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HomeMy WebLinkAboutSHUTTERS ACCORDION3/16/22, 2:24 PM Florida Building Code Online BCIS.Home I Log In I User Registration I Hot Topics I bo' a Product Approval ,,, USER: Public User Product Approval Menu > Product or AD licatlon Search > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature > Application Detail FL13757-R9 Revision 2020 Approved n Town and Country Industries, 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Tom Johnston tomj@tc-alum.com OBPR NONE. ABOOI'MR Dappinvislon" CORfACTDBPR Technical Representative Thomas B. Johnston Address/Phone/Email 400 West McNab Rd. Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.comfZ.b 22 Quality Assurance Representative 7 Z% Address/Phone/Email REVIEWED FOR CODE COMPLIANCE Category Shutters p Subcategory Accordion STo LUICIE COUP BOCC Compliance Method Evaluation Report from a Florida Registered Architect or a licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who deVE Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) the Frank L. Bennardo, P.E. PE-0046549 National Accreditation and Management Institute 12/31/2024 ORLANDO L. BLANCO, P.E. ® Validation Checklist = Hardcopy Received Standard Year ASTM E1886 2006 ASTM"E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 20 Con 0ctor Vb TAS 203 Copy Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtugVgKtyHMuovbmRcE!VwSME97bsXAB16p/p2byp/p2fnOFI QMjfTewp/p3dp/pad 1 /2 3/16/22, 2:24 PM Sections from the Code Florida Building Code Online FL13757 R9 Equly EQ IU V123.pd Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Products Method 1 Option D 04/23/2021 04/27/2021 04/27/2021 06/08/2021 FL # Model, Number or Name Description 13757.1 6.8 Accordion Shutter I Large Missile Impact Resistant Accordion Shutter System Limits of U Installation Instructions Approved r use in HVHZ: Yes FL13757 R9 II DWG1.pdf Approved or use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 mpact sistant: Yes Created by Independent Third Party: Yes D ressure: N/A Evaluation Reports Other: See installation drawings for allowable span/pressure 171_13757 R9 AE EVALS:pdf combinations and additional limitations of use. I Created by Independent Third Party: Yes 13757.2 6.8 Streamline Shutterl Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13757 R9 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: N/A Evaluation Reports Other: See installation drawings for allowable span/pressure FL13757 R9 AE EVAL2.odf combinations and additional limitations of use. I Created by Independent Third Party: Yes 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level "E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ: No FL13757 R9. II D1NG3.pdf Approved for use outside HVHZ: Yes Verified By' Frank L. Bennardo PE-0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +110/-128 Evaluation Reports Other: See product drawing for additional info mation, FL13757 R9 AE EVAL3.pdf anchorage, etc.. