30" Front Back QTY:I 4" 6" 8" 12" n/a 4" 6" 8" 12" Na 4' 6' 8' 12" Na 4" 6" 8"12" n/a .GTG;: •.'TT -.GTG ,..TTTI Y / N (Grom) (WA) (Grom) (WA) (Grom) (N/A) (Grom) (WA) Front (1 Grom e•sP.) (1 Groin eq-sP.) (1 Grom eq•sP•) (1 Grom eq-sP-) Back (2 Groin eq.sp.) (2 Grom eq.sp,) (2 Grom eq.sp,) (2 Grom eq.sp.) Notes: —a o 0 0 0 0000 il' fig.1 :'--1 0 4 .4.4i- ii.-ioi-il--h'44_4--Mip Grommet t r. o r .d•�9.' if�e�{.•c.+).t "Note:Screens with Strap&Buckle use Strap& J :�-�� 4 t4;1u,-{:;.{4riN•.T.1".4�r. '. Buckle Measure Sheet Edge Distance °FACte $pan}Widthcor"felghi'� 'O Detail .., r.�py_-- >74g417 -+s-:rc'..� p_k.:.oi _ I:w 2 Solei GTG:ir=>!156:4M=-+' "`Note:Topmanual roll upstorage flap. O o I`I,4 k:{'al.tiZ;e a-r,-�k4��hr -��r�-F-" g P- Fai ax:3parn+ door flelghAl'® n l•- 3:11:4edIEUTG '>229.5p a ta Note:EDGE DISTANCE REQUIRED for i/4" +FTi;.;�41� .. .. '4 1M'i O o 1'. h4:.'-11..t"'k;,1H!-.'lew= 01312018' Florida Building Code Online /117,/j7). *-C:-- 1,-1'.-- , M .1.wm BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search b . r4#- ProductAproval C = Product Approval Menu>Product or Application Search>Application List>Application Detail y 4., FL# FL11291-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Storm Smart Industries Address/Phone/Email 6182 Idlewild Street Fort Myers, FL 33966 (239)938-1009 brist@getsmartcompanies.com Authorized Signature Brian Rist brist@getsmartcompanies.com Technical Representative Brian D. Rist Address/Phone/Email 6182 Idlewild Street Fort Myers, FL 33966 (239) 278-9092 brist@stormsmart.com Quality Assurance Representative Dan Reames Address/Phone/Email 6182 Idlewild Street Fort Myers, FL 33966 (561) 322-5325 dreames@getsmartcompanies.com Category Impact Protective Systems Subcategory Operable 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 Frank L. Bennardo, P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Troy Bishop, P.E. 4' Validation Checklist-Hardcopy Received Certificate of Independence FL11291 R7 COI Indep .pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 2014 ASTM D2843 2010 ASTM D635 2014 ASTM E1886 2005 ASTM E1996 2012 ASTM E1996 2009 ASTM E330 2014 _—. ..._ _......- ............._...,.,-,_.u.-ii:ne,_...000,.nvnO A OnC\/o/Of 10%1r10%2li 112 '813/2018° Florida Building Code Online ASTM E330 2010 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11291 R7 Equiv Equiv .pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/20/2017 Date Validated 10/20/2017 Date Pending FBC Approval 10/24/2017 Date Approved 12/12/2017 Summary of Products FL# \ Model, Number or Name Description 1. I Storm Catcher Wind Abatement Non HVHZ Screen System • • Limits of Use Installation Instructions Approved for use in HVHZ: No FL11291 R7 II Dwgl.pdf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes ' Created by Independent Third Party: Yes Design Pressure: +130/-130 I Evaluation Reports Other: See Installation Instructions for additional limitations. FL11291 R7 AE Eval1.p f Created by Independent Third Party: Yes 11291.2 I Storm Catcher Wind Abatement `HVHZ &Non-HVHZ l Screen System Limits of Use Installation Instructions Approved for use in HVHZ: Yes i FL11291 R7 II Dwg2.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +130/-130 i Evaluation Reports Other: See Installation Instructions for additional limitations. ' FL11291 R7 AE Eval2.pdf FL11291 R7 AE UV Letter.pdf Created by Independent Third Party: Yes - - Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 - - The State of Florida is an AA/EEO employer.cmyright 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 click here. Product Approval Accepts: [7E u141- Credit Card Safe security MI rIucs GENERAL NOTES ` bWH41)�/F.E. STORM CATCHER WIND ABATEMENT SCREEN SYSTEM 1. TESTEDINTHE SYSTEM DESCRIBED HEREIN BEENF4, ACCORDANCE WITH FLORIDA BUILDING CODE SIXTH EDITION(2017)AND 201! �� FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE INTERNATIONAL BUILDING CODE,FOR USE OUTSIDE THE HIGH VELOCITY +(_J HURRICANE ZONE PER ASTM E330,E1996,AND E1886 TESTING STANDARDS, ,;'n O 2. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL .0 EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUIITFUN,D r7J P_ STORM CATCHER THERMAL AND OPTICAL PROPERTIES SUMMARY REFER TO TABLES REPORT SUBMITTED FOR TILE SAME PRODUCT APPROVAL. '..,.5,•I , MIXM,E.m _ 3. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DES,I1F��,P. a �¢. FOR ALLOWABLE THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR-.--�0 a STORM CATCHER SCREEN COLOR BUCK WHITE GRAY BONE BROWN WOOD ANCHOREGATIV. "Ai.% `��..'�' DESIGN PRESSURES 4. POSITIVE ANO NEGATIVE DESIGN PRESSURES GLCULATEDFOR USE WITNTH14, yF '.(� • VLT-VISUAL LIGHT TRANSMITTANCE 0.21 0.28 0.17 0.14 0.09 SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE `- \„6 - WITH THE GOVERNING CODE.PRESSURE REQUIREMENTS SHALL BE LESS THAN OR'//J t{E UVT-ULTRAVIOLET LIGHT TRAMSMITTANCE 0.12 0.14 0.12 0.06 0.07 EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES JT ' IP+` E'+ 0 SST-SOLAR SPECTRUM TRANSMITTANCE 0.13 0.30 0.16 0.18 0.09 EVALUATION BASED ON: LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. LL ,pe VLR-VISUAL TIGHT REFLECTANCE 0.07 0.53 0.26 0.44 0.22 FENESTRATION TESTING LABORATORY,INC. 5. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM'TESTED PRESSURES W _ t LAB.No. BMl IAB.No. 7590 DIVIDED BY A 1.5 SAFETY FACTOR. 