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road: Tallahassee FL 32399 Phone: 850-487-1824 1 The State of Florida Is an AA/EEO employer. CODyrght 2007-2013 State of Florida. ;: Privacy Statement :: Accessibility, Statement :: Refund Statement Under Florida law, email addresses are public records. If yolu do not want your e-mail address released in responseto 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 emalls 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: 1900cul Fty METRICS' https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME97bsXAB[6%2by%2fnOFIQMjf7ew%3d%3d 2/2 ENGINEERING EXPRE S P ENraINEERIWra EXFREaa® FRODUCi EVALUATION REF®R`i April 23, 2021 Application Number: EX Project Number: Product Manufacturer: Manufacturer Address FL13757.1-R9 20-26156 Town & Country Industrie 400 West McNab Road Ft. Lauderdale, FL 33309 Product Name & Description: 6.8 Accordion SI Large Missile Im Scope of Evaluation: This Product Evaluation Report is being issued Department of Business and Professional RegL 61G20-3.005, F.A:C„ for statewide acceptance tested and/or evaluated as summarized herein Seventh Edition (2020) and is, for the purpose i Re-evaluation of this product shall be required f revisions. Sulastan'tiatit g MO., EX drawing#20=26156 titled "6.8 Accordion Sl signed & sealed by Frank L. 8ennardo, P.E, is r Resistant Accordion Shutter - accordance with the requirements of the Florida tion (Florida Building Commission) Rule Chapter :r Method 1(d). The product noted above !has been show compliance with 'the Florida Building Code 3nded, at least equivalent to that required by the Code. owing pertinent Florida Building Code motlifications or W, sheets 1-14, prepared by EngineeringExpress, integral part of this Evaluation Report. • TEST REPORTS � Uniform static structural performance has been itested in accordance with ASTM E330-02 and TiAS,.202 test standar..ds per test reporf:(s) #0353-1102=07 (signed and sealed by Vinu J. Abraham, PE) Eby Hurricane Test Laboratory LLC (HTL) and test report #98-016 (signed by George Dotzler) by Construction Testing Corporation:(CTC). -__ I - Large missile impact resistance and cyclic loading,pgrformance have -beerLtested_in_ accordance with ASTM E1886-05 & E1996-05 and TAS 201 & 203 test standards per test report(s) #0353-1102 07, #0353-0512-09 (signed andsealed by Vinu J. Abraham, PE) by Hurricane Test Laboratory LLC (HTL) and test report #03-024 (signed and sealed by;Yamil G. Kuri, PE) by Construction Testing Corporation (CTC). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been iprepared which evaluate the product based on comparative and/or rational analysis to qualify. the following design criteria: 1. Maximum Allowable Spans 2. Maximum Allowable Design Pressures 3. Minimum Glass Separation 4. Anchor Spacing 5. Anchor Capacity 160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 i (866) 396-9999 TEAM@ ENGINEERINGEXPRESS.COM EN GIN EERINGExPRESS.COM 1 0,11W ENGINEERING 11Wk EXPRESS O Page 2 of 2 TOWN & COUNTRY INDUSTRIES — 6.88 ACC❑RDION SHUTTER I No 3A increase in allowable stress has been used in the design of this product. Separation from glazing is required for use within the HVHZ. Impact Resistance: I Large Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports and is accounted for in the engineering design of this product. !Wind Load Resistance. This product has been designed to resist wind Ie Evaluation Document (i.e. engineering drawing). Installation The product listed above shall be installed in stri engineering drawing), along with all components The product components shall be'of the material engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance drawing) as noted herein. All supporting host structures shall be designed listed in this product's respective anchor schedL in this product's respective anchor schedule sh, professional engineer. All components which are permanently installed other such damage at all times. ' This product has been designed for use within Respectfully, Frank Bernardo, PE ENGINEERING EXPRESS® #PE0046549 I Cert. Auth. 9885 as indicated in the span schedule(s) on the Product compliance with the Product Evaluation Document (i.e. cted therein. in the Product Evaluation Document (i.e. the Product Evaluation Document (i.e. engineering o resist all superimposed loads and shall be of a material e. Host structure conditions which are not accounted for I be designed for on a site -specific basis by a registered shall be protected against corrosion, contamination, and d outside of the High Velocity Hurricane Zone (HVHZ). V Digitally signed by Frank kkBennardo 2021 04M 10:31:37-04'00' 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM@ ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM TABLE 1 ALLOWABLE SPAN SCHEDULE FOR USE WITHIN THE HVHZ DESIGN WIND LOAD (PSF) HVHZ POSITIVE WIND LOAD WITH UNOTE HVHZ POSITIVE WIND LOAD WITH CENTERMATES O OR 3I & (a ORO 8 (a I HVHZ NEGATIVE WIND LOAD ALL MOUNTING CONDITIONS•• 23.9 156, 166" 155" 25.0 164" 1 156" 156" 30.0 147" 156" 16V 35.0 142" "0" 156, 40.0 137° 145" 156" 45.0 133" 1 141" 15W 60.0 129" 137" 156• fi5.0 126" 13V 155" 60.0 124" 131' 14B• 65.0 121" 129" 143• 70.0 IM9 126' 137' 75.0 117' 124" 133' 80.0 115" in. 128" 85.0 113' 1201 125' -90.0 _ Al2" 118" 121" 95.0 110" 117' 100.0 109, 115" 115" 105.0 10T 112" 112" 110.0 106" 110" 110• 115.o 105" 107' 107' 120.0 104" 105" 105, 125'0 103" 130.0 101' 135.0 99" 140.0 95' 145.0 92" 150.0 89" 155.0 66' 160.0 83" 165.0 81" 170.0 78' 176.0 76• 74• 72• L2...00 7p• 68• 66' FOR USE WITHIN. TABLE 2' MINIMUM• SEPARATION• FROM GLASS FOR USE WITHIMTHE HVHZ'__ POSITIVE DESIGN PRESSURE (PSF) SHUTTER SPAN MINIMUM SEPARATION FROM GLASS INSTALLATIONS INSTALLATIONS 530'ABOVE >30'ABOVE GRADE GRADE (IN.) (IN.) 29.3 155, 5.7' 3.5" 30 60' 3.0' 1.1" 99" SO 1.5" 120" 3.D" 1.9` 166" ' 5.7" 3.5" 40 60' 3.0" 1.1" 99, 3.0' 1.6' 108" 3.0" 1.8" 120" 3.0" 2.2" 132. 6.7• 2.8" 145' 5.7" 3.5' 50 60• 3.0" 1.11 99" .3.0' 1.7" 108• 3.0' 2.0' 120" 3.D' 2.5' 137• 5.7" 3.5" 60 60- 99• .I -3.0"-- 3.0" -1.2"_ - 1.9" -- 108" 3.0• 2.2• 131• 6.7' 3.6• 70 60" , 3.0" 1.2" 84' 3.0" 1.5' 99' _ 3.0" 2.0". 126" 6.7• 3.5' 90 60" '. 3.0" '1.2• 84" 3.0• 1.7" 99" 3.0• 2.3" 118" 3.5" 3.5" 110 60• 3.0" 1.3" 64• ' 3.0' 1.8" 99" 3.0" 2.5" 110"'1 3.3• 3.3` 120 60• 3.01 1.3° 114• , 3.0• 1.9" 105" ; 3.1. 3,1' " FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES; SEE TABLE C ON SHEET 6/13 TABLE 1 AND 2 NOTES: 1. HVHZ: DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY'FLORIDA. 