7 W O z V SSR-SOUR SPECTRUM REFLECTANCE 0.04 0.46 0.19 0.4I 0_17 PROJECT No. 1441 PROJECT B.No.No. 7190 6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE Z IY �>V s �f g SHGC-SOUR HEAT GAIN COEFFICIENT 0.17 0.25 0.17 0.17 0.14 FILE No. 13-890 CONDITIONSINFORMATIOFOR A SPECIFIC SITE. FOR SITE R1OR DIFFERENT FROM TiE 1®yQ q SHGC REDUCTION _78% 67% 78X_ 7B% 82% LAB.No. 8440 CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED Z 10.9 N S TI ILO PROJECT Na. 15-9892 ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION (u LAB.No. 9695 WITH THIS DOCUMENT. SHGC PROPERTIES TESTED TO:NFRC 201.2010 USING INTERIM STANDARD TEST METHOD WITH CALORIMETRY LAB.No. 7561 PROJECT No. 17-7199 7. THIS PRODUCT IS CLASSIFIED AS NON-POROUS,HAVING A POROSITY OF LESS U .9 I L HOT BOX METHODS AND L1T1U21NG CLEAR,INSULATED GLASS. PROJECT No. 13-4387 THAN 10%. FOR THE CONDITIONS SHOWN IN THIS PRODUCT EVALUATION I 4 FILE No. 13-890 IAB.No. 9818 DOCUMENT,SCREEN PANELS MUST COMPLETELY COVER AN OPENING IN ALL Nab't OPTICAL PROPERTIES TESTED TO: LAB.No. 6026 PROJECT No. 17-7449 DIRECTIONS TO MEET BUILDING ENVELOPE REQUIREMENTS. /�/' p LU ASTM E912/ASTM E1084/ASHRAE 74 /NFRC 202 PROJECT No. 09-1664 8. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO l Y J b p FILE No. 09-665 LAB.No. 9834 WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS(BY OTHERS)SHALL BE d TESTING BY:ARCHITECTURAL TESTING,INC.,FRESNO,CA PROJECT No. 17-7543 ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. _ WHAT IS SHGC? LAB.No. 9836 9. MAXIMUM PANEL SPAN: N PROJECT No. 17-7543 LAE.No. 9835 9.1. 30'-0"FOR DESIGN PRESSURES UP TO*60 PSF V A SIMPLE WAY TO EXPLAIN SHGC IS IN TERMS OF A RATIO;WHERE 115 THE MAXIMUM AMOUNT OF SOUR HEAT PROJECT No. 17-7449 9,2. 16'-0"FOR DESIGN PRESSURES UP TO*130 PSF Z I GAIN THAT CAN COME THROUGH A WINDOW AND 015 THE LEAST AMOUNT.AN SHGC DF 0.25 THEN MEANS THAT LAB.No. 9742 9.3. FOR GROMMET SCREENS:16'-0'FOR DESIGN PRESSURES UP TO 3:60 PSF 1--4 z 25%OF THE AVAILABLE SOLAR HEAT IS COMING THROUGH THE WINDOW. PROJECT No. 17-7199 LAO.No. 9765 10.MAXIMUM ALLOWABLE DESIGN PRESSURE:SEE 9.1,9.2&9.3 ABOVE. H WHAT IS VLT? PROJECT No. 17-7449 11.PANELS SHALL BE PERMANENTLY LABELED W LTH A MINIMUM OF ONE LABEL PER Ln VLT MEASURES HOW MUCH UGHT COMES THROUGH A PRODUCT.VLT IS EXPRESSED AS A NUMBER BETWEEN 0 LAB.OE 1733 PANEL CONTAINING THE FOLLOWING MINIMUM INFORMATION: 11.1 PROJECT No. 17-7543 LAB.EC 17-7 STORM SMART INDUSTRIES,INC. AND 1.THE HIGHER THE VT NUMBER,THE HIGHER THE POTENTIAL FOR DAYUGHTING. 9647 PROJECT No. 17-7199 6182 IDLEWILD STREET,FORT MYERS,FL 33966 STRUCTURAL HEMS APPROVED EDGES FL PRODUCT APPROVAL NO.FL31291_1 £ OPENING NO.4 - V 12.HURRICANE FABRIC PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS D O t APPLICABLE.ALL SCREENSASE ALLOWED fOR TWO OPPOSITE SIDE ATTACHMENTS ��00•• STRAP.LOOP,BUCKLE STRIAE WITH NO DEFLECTION REQUIREMENTS. z 9 q r y (.500` y 1.500` y rpANEI LASER CUT EDGE PANEL 13.EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR IZuJ I 3(6 NYLON CORDING / AFFIRMATIONS ARE INTENDED. I-I NYLON LUFT TAPE $RTOITIG SPAN DIRECTION EDGE: NO HEM 14.ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6,U.N.O. g /1' 3S'LOOP HEM 1 FABRIC z PANEL HEN y HURRICANE BARRIER D -I `(4 I D. /3 GROMMET 1 B-FOLD WELD I PANEL POLYPROPYLENE MONOFILAMENT WOVEN INTO 4 • )} I 1 J 1 y 1.250" y/ 1.250• y PANEL EBASKET WEAVE DESIGN: tn tt S 2 '0.250` 1'40.375` - -- SPAN DIRECTION HEM: HEAT WELD BEIGE/BLACK(BROWN),BEIGE/WHITE(BONE), k OPTIONAL HEM SOT INC 2`PANEL BLACK,BLACK/WHITE(GRAY),WHITE,BLACK E STRAP,LOOP, TYPICAL ROLL 0 6 y 1.500 y 1.500` y FABRIC [PANEL •STRAP .M [BOOKIE/STRAP OR 0-FOLDPA1$L 4 LUFT TAPE '-i-� L. MECHANIULPROPFRTES TEST METHOD UNIT VALUE s_ ----- SII TCHING _..._.- BI-FOLD W/DOUBLE STITCHING MD CD - - 'C GRAB TENSILE STRENGTH ASTM D4632 LBS 500 550 05* MN y 2"BI-FOLD + STITCHING - DETAILS TRAPEZOID TEAR STRENGTH ASTM 04533 LBS 200 250 a 5 ' R 11 1, '� OR EQUALI. MULLEN BURST ASTM D3786 PSI 750 66 SPAN DIRECTION-SPIE:N.T.S. PUNCTURE STRENGTH ASTM D4833 LBS 200 1 a B p� E 3)1 STRAP HEM , A MINIMUM OF 3 ROWS OF STITCHING IS REQUIRED FOR SPAN AIR FLOW ASTM D737 _ CFM__ 175 - 6 ii 3)¢"BUCKLE HEM �, STRAP DIRECTION EDGES. PERCENT OPEN AREAL COE-02215 % I 5 is i i i 4 - hg -�= ASTM G154 %STRENGTH I 70 UV RESISTANCE AQUA) RETAINED -- -------- --+ DISTANCE BETWEEN ROWS OF +Percent Open Area Is a MARY. e B PANEL 2"BI-FOLD STICHING MAY VARY.STITCH PATTERNS §§6R STRUCTURAL ATTACHMENT FOR STRAP&BUCKLE: ' OR EQUAL ' DISPLAY REQUIRED NUMBER OF STITCH PHYSICAL PROPERTIES TEST METHOD _UNIT TYPICAL VALUE +y (3)ROWS STITCHING MIN.&BOX STITCH 0 EACH HEM ROWS SHOWN,MINIMUM. -- - ----- T- ® B 1111 WEIGHT ASTM OS261 OZ/YO 9.7 THICKNESS ASTM D5199 MIL 21 ' _ _ ___ -,_...____..._� ._..-_-.--_.. .. 0010060!Ex6R1EEN0GNr0ER" 0.N3`NYLON TAPE RAP SPECIFICATIONS: BUCKLE SPECIFICATIONS: ._coNSTRUCION _._ EPI/PPL - _---60X63 __ NYLON LUFT TAPE FIBER CONTENT 100%PP 15-2975 STITCHING PA ' :X100-1000 PATTERN:SPIKE TEETH GRIP CluNIB UNLESS NOTED FABRIC N1D /DIAMETER: 1.875"+/- 0.063' UHDTH/OIAMETER: 2.5`4/-0.10" SEWING: STANDARD HEM 1HI KNESS: 0.050"+/-0.010" THICKNESS: 0.050"+/-0.010" A' T138 POLYESTER THREAD(FOR ALL SPANS @ 4-/-13OPSF) .('-{0.25` .}-x(0.25` A TRACE BREAK STRENGTH: 6000 485 MATERIAL: ACETAL I MA RIAL: POLYESTER 2400/2640 PTFE THREAD(FOR SPANS UP TO 16'&+/-130PSF) 1,75• 1, GENERIC OR EQUIVALENT;SEE STITCHING DETAILS ON THIS SHEET. N f I PANE L PENNEEDD,r.E. 1 TABLE 1 LOAD ON EXISTING STRUCTURE FROM SCREEN SYSTEM -._// Tx x PARALLEL LOADS(PIF) i !• f- DESIGN PRESSURE '4 . '81 , • SPANKai 35 PSF 40 PSF 45 Mr 80 PIP 55 NSF C� 65 P8F 70 PIP 75 PSF 80 PSF 85 PSF 90 PSF 95 PSF 100 PSF 105 PSF 110 PBF 115 PSF 120 PSF 125 PSF 130 PSF =*!' ND 4§- 4• MISOM® `�' r ` MIZEM'EM '` ICEMENWEIMEHIMI573.9 r r _ ' 9M = XL 5.4'..- IMEMMEall 315.9 345.3 373.5 400.7 427.0 .2.5 477.3 501.4 525.0 648.1 570.7 592.9 614.6 836.0 657.1 677.8 698.1 7162 738.0 757.6 m ---- ---- 1 - - -- - 1'-0" 311.6 345.3 377.4_ _408.3 435.0 486.7 -'4 6 521.7 648.1 573.9 599.1 623.9 648.1 671.9 696.2 7182 740.9 763.1 - 785.1 -872 828.1 -,9.‘','.. 57,t�F �O- -- --- --- 4'-0" 337.0 373.5 408 3 441 6 473.5 604.8 ••� 564.3 592.9 620.8 648.1 674.8 701.0 726.8 752.0 776.9 801.4 825.5 _849.2 872.7 895.8 %t'CN -' 6'-0" 381.6 400.7 438 0 473.8 505.2 541.6 805.4 838.0 866.0 695.2 723.9 752.0r-779.8 808.8 833.4 859 7 685.6 911.0 938.2 981.0 %,S'/ o m S'-0" 385.3 427.0 488.7 604.8 541.5 577.1 �� 645.1 � 709.7 740.9 771.4 801.4 630.6 859.7 888.1 916.1 843.6 970.8 997.8 1024.0 ,,/�NA� �� F,01 �� 573.9 611.6 C� 849.2 880.4 911.0 941.1 1000.0 �r . 1057.2 1065.2 ' 1 W t D E.I;®i ®� 605.4 MEMBEMO� � 895.6 920.7 992.7 ®� W O .z �� 635.0 i1IEIIMMII E7 � ®� �i� ZQ �>Y,:. %-, 870.1 r r 1ao9.6 r r i a �� 666.0 i1 i��37 C t� �7i i OX w.,, MEM 1211.4 1246.3 _1290.7 1314.6 W g L u 6'-0" 491.8 - 599.1 848.7 895.2 740.9 - 828.1 870.1 911.0 951.1 980.3 _1028.8__ 1066.5 1103.8 1140.1 a ry i ._-...._..-'--- - - -i - - 11---- 11 8'-0" 616.0 670.7 823.9 674.6 723.8 771.4 � 862.3 908.0 948.8 980.3 10372 1071.2 1110.6 1149.2 1187.1 1224.6 1281.4 1297.7 1333.5 7 1385.8 W o•"S e 1F-0" 636.0 592.9 _648.1 701.0 7620_,......,_801A.._, • 895.8 941.1 985.4 1028.6 1071.2 1172.8 1153.7 1193.8 1233.3 1272.1 1310.4 1348.1 1385.3 1 14® �I/4 q,-0 MOM 554.6 614.6 871.9 726.8 779.6 830.5 .., 928.7 1021.6 1066.5 1110.5 1153.7 1196.0----1237.6 1278.5 1318.5 1358.5 1397.6 1436.1 1474.2 'Aw .. �� .T: r 752.0 IEI 'O +t��'` '� 1193.5 1237.6 1280.7 �� 1486.1 O r K2311111111MEEEIMimmt:® •.'t8 1092.1 1140.1 1187.1 1233.3 1278.5 1323.0 1366.7 1409.8 1452.2 EMICE 1535.2 1575.9 � �� •.'�� 1126.6 1176.0 1224.5 1272.1 1318.8 1364.7 1408.8 N 1641.0 1826.6 W : r riEU:TMQ'rr.0 ' 1054.8 '®' 1211.4 1261.4 ESIXIIEMIll 1405.7 1452.2 1497.9 Z 1. 17-0" 648.1 785.1 849.2 911.0 970.8 .28_8 ._.1085.2_ 1140.1 1193.8 MEM' 1297.7 1348.1 1397.6 1446.2 1494.0 1541.0 _1567.4 1833.1 1678.1 1722.6 F-4117.8" -668.0 7380 606.8 872.7 936.2 9975 .572_ 1115.1 1171.6 1228.7 1280.7 1333.5 1385.3 1436.1 1486 1 1535.2 1583.6 16312 1678.1 1724.4 1770.1 13'-0" 883.8 767.8 625.1 896.6 881 0__ 1024 0 96.2 _11M.8 1202.6 1269.2 1314.6_ 1368.5 1422.0 1474.2 1526.4 1676.9 1826.6 1674,1 1722.6 1770.1 1617.0Ul m 't"- 13'4" 918.6 849.2 885.4 7050.1 12.8 1173.6 ® 1291.3 1348.1 1403.7 1458.2 1571.7 1684.3 7816.0 1888.9 1717.1 1758.6 1815.2 1863.3 1 MIXIMIEUMMIIMEM 870.1 941.1 1009.6 1075.9 inEENEEKE 1263.5 1323.0 EMI 1438.1 =am1548.8 MEMEMI 1655.7 1707.6 17592 1=1 1659.8 1909.0 MEMIN - 090.7IEMINIIEMEEME® �` 1413.9 EZIEMINEMEE 1565.5 1640.8 1694.9 1748.3 1800.0 1852.7 1903.8 IMII (l) 0'8 111101iMMECIIIIIIIMMIEMENIKMEMBIEEME11113 7259.2 13230 1305.3 1446.2 1505 0 11=131111ELEENIEME 1733.6 EISMIIIEME 1895.0 1947.3 1998.9 D o " EIMillerrilifiEMEMI 1007.2 EzmigazillEminamprn 1352.2 1416.8 1478.1 1539.1 110=011 1657.6 1715.2 1771.9 1882.7 1936.9 1990.3 18'-0" 785.1 870.1 951.1 1025.8 1103.6 1176.0 E 1381.2 1446.2 1609.8 1572.0 1633.1 1693.0 1751.9 1809.8 1923.0 1978.3 2032.9 2086.8 �Z-a i ' - - -- - B 18'-6" -801.1--_867.8 970.4 1048.7 1128.1 1199.9 ~ � B -_1T-0" 818.6 906.0 989.3 1070.1 11479 1223.2 Ea 96.3 Ct m+B- , Q o 4 17••6" 831.9 921.9 1007.8 1090.1 1169.4 1248.1 .2_0.6 n 18'-0" 846.9 938.6 1026.0 1109.8 1190.6 1268.6 . 4.4 <. 2U7 BSF 18'-0" 861.7 964.9 1043.8 1129.1 1211.3 1290.7 -79 1. 19'-0" 876.2 971.0 1061.4 1148.1 1231.6 1312.4 .90.8OC 0 17-8" 890.4 986.7 1078.6 1166.7 1251.8 1333.7 13.4 17 &t 20'-0" 904.3 1002.2 1095.5 1185.0 1271.2 1354.6 35.5 2 Yi{ _20'4" _918.0 1017.3 _1112.0 - 1202.9_ 1290.4 1375.1 57.2__ -0" 21' 931.3 -1032.1 1128.2 1220.4 1309.2 1395.1 78.4_ fps /R 1 _ 21'-6 944.4- 1048.6 1144.1 1237.5 1327.6 1414.7 99.2 6 1 27-0" 957.2 1060.5 1169.6 1346.6 -1433.8 •19.5 22'-0" 969.7 1074.6 1174.7 1270.7 1343636 7462.5 •39.3 Ty=PERPENDICULAR LOADS 12 , I5 P 1 27-0" 981.9 1088.1 1189.5 1286.6 1380.2 1470.8 .58.6 , (EITHER DIRECTION) T=SCREEN TENSION S € r r 77.4 ' '' , R 24'4" 1005.3 1114.1 1217.8 1317.3 1413.1 1505.6 .95.7 r J Tx=PARALLEL LOADS x 24'-8" 1016.4 1126.5 1231.3 1331.9 1428.8 15225 .13.5 g! 11 26'-0" 1027.3 1135.6 12 4.5 1318.1 i44-4.1 1538.8 30.7 t B 6l 25'4" _1037.8__1160.1 1267.2 _1_359.9_ __1458._8 _ _1554.6__ 7.4 • 26'-0" 1047.9 1161.3 1269.4 1373.1 1473.0 1569.7 83.4 LOADS ON EXISTING STRUCTURE NOTE SIDE RAIL SECTION SHOWN, SLIDE TRACK, GROMMET,AND 1 € i 26'-6" 1057.6 1172.0 1281.2 1385.8 1486.7 1504.2 .78.8 SIDE,SLIDE,GROMMET,&STRAP INSTAUATIONS STRAP SCREEN LOADS APPLIED ALONG ANCHOR LINE. o. �M..°•NwE�c� 27'-0" 1068.9 1182.4 1292.4 1398.0 1499.7 1598.1 .93.6 15-2975 I 2T-6" 1075.8 1192.2 1303.2 1409.6 15122 1611.4 07.7' 28'-0" 1084.2 1201.5 1313.4 1420.7 1524.0 1624.0 1 21.0 MALES NTS UNLESS NOTED @d 28'4" 1092.1 1210.3 1323.0 _ 1431.1 _ 1536.2 1835.8 33.8 ^ (`M- 7+ 29'-0" 1099.8 1218.6 _1332.0 _1440.8_ 1545.7 1647.1 45.4 i mum 1106.5 1228.2 1340.4 1449.9 1555.4 1857.4 756.4 30•-0" 1112.8 1233.3 1348.1 1458.2 15643 1668.9 766.5 -� . / Mfir Uftlio1. 1 - ,�10,.,,rv1� ooew „1 IR �'1 WO7'SS311dX3WNT1Lv NI91L m.arcial.mm auai LV�mMVIBIlO1OlIlYY�' E O bll Id M )fit'Ji'!,//, NOO'Sg)1dn39NM'e3N19N300'TAH:? - 1mlmillr80.DM. .tOOimwnr. 1PI :_e0,'/, ZN/d+•NON T'T6TITli Y8)SAS 1N31E LV6r OWN,18hQ1VJ',ROWS .w'N®mll 10.• ow On et T1IPKL(KW u99PKT lK611 'oleaswmnmanuuoHw.auwmin.0 Sj° ££- HJV38 Ql314M330 _ : Q+ �/(�I�J�J �� ,..11! 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Z LLym or o n mm1419 b"10 17 b Im o n b m o e71nmo 9 bAmo • Zy g Jou, SQANA1Ot-rmN v- NAmp NmnAmI0YmwnNM .Nm 1-4 2 Q a uO r N N N N N N P)VI N OVYrP n b 0 b b m 0 0 U 00 n I I U' 5 0 P 1 I I i O 1.. Opw g o 0 0 0 0 0 0'0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0p Z . X p wm , 2.- sB�Is$s up. $SP, WWW.0 .