2. DESIGN PRESSURES SHOWN IN "ACCORDION SHUTTER SPAN SCHEDULE" ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 3. THE 6.8 SYSTEM MAYBE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD. FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. FOR SPANS BETWEEN THOSE'INDICATEO ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE USED. I' ' L eTHE !Digitally signed t f:iVHZ (FraLkBennardo fJa e:•Z021.04.23 1030:66-04'00' TABLE 3 NON-HVHZ ALLOWABLE SPAN SEE NOTE 3 BELOW SCHEDULE. NON=HVHZ MINIMUM SEPARATION POSITIVE DESIGN SHUTTER FROM GLASS INSTALLATIONS INSTALLATIONS POSITIVE AND DESIGN NEGATIVE WIND PRESSURE SPAN 5 A > A WIND LOAD ALL (PSF) G GRADEDE GRADE LOAD MOUNTING (IN.) (IN.) (PSF) CONDITIONS'• 3U 60" 3.1" 111' 50.0 156" 99" 3.1' 1.4' 55.0 155• 120" 1.9" 60.0 148' IN S.8' 3.5" .65.0 143' 40 60'. 3.1• 1.1' 70.0 137" 99• 3.1' 1.5" 75.0 133" 108' 1 3.1" 1.8" 80.0 128• 120• 3.1" 2.2' 85.0 125• 132' 5.8" 2.7' 50 2.5' 5.v 63' 70 99" 3.1" 1.9' 81• 120' 3.1" 3A" 78'• -137" 1 5.8" 4.6' 76• 60" 3.1" 1.2' 74' 84' 3.1' 1.6' 72• 90 99" 3.1' 2.2" 70" 120' 3.T 3.6• 68' 121' 1 5.8" 3.7' FOR BUILDOUT MOUNT -MAXIMUM 110 SPANS AND PRESSURES, SEE TABLE C ON SHEET 6/13 120 TABLE AND 4 NOTES: 1. ..NON-HVHZ: DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. 2. DESIGN PRESSURES SHOWN IN "ACCORDION SHUTTER SPAN SCHEDULE" ABOVE ARE MAXIMUM -ALLOWABLE -DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 3. SEPARATION'FROWGLAZING IS NOT REQUIRED IN WIND ZONES 1-3 UNLESS LOCAL MUNICIPALITY•ADOPTS.ADDITIONAL CRITERIA. 4. THE6.B'SYSTEM MAY BE'MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED. -FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD. S. LINEAR'INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. FOR SPANS BETWEENTHOSE.INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE USED. VISIT ECALC.10/26156 FOR SITE SPECII &MORE INFORMATION A,OUTTHIS000EVWTIONS0UMENT :1 ORS TRIS OR CODE VISIT ENGINEERINGEXPRE5S.COM/STORE FORADDITIONAU PLANS, REPORTS & RESOURCES, GENERAL NOTES: 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE. WITH THE FLORIDA BUILDING CODE SEVENTH EDITION-(2020), FOR'USE WITHIN AND OUTSIDE THE,HIGH VELOCITY HURRICANE ZONE, AND THE INTERNATIONAL BUILDING CODE (IBC) AND INTERNATIONAL -RESIDENTIAL CODE (IRC). THIS SYSTEM MEETS MISSILE LEVEL "D". SEE PRODUCT EVALUATION REPORT FOR MORE IINFORMATION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE: PRESSURE RE UIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA BUI DING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE,DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEBLY-AS SHOWN. 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 20 % 02/203 AND'ASTM E1886/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A-1.S . SAFETY FACTOR. 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED, FOR ALL WIND ZONES, IN ACCORDANCE WITH ASTWE1996. IT IS ACCEPTABLE BY CODE:UNLESS OPTIONAL CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING -JURISDICTION. 6. NO INCREASE IN ALLOWABLE STRESS` HAS BEEN USED IN THE DESIGN OF:THESE PRODUCTS. WIND LOAD DURATION FACTOR Cd = 1.6 WAS USED: FOR WOOD ANCHOR DESIGN. 