§W. �O W j0 (i� I i I I I Q U , ZW W _7 w O Lc U; V 0 61.'1 0 0 b 19 0 m m M O m b A O 0 b n O m n 19 0 m b t7 O =IX N WZ Gel 2p0o U 0 1'Z A N 17 In 0 m g N f m m m m.g n. N M�w mm m mp N'O�mN m p o 0 V/ all w N N N N l l. . ... .eP 1 et lD n In n n(D ZCC Z a 1 1 d y 11 a 0inO n O m O b O nOn O m O bml9 0��nn m O 0 0 m o b O m o F OyrAnm np op CL"--.. - OW0Nn NNNNNN0P9rrYYfqO " R T 0 1 I- IMbm0Nnm nb,1O n b m O l' nO TO n m m 0. 0 -NY p ppy c. m AmNNN1DNxMXn%mp:y RnO0 III i n G 4 0+0 0 0 010 0 0 0 0 0 0 0010 0 0 00p 00010'0•0 p o�Gn p op 0 0 0 0 0 0 0 0 0p 0 p 0p 010p 0 0 0 010 0 0 0 0 0 0 o G1'oo 0 O N M b m V' b A 0 1O 9 O)m N)'1 n IO O a-(N Q 2 m 0 019 0 A ' _ N _ R p I 0 O n O Nl C N - O N N N N N N 17 A N m m IY Y f O < .e 0!0a ban •b n 0 m m m-0 ,....„...r.„..._... m - - - - -_- m I 1 1 i : 1 I . t p Nl 19 0 m m)?O m b 19 O m n(0 O'm m 0)O m b l9 O m N?t9 0 m m n I O m e?^l 0 m'm)?1On or b l0 O m b 119 O m in 9) O �09 N) n) O d N O N A n m A m O 1 Oy N•1 f mIAIO pNp m 1 G9 19)f)I'b N N O'll"IN mm 1��)N 2 A O)O M mp om IAIm IO r N f In A LD N N m N N N N N N N.19 CO- l9 t9 MI.N Q e P et,.Q Q b n n n n b n m m$(D m cps A A A A A A A m m 1 i ; 1 I ! 1 1 1 1 -7 —I 11 p O 1n 0p In O m 0p m O b}0�1n O b�p 0 10 O n pQ 0 n OIb 1Oq i mp - In O n O n 1C On 10 O m C m'ION loon n O H O In oln O n o n 8 O m o m 1p C .n m G N lA9 10 m 'S N N N N N N IN t9 19 t..l9 l9 CI I,r .. . .. .IIm biblb In N 1O w wm m Olm Iwo b IAO {0 . . A A . b b m O g n m O 0 m m O n n m O n m 1O O M b l m O 1? Ym (Opp Pl 10 m I0000 IO mm�p0 191 n m 11pc11 9) m 0 0 .1 b'm O P) mp 0 0 119 ID 1009 0 m e) tV N g o A S$C O 2 N N O N m 010 f N a9 19 ...eel,-Im9 x'11.. . .IP,-PW N..... .. . .Smmt0 m mIm O O '4 O N!9 von N N N N N N N N C) l9 l9 I ' i 1 1 1 I I I ' u.m Opp O 010 OQ O O p O O p O O O O Op Q O O O O O9 O O p O O 0 Opm O O I0.O lo op om O O 0.O O 8 O 01010.0 0 0 p 0 0 p 0 0 0 8 0 0 0 O O 10 fp0 O O O 0. OIOt` g`""-Nl9.li) AmmNNNNNNNNNN P) g19 1919; l9l9f iIfI19PbIOPmam� Innmbb10bIAn § E § I I i m 10 l9 G m 10 1(7p 0 0 m m 0 0 b nm O m n N 0 m1(eg111m91 O m 0. 00 m IOI89 O m 0 In 0.0110p 117.100 m if l 19(p010IIn119 O 0 m 0. O 01mp m O b m m A A O O .q. .r Y m 1OAIm m N N;1 N N N - N N N 10V 19 19 M N 19 N119 M l9 109 i P<!f 1 P lv O P P < wIYlln n N "I i'�'` 1 1 1 1 I I I m o,,,,,,, ,,,,,,,, 0/00g,p N 0 r 0 01 00o101 0 0 0.p 0110'H o u) . 0 o 01 b N G 0 0 fV 00 10010 m 0 01 n 0(p0j0I0IN 00 0 0 N O (010 0 O Ni g ..- .iD o,-m $.. °—""A19IOlellL°4"-- O 010TH IN N N N NrN N N e9 19119 1.9 1•)m g 19 e9�10911A9m l9 19 < . .1f IriP .. Lu J CO = 1 ?. 191999 " ?+a999aa99?99999I99999999999999!,999999�I99999R9999 Q VV199ffnnmC {- D C CW O O DrI� VNN NNA 1VN NNVnNNNNM N H j I , I 6.pllsc))4.v+sauslmummn 08i LICEtelM17NN1+I-l10-1601 V III045 II.1.1.1y runt mimeo meg s10-g imasioLdvA 4.10. I14sz•[MOM `\\11_ .. A' 1 4 q TABLE 3 MINIMUM SEPARATION FROM GLAZING VALUES •'•• '....!...4'....,4., ESSENTIAL FACILITIES AND ZONE 4 ONLY sem: x,931,_ ' `1 Fabric Span LOAD(1PSF) - _._--1 30 36 40 46 50 65 60 66 70 15 60 85 90 95 100 105 110 115 120 126 130 - • -r, 3.00 n 2.30' 2.37" 2.43' 2.49' 2.64' 2.68' 2.64- 2.88" 2.72' 2.76" 2.60' 2.64" 2A7 2.91' 2.94' 2.97" 3.00' 3.03" 3.08" 3.00' - 3.130" 3.12' _ t nowt'L IIBINARDO:e; -------._.-._..._ _- --_ . _.__. .06" •_ 4851 3.60 n 2.60' 2.88' 2.76' 2.83" 2.88" 2.96" 3.01" 3.06' 3.12" 3.17 321" 3.28'.__3.30' _ 3.34" 3.38' -_ 3_42' _. 3.46' _..3.50' 3.53" 3.ST 3.80' + 4,008 2.87' 3.01" 3.10' 3.16' 3.26" 3.33' 3.40" 3.47" __3.63' _ 3.59" __ 3.64" 3.70" 3.76" 3.80' 3.65" 3.89' 3.94' 3.88' 4.03" 4.OT _4.11' :�0��. TATR16r \ _ 4.60 n 3 23 3.35" 3.46' 3.56" 3.61' 3.73' 3.81' 3.89' 3.OT __ 1.03' 4.09' 4.16' 4.22' 4.28' 4.33' 4.39' -_4.44' 4AB' - 4.61' 4.69'_• 4.84' ��ry 5.0011 3 57" ..._3.70' 3.63" 3.94" T 1.01' 4.14"- -- 4.23" -- 1.32" __ 4.10" 4.48" 4.36" 4.63' 4.70' 4.77 4.63" 4.90' 4.98' 5.02" 8.OT 6.13' ••6.19' _ '++i+s, - s 6.60 n 3.91" 4.07" 121' 1.31' 1.48' 4.67 4.67 1.77 4.67 4.98' 6.04" 5.12' 5.20" 5.26'_._ 5.36" 5.43" 6.49' 6.66' S.b3' 6.69' 8.75' 7 I IN I Ow A)� . 9.00 8 4.27" 4.45" 4.00" 4.75" 4.88" 5.01' 1 5.12" 5.24" 5.34" 5.44' 5.54" 6.63" 6.72" 6.81" 6.59' 5.97" 6.05 8.12" 8.20" 8.27' 6.34" 11)V) uire gg 6.60 n 4.04" 4.83" 5.01" 5.17 5.32' 5.46" 5.59" 5.71' 5.83' 5.94" 8.05" 8.15 6.25" 6.35" 8.44' 8.63' 0.62' 970" 6.78" 8.88" _ 6.94'_ (() u N ^ uri 7.00 8 5.02" 6.23" 5.43" 5.00" 5.77' 5.92" 6.07" 8.20" 6.33' 8.48" 8.58" 6.69" 6.60" 8.90" 7.01' 7.10" 7.20" 7.29" 7.38' 7.47" 7.55 11 w o -i I .2t 7.60 8 5.41" 6.64" 6.86" 8.05" 6.23" 0.39" 6.55" 8.70" 6.55" 6.98" 7.11' 7.24" _ 7.38" 7.4T 7.58" 7.65" 7.80' 7.60" 8.00" 6.09" 8.19" rLn i 11 111.1:', 5.00 8 6.80" 6.00" 629" 6.50" 8.70" 8.88' 7.05" 7.22" 7.3r 7.62" 7.88" 7.60' 7.93" 6.05" 8.18" 8.29" 8.41" 8.52" 6.83' 8.73" 8.83' 'L7J An Q m i o 9.50 8 6.21' 6.45 6.73' 0.96" 7.18" 7.37" 7.50- 7.74' 7.91' 8.0r 527' 8.3r 8.51' 6.65" 8.78' 8.91" 9.03" 9.15" 927 9.38" 9.49" L N p V d 9.00 8 0.62" 6.92' 7.19" 7.43" 7.80' 7.05' 0.08' 8.27" 8.45' 8.63' 8.79" 8.95" 9.11- 9.25" 9.40" 9.53_- 9.67" 9.80" 9.92" 10.04" 10.16" WWJ lll��UJ 8".J s=u - --_-----'- - _, 8. ____ ._- -- -- _ - -- 9.60 n 7.04" 7.38" 7.65" 7.92" __ 8.16' 8.39" 6.01' 8.82" 9.01" 0.20 9.38" 9.65 9.71" 9.87' -10.02' 10.17' 10.32'_ 10AT_ 10.69" 10.72" 10.86' 0 -- --'--._.. ._- ---. -- _ I 10.008 7.IT 7.61" 8.17 8.10' B.BT 8.92' 8.16" 9.37" B.6e" _ D.7B 'lir 10.15 10.33' 10.5D' 10y88' 0.82' _ 10.97 11.12"._..11.27 1141',,,. 1155 , 1 -_ _..._- .--..__._____ ... I p W A 10.60 n 7.90" 8.27" 8.80' 8.90" 9.10' 9.45" 9.70"-- 9.93' 10.16" 10.37" 10.57 - 10.77' 10.98' 11.14" 11.31' 11.48" 11_05' 11.60" 11.97 12.11"-___.12.25" 2.O 11.00 n 8.35" 8.73" 8.08' I 9.41" 9.71' 9.98' 10.25" 10.60" 10.74' 10.97" 11.1r 11.39" 11.59',..__.. 