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE`.WHEWREFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE;GOVERNING CODE AND GOVERNING: WIND VELOCITY. FOR -WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE'7=16, A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL -BE USED.- 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION -FOR.ASPECIFIC_ SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL. USE OF THESE APPROVAL DOCUMENTS; SHALL COMPLY WITH CHAPTER 61G15 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLETO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE -CONDITIONS DETAIL'ED,HEREIN AND THE'CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE'IN EITHER,FORM OR MATERIAL FROM THE STRUCTURAL. SUBSTRATES DETAILED HEREIN. I 11. WHEN THE SITE CONDITIONS DEVIATE FROM'THESE APPROVAL, -DOCUMENTS THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SI(;NED; DATED AND SEALED BY A LICENSED ENGINEER OR REGISTTERED°ARCHITECT„WHICH DETAIL AND JUSTIFY THE DEVIATION- AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN & COUNTRY INDUSTRIES FORT LAUDERDALE, FL 9LB MISSILE LEVEL D - ASTM E1886, E1996 & E330 TAS 201 202 & 203 FLORIDA PRODUCFAPPROVAL NUMBER 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 25 K.S.I. 14. ALL BOLTS AND WASHERS (EXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 1/4.0 OR 3/16"0 5052 ALUM. ALLOY. 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED -AS FIELD CONDITIONS REQUIRE. 17. FLOOR TRACKS MAY BE REMOVABLE AT NON -STACKING LOCATIONS. USE REMOVABLE ANCHORS. 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN. RADIUS OF 10". 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED!OR PLATED AS PRESCRIBED IN THE ABOVE -NOTED BUILDING_ CODE 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND, OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO,A'WOOD OR=NCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD'. FORTHIS CONDITION POSITIVE'ALL'OWABLE DESIGN PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS -THE HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAYFROM' THE HOST STRUCTURE. 23. SHUTTER MAY BE INSTALLED WITH UP TO (2) ADDITIONAL BLADES OF SLACK O � '1 a WM OE cqi; JJV!!i8 y 2D ILIA i VARIES — NO LIMIT 0aro§z a SECTION oN o Ul W TOP TRACK 3d new O W i. (O 71 a Ld ti ¢ PLAN VIEW ELI !Y H� "?; w oa L•per �~ hrnq O M Q F- a �� Ew W vi 3 30 5 s BOTTOM TRACK LOCKING MECHANISM. SEE TYPICAL PLAN VIEWS ------ TYPICAL ACCORDION SHUTTER ELEVATION 3���rsz3�355 z Y K Upt19 N.T.S. ¢ 66 AA 20-26156 - PAGE DESCRIPTION: "94 2 2.B74" 2.300^ 250^• Oj SILL O. SILL ADAPTER SCALE. HALF SIZE SCALE. HALF SIZE 1.994" 100" BUILD OUT .WALL HEAVY 2—LEG-WALL UTE 2—LEG WALq HEAVY HEADER/SILL SCALE, HALF SIZE O SCALE, HALF-SIZE O SCALE. HALF SIZE O SCALE. HALF SIZE O SC LE HALF SIZE ERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON LL EXTRUSIONS i3 TYP. 6.8 SLAT BLADE 6:8 STARTER SCALE. HALF SIZE SCALE. HALF SIZE 130 4.510" 4.102" .227" .054" 15 6.8 STACK/CONECTOR SLAT/BLADE SCALE. HALF SIZE EXTENDED- SILL .ADAPTOR Og EXTENDED SILL SCALES HALF SIZE SCAM HALF SIZE 1.994" 1'¢ CEILING_ HEADER/SILL SCALEi HALF SIZE 16 RADIUSI:CEILING HEADER/SILL SCALE: HALPSIZE y"1 M yy � 1 W Qo �.S n 0 m 1:5. Z J U 3E 5 . 