11.70' 11.97- 12.15" 12.33' __12.50"-__-12.86" 12.87" 12. _ 11.60 R _8.70' 920' _ 9.55 __9.82' __10.24'--10_.54'-- 10.87 11.08" 11.34" 11.58"-�- 17.61' 12.03" 12.24' 12.44"__12.84' 12.83' 13.02' 13.20" 13_3T_ 13.61' 13.71' 12.008 9.26" 9.08' 10.08" _ 10.44"__10.78' 11.14 11 39" -11.61 11.04 12.20" -12.44"--_ 12.6r 12.90" 13.11" 13.32' 13.57 -13.72' 13.91"_ 14.00' 142r__ 14.45' O C' a 12.508 9.71" 10.17 10.68' 10.97" _ 11.33" __11.85 1197 12.27 12.65"_ 12.82" 13.08" 13.33' 13.58' 13.79" 14.01' _14.22' 14.43'__ 14.83" _1493'14.83' 15.07_ 15_20' z 1J.008 10.19' 10.65 11.10" 11.61" 11.65 12.23' 12.60' 12.88" 13.17" 13.46" 13.73" 13.BY 11.24' 14.48" 11.71' 14.83" 15.16' 16.35 15.57 15.77"-_ 13.508 10.05" 11.10" 11.62" 12.05" 12.44' 12.81" 13.16" 13.49" 13.80" 14.10" 14.38" 14.66" 14.92" 15.1r 15.42' 15.06" 15.88' 19.10' 18.32" - 10.53" 18.73" - tn 14.00 n 11.13" 11.67 12.16" 12.60" 13.01" 13.40" 13.70' 14.11' 14.44' 14.75" 15.05' 15.34' 15.01" 15.88" 16.13' 16.38" 10.62" 16.86' 17.06" 17.30' 17.52' W c A 14.50 n 11.57' 12.15" 12,59" 13.15' 13.59" 13.09" , 14.38" 14.74" 15.08' 18.41" 15.72" 16.02' 10.31" 18,68" 10.69' 17.12" 17.37" 17.01" 17.65' 18.08" 18.31' .. 16.008 12.11' 12.49' 1322" 13.11" 14.11' 14.59" ' 14.99' 15.37" 15.73" 1907" 16.40" 10.72" 17.02" 17.31" 17.59" 17.88' 18.13' _18.36" - 18.53" - 16.97" 19.11' 2 16.50 n 12.60' 13.22' 13.77 14.28" 14.79" 16.20" 16.62' 16.01' 18.38' 15.75" 17.08" 17.42" 17.74" 18.04' 18.33" 18.82" _ 16.88' 19.16' 19.42" 10.07 18.92' 0 16.00 n 13.1r 13.74" 14.32' 14.85 15.35" 15.82' 1825' 18.60"' 17.05 17.43" 17.79" 18.13' 18.40" 16.78" 19.08" 19.38" 19.6r 19.95' _ 20.22' - 20.48' 20.74' _ D IL 8 15.608 13.67" 14.34" 14.94" 15.50" 16.02" 10.50' 15.90" 0 9 ni 10 I` 1-- 1-- _ z g 17.00 A 14.27 N.97" 16.61" 16.18' 16.73" 1724' 17.77 ,-1 ' - . 1 17.50 ft 14.8r 15.62* _. 1800 I1 15.52"__. 16,28" i8.9e' 17.62"_ 1821" 18.77_- 19.29' pad" R'Q .18.60 n 16.17 16.97" 17.69" 18.30" 18.95 19.56" 2°11" Q m ° a 18.09 8 __13.63"-- 17.08"__.._ 18.42" 19.12" _ 19.19.77 20.3r_ 20.94" 2 h 19.608 17.51" _18.38" 19.1r 19.90" 20.57" 21.21" 21.80" NOTE: INSTALLATIONS In 5 20.008 18.21 _19.11" 19.94' 20.70" 21.40' _ 22.06" 22.06" NOTE: INSTALLATIONS �¢ 20.508 18.92" 19.87 , 20.72"_ 21.51" 22.25" 22.93" 23.58' OUTSIDE OF THE HVHZ OUTSIDE OF THE HVHZ f 11 21.008 19.86" 20.64" 21.53" 22.35 23.12" _23.83" 24.60' THAT ARE NOT WIND ZONE THAT ARE NOT WIND ZONE OC E bi 21.508 20.40" 21.43" 22.36" 23.21" 24.01' 24.75" 25.45 GLAZING 4 OR ESSENTIAL FACILITIES 4 OR ESSENTIAL FACILITIES 0 x x2.6008 21.18' 22.24" 23.21' 24.10' 24.92' _25.89"_-_ 26.4r DO NOT REQUIRE DO NOT REQUIRE 22.508 21.87 23.07 21.08' 26.00' 26.88' 26.86' 27.47 SEPARATION FROM GLAZING. SEPARATION FROM GLAZING. w S 23.008 22.78" 23.93" 24.91' 25.93" 26.83' 27.06' 28.44" _os6 # -- 23.60 n 23.67 24,51' 26.80" 26.89' 27.82" 28.0r 29.50" x4.0008 24.48' 25.72" 126.84" 27.88' 28.84' 29.74' 30.58' DEFLECTION MUST BE 1 1.7cr f \ / DEFLECTION MUST BE qe Si 21.6on_ 26.36" 20.05' z7.er 16.89• 29.89' 30.82" 31_70' MEASURED AT PANEL MEASURED AT PANEL ' ' b 1 25.0011 26.28" 27Ar I nor 29.9r 30.97 31.94' 32.85" MID-SPAN. SEE TABLE MID-SPAN. SEE TABLE ► �P 11...,. . :_i'10 i' 26.6011 2722" IB.eo' 29.05 1 31.01" 32.08 _33.09' 34.03" ABOVE FOR MINIMUM ABOVE FOR MINIMUM -- -- 26.00n 26.19" 29.82' 30.92" 32.12' 33.23' 34.27" 35.25 SEPARATION FROM GLAZING. SEPARATIONOFFROM GLAZING. - 28.60 11 29.18" 30.67' 32.02" 33.20' 34.42" 35.50' 36.51' I 3 i 27.0011 30.22" 31.76' 33.10' 34.45" 36.64" 36.75 37.82" a g b 27.508 31.29" 32.80' 34.34" 35.87" 36.91" 38.07" 39.16" SCREEN i 1 -__._... .__-_. _... _......-._-...- 28.00 R 3240" 34.06' 35.58" 36.84' 38.23" 38.43" 40.68' - 26.50 n 33.55' 35.28" _36.82" 38.28' 39.59" __ 40.63' 42.01' ! . . . 29.0011 34.74" 36.52" 38.14' 39.62" 41.00' 42.30' . 43.51" DEFLECTION DIAGRAM DEFLECTION DIAGRAM Corvnicv.EnC.INFFN"c EVE^.F A 29.50 n 35.98' 37.83' 39.60' 41.04" 42.45 43.81" 46.07" 15-2975 30.00 ft 37.28" 39.19" 40.93', 42.52' 44.01" 45.40' 40.70" !MALE:NTS UNLESS NOTED i 56 1 11111111111 ti, . ` \ 9 KI-S11 j� ,:l 611 .1 T I XI Hw.Pro WITS(Tr) i l• (SAH MLT CA I _�' IVOR BRACETT 3.oronf.m.fr _ _ HI11nN1IY HOOD BSL ` / I\.OI EMIR! f '-moi L eENNMD0.1.�. —_-- --_ _ _.-._.. ROIL FORM.010'IUM. �--pµ(�E1E 1 ♦ rf tt f1^Tn10�• o 441111111 `1 J r\ —SAIF TVA �°1- O' `1��1fD� \I40 —._ —__—r_11T_1 —.--FlYZYI/e•ANfAE AITAGED / 401 '1 I I W .p ' _--__.—. At 24-0.C.MAX. i ... ' _ CEPA OR nIIKA.w unvrn ALUMINUM BOX COVER STYLES y F { ___=:--,-{_ _ 17 1/re omit POP MIS(RP) ROLL IP fCnEEN MIl1LU11W�fGIF:NT.9. W EW- O g i,,.*5*55j s -- - L`- T' T---"=---- °Cr:"EOnfn DR TOnm (�a ><,,g6,.. W LL O 10 } 7_1 - SITE OR HUM.TUBE Z v m I Z J S tbmm OR lOmm ^ .E ~ -_ _ _ _ _ - _ IDLER UP TO 100 IBS SCREEN WEIGHT WRH. W W 9 G1 - __1_.-- BMW RATE OR STIN ND dt _ ___ - -- "1 _ 6... MJIhTIdE PKOF �� (3)5/16-TAPCON OR ;L; ---- f TO M' SDC PLATE (3) 1/1•/f1•SAES U13W!-Ii Z (-`- '-: I POW 4.LEMS Om) . b m wTOP EPP( ' L C' il— L HUYNUY H000 RCM SPE AIDE 40 RAE ROLL raw Mr HW. X. .Tr- . — _. SME i__ f 100/4.TENS(IMP) r4 ._.�.:(_..'_ _ _ T— _ UP TO 200 IRS SCREEN WEIGHT WILH. z ---'-- I1..—____-- — SCREENfli (4)5/16"R TAPCONS OR —Ir ..7- 360' ` Q (4) I//•Oft'SOS 1 ) W F,' - 360"AW1. SPAN mum e011DY 6+A r-1 d ROLL-UP SCREEN SINGLE PANEL-ELEVATION I- e I/) 4'a - TYPICAL SINGLE SPAN w To x-0•INSTALLATION-N.T.S. RASVC TRACK TRW fGfnnl UP TO 350 IBS SCREEN WEIGHT WIIHL Q 9 yn 8 E ® ROLL-UP COMPONENTS AND END CAP ASSEMBLY DETAIL a (4)5/I6'0 TAPCONS OR ROLL.UPSCREEN IN510UATION-N.T.S. Q (6)I/4h1 SMS .--f ..—.1 _ Q zO = I _ -I� L MOUNTING BRACKET SHAPES i 5 z P ROLL-UP SCREEN INSTAIRATONS•N.T S. c G _ _ From SIAUCRIRE Q 9 £ 1 a - _j_ HUM.MULLION BUILD-IN OR BUILD-WIT r, -- �- o — VI . y ' ' . . . (TU -- _ . . .. al SEE BRACNEI FASTENER SCHEDULE THIS SEE BRACKET FAWNER SCHEDULE THIS i P � .1-- STENER SIZE A (TUMMY relf f SLEET FOR FASTENER SIZE AND L>fAW1T1Y SHEET ICS FA hill 6 1:411:41 1:11 ili J-4 -- -- MOUNTING BRACKET MWNTING BRACKET rnrss^ MOUNTING BRACKET SEE DEUR THIS SHEET) 15-2975 360"MAX. SPAN vnOTN (SEE DETAIL THIS SHEET) (SEE DETNL 11N5 SHEET) • SEI NT5 UNLESS NOTED ROLL-UP SCREEN MULTIPLE UNIT-ELEVATION MOUNTING BRACKET INSTALLATION lok g APPROVED INTERNEOIATE MULLION REQUIRED FOR INSTALLATION-N.T.S. G�ROLL-UP SCREEN-N.T.S. P „LIIIITIA.y 1 \`� 6EN/y '''�'✓�t.fevwANoo,P.E WALL 1HF APPROPRIATE AM.HORS 10 ME GIVEN 1/IY SW-TAPPING \';.'