3� a' � 11 MID SILL 12 MID SILL ADAPTOR L SCALE, HALF SIZE SCALE. HALF SIZE 20-26156 iCAIE: - 'AGE DESCRIPTION: .r.r,125' 0 RI T 5' MAX. �g ANGLE SCALE. HALF SIZE NYLON WASHER OR ALUMINUM - (NYLON BUSHING OPTIONAL) .3750 #10-24 THUMB)cuSCREW T.0621' a a 20 RECESS SILL FOR USE WITH SCALEi HALF SIZE &ANCI::(q ONLY 21 -SL-IDE>ROD SCALEi HALF'SIZE STAINLESS STEEL •I'-i'.zap••I ASSEMBLY m m o .3200 HOLE c W„ - m •D.' _ N W o 0 Z .' .. q o NYLON t '' Nye u 17 p _ o m .050" WHEEL .. 1.100" :240" n TYP. AT EVERY OTHER 750" ' INSIDE JOINT AT TOP. CYLINDER SOLID BRASS; NICKEL PLATED 22 ROLLER- ASSEMBLY HOUSINOZINCOICAST,POWDERCOATED SCALE. HALF'SIZE' NOTE MAY'BEKEYOPERkTE000TSIDE OR THUMB TURN OPERATED 01SIOE. - 23 BRASS PUSH LOCK SCALEi HALF SIZE OUTER SCREW ANY #14 .357' 'pi -S• SS (ANY LENGTH/HEAD .27 '' S�0 4,000' STYLE) ,,500' 14 x 2-3/4" 410 HT S.S. INSERTS SCREW IN/ N.062',.'� m INTO TC ULTRACOTE COATING 2.25D• , TRACK (TYP TOP &BOTTOM) - c YLON cl BUSHING W/ WASHER. .154' - .137' •1 5' 7/16"0 x 1/2" @ INTERIOR JOINT TOP nl m _ - -7/16"O-x-1'--' @i INTERIOR JOINT BOTTOM ,224' EITHER CAN BE USED ON EXTERIOR` - - - -26-BOX-CENTER INSERT 2,75OS 2.000' 24 BUSHING ASSEMBLY DETAIL SCALE. HALF SIZE - SCALE. HALF SIZE 27 RAINGUARD 28-DECORATIVE- FLOOR TRACK 1.976• SCALE, HALF SIZE SCALE. HALF SIZE - 2.125' .623' 1.742' LL' .236' 1.710' ,286' -- 26 2.702" _ �1:224 .443' ,10443 n c Z.o; 2.465" 1,OB4' m n 1090' °: mo m m z.269" c R CD Lq _ .2.84 ,L6' •�' 1.200" o_ c o m 1.100, rj o 1.068' a ,239' ni _ g� m n n u�'i m o umi N ci a m .190" •250' .496' o �p v..� m m n v �p o in _ 3,443' 1.758' N N 3.476' i . _ - ' .125"* .125" m 160 1001 062' � 222'k# 062 176' °i 29 2003 6.8 CENTER TE 30 UNIMATE. LOCK 31 MALE='BOX CENTER o 32 FEMALE-BOXrCENTER 33 OUTSIDE._CENTER_MATE SCALE. HALF SIZE SCALE. HALF SIZE SCALE. HALF SIZE SCALE, HALF SIZE SCALE. HALF SIZE 7/16"0 STAINLESS - STEEL -NUT 5.500' x 13/16' WIDE �-+r,40D' r-i2!bUl-- MACHINE HEAD STYLE VARIESA30THUMB-SCRE,SCAL•E. FULL SIZ____m SCREW STAINLESSI88, THREANTERNAL STEELTYP,T=SCREW .INSERT 4,500' .k--k,689' POWDER COATED, ZINC DIE-CAST 37 SCALE. fULL'SIZE SECTION A DELTA �(36 ODEL 20 T-LOCK. ADAPTER --- ° INDUSTRIAL SYSTEMS (OPTIONAL) 7.000' n 35 BOX -LOCK SCALE. HALF SIZE SCALE, HALF SIZE 3g :2X7 ANG - E. HALF SIZE - - 2" 1.625" 0.050• 1•• 0.125° O.OBS° tT85° OR PHILLIPS'ORIVE SOTEW '1 HARD -TIGHTENED ONLY. y N iA m m 0 i 'u l,Dsor- N_ .254' 40 40b 40c o in 125' SCALE. 156 Ell p 18" O.C. ANCHOR SHOWN SCHEDULE). inMs N goF2 EXISTING OF (INTERIOR) 6.80" (TYP.) } LJ (EXTERIOR) THREADE THREADE 1/3" SPAN TYPICAL. PLAN VIEW BOTTOM SCALEr 3" = 1'-0" 5 W-3". L ONI bL.ADI nan-n'ue- INTO EXISTING GLASS •7 SILL (INTERIOR) 6063-T6 1"-MIN. 4NGLE LEG D)' C.�(USE ANY - ANCHOR Ci ;DGEI DISTANCE). TOl NIZED, BOT "Ss%ALUM. -20 VUT LOCKING -DETAILS FOR CENTER -MATES SHOWN ON°RANDDM DETAILS ENDSTRIP SCHEDULE PSF ISPAN 1' 810 (2.7') ® 62 72 .108" 00' ez sa• 1 2 80" 132 " 2• B/OW.7') 62 -. 95" . 7 BB" 82 & BW 3' B/OO((4.7') 62 86" - 72 9" 82 74" ALT. O 6 7z 1 1oz^ 82 95" 112 81" 1 2 5" 1.5x3" 45 93" x0.093' 52 87'.' 