........•q• 171 OOsf5N INSTALL APPROPRIATE MENORS SMS S•MAT F/CI END `F''�LC,ENS SUBSTRATE 0 21.OC.(PYP.). HEAD BOK ANCHORS 21121!1/8' �.•' ($.�� ;-_ ... . , , • • ARE NOT REWIRED FOR STRUCTURAL SUPPORT Of COHDHUO:5 AS NEEDED to PREVENT \ SYSIEN AND TI EREFOHE DO NOT FOLLOW TIE ALIMMIN ANCIE ROUSING.FROM WAG. K•WOE BUILD-OU1 HOUR AND 21.OC.(TVP) Q' SEE SHEET 3 FOR TURF PMisNS JABRIC ATTACHED PER Q'.' ..... O PEDp46 ' '2.�. ANCHOR TABLE SCHEME. MANUFACTURER'S _ _ L..:'-�,. 2.1f21U/B•CONTINUOUS SPECIFICATIONS. * JI • l ALUMINUM ANGLE •. .AQP SMEARS°,P.E. t• T • A � /� STAtE OF ` • .,�c�SSION.• �` L.) N > SUITABLE SUBS11UlE5 •• '•. • O O AAA1111 E1LL` p ((E 7 a NCWOI CONCRETE, ! INSTALL ME Z e W m .8.1 GROUP M ANO WKOCK000. // / APPNOPRNTE ANCIK i 4 itu, a-..1 Qxj ` . ALUMINUM MIO WOIXI. �// 10 DIE CNEN ai. ((I UD LL p $ / // , I• SUBSRMTE FER THC W u g P/ / ANCFIOR TABUS. Z11U inU(E/// / ABRIC ATALHEO PER KO\ D 4 <Z gLL s�0 o / , YANUEACTURER'S ./ K_J _HOUSING SUE VALES WITH ROLL ()L m g{y p / 1 SPECIFICATIONS. // • DIAMETER. ROILING MECHWSMN Kjl�ij jj lYi MAY N50 A IAOOEN OR LULU, u'”Wy 8 Mo:m:3 N EAVE OR SOFTIE 3�'E'-N o. INCLUDE CONCRETE, •, / WANE SUBSTRATES '// tif.d , C u°Q3 w / \ 1 / MUT MID BLOCK ,/,/ j// .p // �/ AND WOOD. / N U N / / I I SIDE TRACK CURE LOCATOR Z T ///: € // �NOUSINC SITE PARES WITH ROLL 1 N METER. Roam MECwNSM /. rrrLLyyyl ry / /-11_11\�-SNIE 1RACK MI LGGIKIR MAY A150 BE NOMA OR j \ LL-UP FIDAO OR SCREEN K ANTER IN EAVE DR SOFIA Pi l'N-SAI:RORAPigPACAICHIIIDORPETRARE./ / jI • 1J•K3•o1/8 AKUM.(TVP / / 1.///,. %// ROLL-UP SCREEN 441 VfAIICAI J•.(VARYING//2/// � A ALN-TAPPING ' FASTENED PER ANCHOR SSDERATACHEDPER SYS(2) :ED-OUT ANCHOR LOC/ „ ALLOW SOF NAR 10 BE� H P1101 ISIKD ANCHOR Sf.IICWU. w Lii4 ce SWAM SUBSTRATES %/ / • ® f 0 N g' INCLUDE CONCRETE, / / ROTI-IM SCREEN BOTTOM RIO C•ROIH FILLED FLOCK `”-= J In M R; ALUMINUM MO WOOD /;,/,./// WITH 15 SEAL TTOM a /e.:'////,/ I SCREEN BOTTOM BAR • SCREEN SFX INSTAL!THE APPROPRIATE ANCHORS TO EHE LFII (�0;1IiOL,KI11A.ANGLE SILL _ MTH SUBSTRATE PER THE MINOR TABLES. Q Fp�J )j PUCK AL) SEE E i CONCRETE SHOWN,OTHER SUITABLE 1//Y SCLF-IAPPNC BUND-OUT SEL SEE SUBSTRATES INCIUDEMUUMUU CROUP WILD $IEEE T FOR TIS SYS 0 2/'O.C.(11'P) MIN • . BLOCK,NIIYINUM AND RDOD. ¢ O SIDE RAIL GUIDE(MASTIC) - �6� 1 BUILD-OUT OPTION S N�f r I E 1 • ROLL-UP HURRICANE SCREEN 2 ROLL-UP HURRICANE SCREEN ,__ BB k o QN.. ..n,01•w<w f ,.e nrno•wew C �---t 0.7800 ii � � �Bg .-Z5-j . 1 , I/www • 3.250' 1.250' 0.115' ,_L K•D.209' �1 (--2.0000 ea.nlawr tcl•eEailc �`�1' m 0.2300— 1111 15 2975 `" • �\` -, 0.1500 N RTHE BOTTOM[gVIAN ONKr f(IS M .f 0g11i.NTS UNLESS NOTE ROLLING Sls.l.s.n.s 1 r .--A GPrlowAl FOR MANUALLY LSP momMN ACCEfs NRI COMO WpOW/K I[GF4 Q -//0:1070 0.2690, _y I_ aoeurc0 SYSTEMS. ve Rm1 SwF Al RIRid PM OR DIV N CO•Q(M) -• S 1 swN vera.tot, 0 ... w++ c,ww... f onn '.«wunw f .. Nw A S1,111,0,411^. f • oc.n. ` ' `,,III 1 11 11(1„, \\ �, BENA/^ ILSBENNARTG,PF.. `."••SLC ENS .'-.11 1/4-14 `� A• '�7� ZI /� ( DRO-FLEX MP) = U.: NO PEO° 1_ (SEE ANCHOR TABLES ON �( `� SHEETS 26&27 FOR SPACING) -* 3.Li______'ImmDO,P.E. 5/8-A ACCESS HOLE(TYP) i SINCE OF . SUINXE BOMB MIME (OFFSET FROM DRIL-FLEY) CONOREIF"CROUI RID APPROVED TUDOR i„. A", -.,FLOR70�'-r�? TIDCI NIMORN,s1EB P1B Jri - .,, F • 10 11000. ),`, 1/4-14 DRIL-FLEX (tIP) i�oiIMAPIF io i, ''&,. 1ONPS-11ss',Z 'NI : SEE TABLES FOR APPROPRIATE 7 • (SEE ANCHOR TABLES ON SEE TABLES FOR APPROPRIATE 1111111 Zii W R7 S•E ANCHOR AND SPACING SHEETS 28 8 27 FOR SPACING) ANCHOR AND SPACING WAPPROVED SE RAMS PER SEE ANCHOR TABLES ( OPCS ��..�----DETAILS ON SHEET 6 FOR A ( • rW .f��l MOIE:I • � NO g S W `.�' ( 1 SHUTTER SYSTEM . Fit 1n •• , '-_ mf-211: I $ 1/1--11 DRIU.4IDI(ITP) ul jt 1'G ^• ^ , I I 2x� 7XY (SEE TABLES ON I A U.'0 D'A; i 3xl' 2'X3' ! III& SHEETS 26 k 27 FON SPM,I �it ^ . • ^ 1X1' 3x3' ( 'ti O al ligg i 3x3x3/B' I ?iii r�ll►n_ri mo_ U LLL JJJ ,I4Y �--lii__fL.1.�� `��! z Hifi `meq H Z a 5/8-.ACCESS I HOLE(TYPO SEE TABLES FOR APPROPRIATE W ANCHOR AND SPACING °MULLION MOUNT-SECTION I1--.. 1 I ROLL-UP SCREEN INSTAILAT ON(OPTION N)-MTS. W WALL MOUNT SECTION SEE TABLE' FOR APPROPRIATE °BUILD-IN MOUNT-SECTION OTYPICAL SIDE RAIL INSTALLATION(OPTION 1)-N.T.S. AN HOR AND SPACING SIDE RAIL INSTALLATION(OPTION S)-N.T.S. Q p U� , °BUI D-OUT MOUNT-SECTION Z J EG E IP x SIDE RAIL INSTALLATION(OPTION 6)-MTS. F- o g W I �i P G 1x2•%I/B-RETENTION ANGLE 1 (FULL LENGTH OF SCREEN OPTIONAL) O 5 6 8 REMOVABLE FASTENER REMOVABLE F�11 REMOVABLE FASTENER T-X2-%ION 7 FASTENER G RETENTION ANGLE RETEx)N ANGLE c MI lAp_ V `, 11111111".-'11 RETENTION%A CLE a� � .-_.. Millift —”" ilt .� ■�1 6 tQE a€ SIDE RAIL REMOVABLE _ Illitti - 6 , tB: 1111F :11111111\11(\111 1• FASTENER !`i), 111 11'.1�1� SIDE RAIL __.___llE�F. �. III . ER• 7e IIIIIMI SIOE RAIL SIDE RAR dib qgt 6l Z' °RETENTION ANGLE-DETAIL °RETENTION ANGLE-SECTION °RETENTION ANGLE-DETAIL ®RETENTION ANGLE-SECTION 11 l 7 SIDE RAIL INSTALLATION(OPTION 1)-MIS B SIDE RAIL INSTALLATION(OPTION 2)-N.T.S. SIDE RAIL INSTALLATION(ORLON 1)-N.T.S. 510E RAIL INSTAlLAT10N(°KION i)-N.T.S. pYNGM LNRI MEWL ENrrESS" NOTE-THE RETENTION ANGLES ARE NOT REQUIRED WHERE THE SLIDE 15-2975 NOTE:THE RETENTION ANGLES ARE NOT REQUIRED WHERE THE SLIDE SCREEN TRACK ENDS ARE AGAINST THE EXISTING STRUCTURE. SCREEN TRACH ENDS ARE AGAINST THE EXISTING STRUCTURE. /pLLAIETS UNLESS TED X36 1 1i1 J U • ,04.45, .Y. if. N 0 SEE GROMMET AND STRAP SYSTEMS 2 REMOVABLE FASTENER REMOVABLE A,A!,_ FOR ALTERNATIVE ATTACHMENTS(TYP) v B FASTENER I I —j RETENTION ANGLE ♦ ° ' ° 1•KI-1/2D , .,f• ' _ 1-X1-1/2-KI/B' :■ ■■ NNm.RNCR ■ ■■ ":i:. ■■( RETENTIO LE T7R B NARDO,/.P,.