57 50 . 83" 11" ANGLE 64 78" 70 75" 73 73" .2"x3' 45 x0.125' 52 1 9" 57 ,60 ANGLE 70, 1 .1"' 73 _._ -109" 2'x4• xO.125• - s2.. - 135":- -57 _ '60� ..129.r ANGLE 64 121" 70-_. • 116" ----73 -1.14'.. TOR GREATER SPANS OR LOADS THAN SHOWN 114 ENO STRIP SCHEDULE; ENDSTRIPS REQUIRE A 1'xl'..090- CLIP ANGLE MID SPAN USING ANY ANCHOR ON THE ANCHOR SCHEDULE & 624K3/4• TEK SCREW OR 1/4.20 BOLT TO END STRIP. .! t" W. IS F #�l 0, O .a •^ O Ulm f� o px 'ui,~. jguis U71L "y�Vl -- 29 29 r _ ..15 ,(jrj; '' W'0f-xgoK W.wuiu LL w �t9W r<Q_a h. \1/4-20 13 37ECEIYI.G aLm$i? 'ai 2 s THUMBSCREW o�� uw TERIOR) INTO CENTERMATES o w �z 1/3 3 LLPqu TO 2/3 SHUTTER SPAN HOLE ., F w SHALL BE 3/8" WIDTH HYUP o Ill TO 1 ti.0 MULTIPLE SHUTTER ASSEMBLY SCALE. 3" 0 T-O" y� SEE END STRIP SCHEDULE FOR MAX. SPAN WHEN USING 40a, 40b, 40C OR n LL w N H m tl 4 ' 40d Qo - 7 C I b of am. \\\ USE APPROPRIATE- - STARTER STRIP TO 40 PROVIDE CLOSURE FOR BUILDING CONDITIONS ❑� m J Zm° z LL —u 4 E < w a pg FASTEN STARTER `"w4 ALTERNATE END STRIP DETAIL STRIP TO TRACK W/ 2/#10x1" SCREWS SCALE. 3" . 1'-0" (HAND TIGHTEN ONLY). ANY TRACK W/SCREW BOSSES. EXISTING GLASS — I (INSIDE) SILL7 p' (OUTSIDE) USE (1) BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY SCALEI 3" = T-O" 156 1 - 2 FASTENERS EACH ANGLE — 1" x 2" x 1/8" OR2"x2"x 1/8" ALUM.ANGLE - THREE 3/16"0 ALUM. POP RIVETS OR THREE #12 SMS, TABLE A (co) PRESSURE VS ALLOWABLE LENGTH PSF 2°x2°x1//B" No B/b 3'x3°x1 B" No 0 62 130' 189" 72 124" 179° 82 119° 172' 92 114" 16S' 102 110° 160' 120 104" 147° ISO 97' 20 1 88" 114° FOR SIZE. ° 17 ' 3/16"0 ALUM. POP 17 RIVET OR #12 SMS P 18" O.C. (TYP.) \4MAY USE MALE OR FEMALE LOCK -SLAT) 13 CC3 TYPICAL CORNER CLOSURE DETAIL \ C2 CONNE \ REFERENI \ SCHEOULI SPACING- , C7-CONNE REFERENI SCHEDUL'I SPACING ALTERNATE THRU BOLT QLIC.ONNECTION :TYPE REFERENCE.'ANEHOR SCHEDULE FOR'MAX. SPACING I j2�62 TABLE B (CC4) ALTERNATE THRU:BOL-T PRESSURE VS ALLOWABLE LENGTH C5- CONNECTION:eTYP.E PSF ° 3:x3°xl 8° REFERENCEANCHOR SCHEDULE FOR=MAX. O WITH 9/O 62 166' 72 157' 82 1492 13102 13 122' 150 74 109' 200 5 3/16A R M72 SMS .C. OR 1/4-2BOLT 17 TYP.). 3/16"0 ALUM. POP BE RIVET OR #12 SMS 80SEE (�'IB" O.C. (TYP.) TARIP � SIZE 2 FASTENERS 1" x3"6063M: EACH ANGLE I THREE 3/16"0 ALUM. ANP o POP RIVETS OR 17 ' THREE #12 SMS, TYP. 1"x2'x1/8" 13 OR2"x2"x1/B" ALUM. ANGLE USE MALE OR FEMALE LOCK -SLAT) r-FASTENER'@ Is" O.0 (USE ANY.. ANCHOR'S IN ANCHOR SCHEDUL. -2". x 2". x 090-,6063-T6 ALUM. TUBE TYP. 2" x 5" x 1/e" x CONTINUOUS ALUMINUM.ANGLE OPTIONAL ANGLE ORIENTATION-TYP. 012 x 1/2- GALVANIZED (OUTSIDE) CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVETSOR Tic zo�DM' SIDE _CLOSURE. OP_TIONS NTS MA oHINE-BOLT b NUT SCALE. 3"= 1'-0" GLASS \ OR DOOR - . .1 WOOD 1/4-20 MACHINE BOLT W/NUT @ 12" O.C. OR #14.SMS @ 6" O.C. (TYP. TOP &-BOTTOM) W]a'rm 0Z,-t-1 0-Xt4m Kwr 1"'• I 11/4" MAX. F GUIOE TOBI WASHER IT 19 -_J I/' 14x3/4" SMS (1° 9" O.C. / ANGLE TO TUBE CONNECTION 2" x 2" x .125" —�6(M-T6 ALUM. TUBE Cb 'ALTERNATE BUILD OUT MOUNT SECTION SCALE, 3"= T- 0" 7o IN. 6a IN. .