%T (1.111:::::::::':. : is 111.1 _ ni - '�' Ii.i. i 1Ie.iiiiE.t ■ ■. : :': — ON — ,�0% STATE OF •`�W e a 1.11111::11.11 i t10 t i1( ,'%..60 ‘C*„,•/&‘,,' 1111 1::::::::i ��1lGliB I 11 _ i ., • ♦ Ii - 1.1:1 - - _-� T. mmmm —T._ SLIDE TRACK 7 .I► WMJ E-V1 KIAj. ere::1:iii ii.::::ii _ W N �• 1::....= a ... 11 tits:att:::::::•::::11':1. •a�° I'i 111... e:...e. _ -- �_ _._,— a g �� IYllli STE IIUIUIII esl�II l!seIIIII i _ - SEE TABLES FOR APPROPRIATE UI g Q y) =t, _ r ANCHOR AND SPACING p Y Q F I 1111 tattttat111:11{tttia 11a1ataatt 1 _ _ _ , , 1 RETENTION ANGLE-DETAIL ?U K4 CK7 //i':': a 11 1 .N'':ii1:� _. O SUDE TRACK INSTAWTION(OPTIMAL)•N.T.S. ®REIT NTION ANGLE SECTION W W B`�.m^E E 1111111111111111111111111111111/IIIIIIIIIIIII/ ::' o :E 'i1a: :• :■ �_ , NOTE:THE RETENTION ANGLES ME NOT 1 SIDFTRACKINSTAWT70N-NTS yyyyL� J _ REOURED WHERE THE SLIDE SCREEN TRACK TO _M � 1ilEEi=iiliaCiii t _ _ ENDS ARE AGAINST THE EKISTING STRUCTURE. I�17. a ■ 1■ta _. ADJUSTABLE RE7ENnON■ • •� ■I■••.=aee.:ia i■:::: T_J PLUG.SEE ELM! i.i1. �..=e:ii€..e:::111 •• :S i.:■::... --..- _1 ---' "- :__-.]- -4 — — SLIDE TRACK .. Q ::1 a _—� V L _ Z E -- 312•MAK.SPAN WIDTH 5/8-r ACCESS HOLE(TIP) r--1 Z 312 MAK.SPAN WIDTH -"- (OFFSET FROM ORII-PEEK) SLIDE SCREEN SINGLE PANEL ELEVATION UDE SCREEN SINGLE PANEL ELEVATION i//-U ORIL-FLEK(TYP) Ln Wi TYPICAL SIDED ATTACHMENT-VERTICAL OR NdUZONTAL INSTALLATION-PITS 3 R 4 SIDED ATTACHMENT-VERTICAN OR HORIZONTAL INSTALLATION-SCUD MTS. ill: (SEE TABLES OH NOTE;FOR/ORT ATTACHMENT TIRE SFAS IS IR SHEETS 26 A 27 FOR SPACING) RJ 7711L THE SHORT DIMENSION BEWTEEN FASTENERS. __et:: z:---- S NEOPRENE ADJUSTABLE PWG W/BRASS FITTING o 0 9 1 O N.T.S. SLIDE TRACK INSTALLATION(STANDARD} I Z X3 C' f _�.- . MAY E AlINDETAILAtIEU OF-- --_—� _... - -.-- ' SUIIIRE SlF3 3'R1-203' g O a- HOLD FABRIC INSIDE TRACK - INCLUDE TCONCRETE.BLOCK. �.KA'3'%J Q •- Z _��.�::�' { - ATKATI DUAN BIOCK. -- - + ---7:. { NUVIHIII AND V,000. 1/I-14 DRII-FLEXE57IP) SE SLIDE/TRACK WALL THI KNESS ON �� SHEETS 26 M27 FOR SHEET FOR TMCKNUNTESS)TABLES . _ ON SEE TABLES FOR APPROPRIATE (SEE �SPACINO ^ u '-- _' ='II ---- __ : . _ ANCHOR AND SPACING ,, O �B t•,_ -_T 11 -- i. i' Tl!BE OP,IONS 1 '. a 5 ,.•..._� Y k,• n r -_ — _J—' --- ._ - -.. _ ° i I 2K/ 21(1 �1�1 n .. �=-- "_ 6 1C 5 .. -�._ -7 - _ _ s I 401. 1}0y�3� . , € e �� • T` — 1 „ .. L 3K-373/8' --- 1 - , 1 15 n _• L L -__ _ ii=l�: 177713/8• - _ -- '•^ r. __ ' _ �. •'1 1 ^ 1 _ �� SEE TABLES FOR APPROPRIATE Y IT Jr' IT iT ANCHOR AND SPACING 1 v 5 ACCESS HOLE(TIP) a { @ SEE GROMMET OR STRAP SYSTEMS N� " - FOR ATTACHMENTS DETAILS(TVP) 19 SEE TABLES FOR APPROPRIATEI ®BUILD-OUT MOUNT-SECTION ANCHOR AND SPACING 6 C'ONA,IA■MIKS OI[r'1 38•-6'MAK. NON-SPAN LENGTH SURE TRACK INSTALLATTON(OPDON 3)'N.T.5. 15-2975 Yw t EASY SCREEN SINGLE PANEL-ELEVATION ®WALL MOUNT-SECTION ®BUILD-IN MOUNT-SECTION 1:NT62NLR65HOTEP TCAL 2 MED ATTACHMENT•VERTICAL OR HORIZOMAL NSTALLATION-N.TS. TYPICAL ATOS'MACK INSTALLATION(OPTION 1)-N.T.S. 5 AIDE TRAM INSTALLATION(OPTION 2)-N.T.S. I J YPI ® N O l i `11111111111.//, In - ,,olertz4, ,-.....4. .. SEE SLIDE AND STRAP SYSTEMS - j FOR ALTERNATIVE ATTACHMENTS(TV) EXISTING STRUCTURE(TYP) - �res1 :::"�RRR�L/ SUM/SR9iOOL?HAWNWOE CGIOI M .fir P �_ I CROW MD WOOL ANIR RIXD, .-,,..p... 7E Vr / . _7-_-- -__ __ ii_ -� REMOVABLE FASTENER(TAP) ." .,FL ORIOP.•..C' -. .. _. _. __.-.- __ (SEE TABLES FOR ROR ANDPROPRIATE SPACING) /////.y.i9- .. \--to` Lnu.IIII I ; L r Et ti) k� e�. - �J NICKEL PULED VDeA 6 P _ _ __ - - :- i--- RASS GROMMET , • WW OO N S i ` _ __f L . L �Q ;la I' 1_= � _-_ I • a�®jQ �5 4• g lJ — -- -- • II J7}I.T}{ @GROMMET-DETAIL ()WALL MOUNT-SECTION 1-4 Z — 11_ a 1Z TYMCAL INSTALLATION(OPTION I).N.T.S. i SCALE:y9':1' y 192'LUX.SPAN WIDTHI W h. t GROMMET SCREEN SINGLE PANEL-ELEVATION 'TYPICAL Z 9DED ATTACHMENT-VERTICAL OR HORIZONTAL INSTALLATION-NTS. rat ® TRACH STAT E ON 0 9 G (SEE TRACK BOLT TABLE ON z 1 P s1 ] r 1Z-MN. SHEETS II FOR SPACING) ay h IN OVERLAP F- S F, a 4 S ' ��! E_ :EE!E� .�! !IEEE _ I =i •6�::: L=1 F TRACK [ e :_=.:17.:.-_-±=-_ ! -1' - .1 ii I E!�!!4�-. m .1. R TRACK BOLT(TAP) .. z tS _ I. - _ ep 6E _' - _ 4 �— -• : S ..Mile - G i --- (SEE TRACK BOLT O k N _ _ 1 `- .�C1 -E 6 E.EE.E .::CC C: ... �y{ _- TABLE ON SHEET '. - :. I 111 � 1 1 }...I 2 _-! E! E -, I 11 FOR SPACING) • ,. r ! I T _ `Y - IPt ... 6 - -Fs.TRACK 11-11 w _ m • T. .---T--. -.� --i • is L - .I- ill, i. -.— TRACTU(yp) ' •• B - : �:li: - : I :, .0 ' K TVP "T ) _ --� • �� E IT { TAPCON OR REMOVABLE FASTENER(TSP) TAPCON OR REMOVABLE FASTENER(TIP) N e I I I E (SEE FASTENER TABLES ON (SEE FASTENER TABLES OH 4 169 ) - 1'' T- t }r 17I : .Ip, I -_ $HEE17 PACING) $HEELS 15 TO 17 FOR SPACING) illi _g .r__-.77#Yl l I �-- •I It ��,1 -' a it-_ _I - - - - - -r, (- - - -�- • - - a - ON .r.s. INT- 7) .r.s. COM1ro1n N�4IneeN15 eK1 - - - - - . . . . - - NA BUILD IN MOUNT SECTION F"TRACK MOUNT SECTION 11 , , O 3B'_6-MAX SINGLE PANEL LENGTH(TSP) O ANGLER-r OR SKIDDED IHST AWTI (OPT10M=)-N @'STANDARD OR BUI D-OUT TION(@PITON -N O 3B'-6•MAX SINGLE PANEL LENGTH(TNT) f 15-2975 mss_ - -- UNLIMITED NON SPAN LENGTH 4 UNLIMITED NON-SPAN LENGTH /CAM NTS UNLESS NOTED GROMMET SCREEN MULTIPLE PANEL-ELEVATION eROMMET SCREEN MULTIPLE PANEL-ELEVATION 11M LAPPED SCREEN-VERTICAL OR HORIZONTAL INSTALLATION-N.TS. OPTIONAL COLUMN ATTACHMENT-VERTICAL OR HORIZONTAL INSTB&ATNM1-N.T.S. g I • w 0.313' 1 -0.31J' I 10.373'F--p.J13' I j0 �J13" v' ��,1111y1 ,111 �,� ow6po -- i ' r" i "i_1 i 8.954 •=k,V i 2' 0.656' " ..-:. z: u 0.656 0.658 0.656 ' 'Z:: �'O * � °� rnro:v.6 _31.41 7 iw4 T ► -r a ,P� s.o0p gF�Os e t 1.675" 0.093' 1.675' --''7,/,';0..F-...E. A�O ry 0.093' o9s�- ''''7i77��ESS'I ' o wM„�'>< 1 0.093' fir 7 1 Ern 1'1 vi 8. 0.093' _ llE fly iuNILi 8 limo- I I I I �¢ ›.‹ ,,,, 2.000' z.000' 2.000" �{ ALSO AVAILABLE �0 INIL 8 J Lm Z BUILD-OUT a+ W'� REVERSE ANGLED"F"TRACK STANDARD"F'TRACK STUDDED ANGLED TRACK W g�9.-pa= ANGLED"F"TRACK BUILD-OUT"F"TRACK 606346 ALUMINUM-SCALE:I:1 606}15 ALUMINUM-SCALE:1:1 6063-16 ALUMINUM•SCALE:1:1 i 5 6063476 ALUMINUM-SCALE 1:1 6063.15 ALUMINUM-SONE:1:1 It/‘J ,6u1 Till 2W .,O Fl 1 �I • 1 'HOFI , ,1144-001.1•444. I � 1 1 4 I II , 1 _ i 1•jj`111 i j 11 fi, ' -II 1 111 1 11 ' 1__1- i • jl' ZIPPER KEYNOTESui ii i I{I�;1T F,l 7 T 1h :(1; I 1 71 t'1 -I fi i• A. (3)ROWS STITCHING EACH SIDE z z L '.I, �1, Ii l TI{ II_Il l �� j_ I_ =itl 1 11 .11- li, I - P. OF ZIPPER(THREAD:138 DENIERin - 1 fff 11 I I I l _ { ...i,_-, j 7 R .1. : II. I .1{ 11I -I 1 I 11 -I . Ill�Irl ill 1 1_ 11:1•F'..': POLYESTER) W y t: 1 l ,I--I 1 11j_I I 1-1 1 {I B. ANY SPRING CLIP W/MINIMUM 1,' ! 1 i E �� I -I 1. • I I IJ 2"WIDE OF 50 LBS.W.L.E `tt ii 1i it I ou :1i I I li : i / 1 I f i : C. 2"WIDE SEAT BEL.WEBBING WRHoo2C GG nIIIIIIIIIIIIIIIMIIIIIMIIIII I 1 1. 1.1 �. LOOP o �i . -Ali 1 l 1 ri D. STRUCTURAL EDGE HEM.VARIES BY 0 9 m I;� R 'ii ii iii i iii�ii�i i�ii�ii�i�i�i�� Al , 1 7 I ,_ l I PANEL,SEE SHEET 1. 1Za V - �d �� 1 I I I i E. 2"WIDE SEAT BELT WEBBING W/ ix ry 8 ry Il 1 O Ali :I 1_ I r BOX STITCH Q r, O I :I AII'LI 1111 i E1. L i 'II ! I I - . 1H-ii i1 l i1 . i l ,11 ,.� „ I 11 I D ,1 1 , I i 1 . 1 I � I E j!! 1 �L Ill ' I il. �i 'i.'I .1 I ' ' '�i I' o T i �i , . 1 I I 1•1j1 1� - i 1 d I I• I 1 1 I 11 ' I I i II 111 l H Il it lI 'I ,ill 1 ! i i l ill ill .+11�.,.1,.�i__ NOTE: 5@ 1. APRROVED FOR UP TO 60PSF MAXIMUM _- "NM. 5c q-@6YDEp � 1 r 5 2. MUST BE INSTALLED IN SPAN DIRECTION - pp$ J 3. SHALL NOT PENETRATE HEMS � E p¢p¢ K "168ii I. PV.:,, "MAX. CO . GHTIIlatruill1111:1 1 2975 } c',1 - 15 I SCALE:NTS UNLESS NOTED d 6.00 16'36 1 . SLIDE TRACK SLOT DETAIL 606346 ALUMINUM-SCALE:1:2 . ._ i ‘411 BOX STITCH CONFIGURATION ----___ ,-NON-STRUCTURAL -- -�' ...►vAR� �i MAY CHANGE,BUT MUST - FLAP OPTIONAL . HAVE THE SAME OR GREATER B'LAP NON-ORAI ` ( )- ___ O FIAP(OPTIONAL) 1 1 ��'r*T1 _ LINEAR INCHES OF STITCH. �a_ air-7. ....)SEE GROMMET AND STRAP SYSTEMS ® �/' ;C� _ 1 � , or. U FOR AITERNATNF ATTACHMENTS TYP `A� rxr ,F ([ A� r �• ,F BUCKLE •E oo■wt PD ' ( ) TNL.-.F, Q N I ft la lt� 1!-\ .��I� - LL •FRANK L.8Eti7ARD0,l'.F. LI _ 1 1 C! 7 it .lbs,t ,,,,p,-:,p,.. f i t. :1,,. - 9 � _ T T _ ii 4 f' ; ' I l6' Al... ''�,• s ; -<l3' A 110 L7 i ' -� iE lI��UU�WJJ((]] eEC.1._ -- '1--.: _ _ 1'4 -- -_Le,_ ADJUSTABLE 7 Z(� O -U§ °x 'E -T 1-'- LZ _7=- - S- , STRAP '1 f{� ^-1 - - -+ ` ee FIXED �c1 . _ . - —_ =I _ - • i STRAP 0li Ka 6 i•o —. .1 — • WW O a_III, =T _ a ADJUSTABLE STRAP-DETAIL FIXED STRAP-DETAIL ' I ,,i R: 1 ` I __ T�^_- 1��-. - _ T ..-L -� . -_- O NON-5TI11IC711RAt FW(OPTIONAL)-N.TS. ®NON-SIRVCRML no(crowd.)-MTS. r�. W � r / i - _ __ ___9::....-_-.-7 '/ o { .Z _ ft- .-ri _- v N 7°a 3 1.---17.7"..7.7 - (— ';-'-S_- r�_�_:7 WRAP AROUND 7� .i 11 I _ .—____ __,___ �_,-- _._-.r._ STRAP(P P) ■...1 i�.� :�'.: O ADJUSTFIXED .IdR,' I 31Y MAX. SPAN WIDTH I I� _ In , J1}"MAX. SPAN WIDTH STRAP `'`') _ I _ w n STRAP SCREEN SINGLE PANEL ELEVATION ((((((777rrrYYYYYYPPPPPP STRAP SCREEN SINGLE PANEL ELEVATION t ; TYPICAL 2 SILTED M TXOMENf-VERTICAL OR HORIZONTAL INSOWATdI-N.T.S. 3 OR t SIDED ATTACHMENT-VERTICAL OR HORIZONTAL INSTALLATION-WILTS. 1 .. t- 1 NOTE:FOR 4 SIDED ATTACHMENT THE SPAN IS IN _. O THE SHORT DIMENSION BEYITEEN FASTENERS. 42.. _- • - EXISTING Q C� W g r, 73 g IQ� COLUMN Z 9 m 12•MIN. ® -..-y_-..-' -: OVERLAP ® - � _ I I T -._IJk ) f-- 2 g n 1 1 .!+ i -gg� 1_ i l rk 0 q 7 y F Q o = -1 - = aoe jfflibi..i'iF : N ■ .1 iill_IE I , , it:- t! : .1:r � _�--. DETAIL ga i 6:: _ 11 }FF _ _ r + t ®COLUMN MOUNT E , I( N ---• l l T. T - ... - I _�- r _ 3 OXIR1N SIRAP AnA01NENT(OPTIONALI'N.TS. I F it A 1 • 1 t • T } 111i �_�_ j #I - ! l _ bLS� r 1 fit 11 1 I \ t I [ 3R'-6•MAX SINGLE PANEL LENGTH(TOP) 3B'-6"MAX SINGLE PANEL LENGTH(NP) { I I ® cor.NRM erremetnlnc t.rntt I I 15-2975 UNLIMITED NON-SPAN LENGTH UNLIMITED NON-SPAN LENGTH I I I I SCAM N713UNLESS NOTED RD.31D' • ' 1 STRAP SCREEN MULTIPLE PANEL-ELEVATION STRAP SCREEN MULTIPLE PANEL ELEVATION 0.37s 0.250---IF' o.Tso - 136 LAPPED SCREEN-VERTICAL OR HORIZONTAL INSTALLATION-N.T.S. ®PHONAL COLUMN ATTACHMENT-VERTICAL OR HORIZONTAL INST -NTS. -.--1--- UNE STRAP BRACKET ¶ r 304 STNNLESS STEEL-SCALE:I:I .� , `,1111111LII TTS RVWKL BITINXRDO P.E. .N L4 I OD4A349 \'''`(c1ADE �./ r—:7 - Z... OPTIONAL FLAP = NOQ ,% mmlh•ra (WHEN REQUIRED PER =ll-. -MNK L BERNARDO,P.E. GENERAL NOTE/7) 'TRAP BRACKET WITH 9 FIXED OR ') 1/4'OR 5/16'TAPCON(TEP) DIISTINC STRUCTURE(TYP) �( •• .1E OF ••O� EXTERIOR FACE ADJUSTABLE 1-EE FASTENER TABLES ON OUT'18N SUMMATES NONCE NO MO. 5•(P �P.*. .\� - STRAP HEFTS 14& 15 FOR SPACING) L GRDN MUG BOCK.NL9RAM B . ,,,p '••....FLoc..• `.. rE fV OPTIONAL FLAP � pcE "..Np�,� LE (WPER OENERAOOUIREOL NOTE I) �F/FA7jSS 10LL111 T� MpnBU CC w4. i. �— EXTERIOR FACE • (I) Y e D D 0'i0]0' • 1/4'MA%.GAP • ZWW1 Vi1>I.)i Ei(' NOTE:CAN BE ATTACHED " ', • e Q TO J(Y \ IE!• - U 3ri,,J IN EXTERIOR OR " .n „ `'( 11 t t INTERIOR FACE FI%EO OR AOJVS7ABLE STRAP VI ID A�„ t. • d b W O STRAP BRACKET WITH (2) 1/4'OR 5/16-TAPCON(TVP) . N (SEE FASTENER TABLES ON U Is c — • . SHEETS 14& 15 FOR SPACING) P9 < . Z • z ®INSIDE MOUNT-SECTION ( . ®OUTSIDE MOUNT S CTION (•; INSIDE BRACKET INSTALLATION cornaN n�N.T.S.NTs1-y STRAP BRACKET INSTALLATION(. . 1)-N.T.S. 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