-5a p5F ./-55A PSF 011 APPLICABLE AT TOP ANDJOR BOTTOM O=iN k 661N. +/-57.0 PSF W 2" OR 3" Q H S 19 SEE - SCHEDULES w �'jm 2"x3°xy"x W FOR, F04BOL 13 ~ P �55� _; ¢ xOG N:=,-. CONTINUOUS OR 2" x 1/2"MIN. 2" x )a" x CONTINUOUS a e N om 6061-T6 ALUMINUM 2.175' - X O Z laANGLE s far .j uEqANGLE FASTENED TO EXISTING 3 KSI 2° 0.9° MIN. THICK 6061-T6 - �}•, - - , CONCRETE HOST ALUM TRACK FASTENED ° 1 1 STRUCTURE WITH TO ANGLE WITH 114-20 a MACHINE SCREWS AT 3" ° ,C4:CONNECTIONTYPE, y"0 DEWALT ULTRACONS bREFERENCE(ANCHOR FROM ENDS AND 9" O.C. �- (OR-MILLENIUM MILLFAST SCHEDULE FOR!MA'Xi W. T&G ULTRACOTE) AT 3° " 2-1/2- MIN. FOR THE BALANCE PACING FROM ENDS'gND 4' O.C. EXISTING CONCRETE _ - - --_ FOR BALANCE WITH 1w HOST STRUCTURE (3000 n MIN EMBEDMENT AND Zs" PSI MIN) _ EXISTING CONCRETE, MIN EDGE DISTANCE, SEE TABLE C FOR MAX SPAN'ANO PRESSURES STAGGERED WITH 3" MIN. BLOCK OR WOOD FRAMING SPACING, TYP. EE `'IN ALE.,a TLC -MOUNT .SECTION BUILDOUT MOUNT _ O SCALE - NTS GLASS ¢ w j- S" MAX. GLASS Ct CONNECTIONS TYPE 1/4-20 MACHINE BOLT OR DOOR u u .- OR DOOR - - m REFERENCE ANCHOR 19 W/NUT:@ 12" O.C. CIR I=az m raw ❑:� SCHEDULE_FOR MA,X: N14 SMS @ 6" O.C. i p z o: iDE51(i7 N - p•o SPACING ' gg DESIGN I 19 X,.w IL. o W 13 N • „,u it G2': (TYP. TOP & BOTTOM) o SCHEDU['} to N 1/4"-20 THRU BOLT W/FOR FOR ES I Q In w #12 x.1/2" SMS 12" D.C.SFRRRAIION � - kn ,• -'� " a LOCK NUT @ 12" O.C. OR SEPARATION , Z F= w m OR 3Y76"O ALUM. POP .ID. X W a 6 tw7 .F '. m s i #12 x'V2" SMS @ 12" O.C. E.S. 10 GLASS I �F Q RIVETS @ 6" D.C.OR 1/4"O - L'J ' F' p -w 0R 7 m q'yu OR 3/16"0 ALUM. POP � ; z E- N w ❑ ��V11166667777 RIVETS @ 6- O.C. E.S. 1 �= ALUM. POP RIVETS @ 12" O.C. �'•'OR - 6 OR 1/4"# ALUM. POP RIVETS - �^ 11 AND - w )jai ow o❑ / SEE,DESICN o: F• w e_ W W • / 1/4" MAX. FROM.P.IN ASSEMBLY 1 - 1/4" MAX. -FROM -PIN w w F- O AND (@ GUIDE TO BUSHING �� { - ' 1/2 TYP. G D -TO S G F FOR. 13 ? vi N = o J o m i WASHER (TYP.) = zu ,�Fv❑ uw a ASSEMBLY WASHER (TYP.) •' t GLASS 1/2" TYP. EXISTING 'CONCRETE, s 4 `, CONNECTION TYPE OR. DOOR � � CUSS w � B w .w-F M w <�� - BLOCKOR WODO;FRAMING w pZm FERENCE,ANCHORx 3LL` w m / `^ EDGE- SCHEDULE.F.oR MAX. E o a FQ- u1 �3 E 3. CONNECTION .TYPE DIST o w w REF.ERENCE ANCHOR SPACING -AS SHOWN � / �EOGE - SCHEDULE FOWMAX. 4 CONNECTIONITYPE'IN`DIAGRAM'ON PG. 10). Q [l / •DIST. - SPACING AS SHOWN REFERENCE ANCHOR 3 CONNTYPE IN DIAGRAM ON PG. 10) SCHEDULE FOR MAX. ECTIONS F SPACING AL T. FASTENER w ('y, REFERENCE ANCHOR EXISTING CONCRETE LOCATION FRONT AND 6 R - SCHEDULE FOR MAX. SPACING.-ALT. FASTENER BLOCK -OR WOOD FRAMI BACK ANCHORS NOT.REO'D _ 1/4" MAX: FROM PIN .WITH THIS UCATION 2" LL / LOCATION. -FRONT C1:CONNECTION TYPE �. GUIDE TO BUSHING ,^n 1/4'-MAX. FROM BACK ANCHORS NOT'REO'D O INSIDE'�MOUN2 SECTION REFERENCEaANCHOR - WASHER (TYP.) L_3 PIN GUIDE TO WITH THIS LOCATION B SCHEDUL'EfOR.MAX: - ig a t _ _ SCALE : 3"= 1 - O" SPACING -BUSHING`WASHER INSIDE -MOUNT SECTION _ CONNECTION TYPE' IT - A -'REFERENCE ANCHOR"-' ' \ SCALE: 311c 11- D — EXISTING CONCRETE, SCHEDULE FOR MAX. p o _ SPACING F�F rF NOTE,FOR DETAILS A B -0 AND EON THIS SHEET;— ----- _ OCK OR'WOOD FRAMING EMBED . �' rnz O �'+ % THE BASE TRACK MAY B6 INSTALLED IN SECTIo��II, _ _ o� a m m WI7H:4/4 GAPS FPROVID.EDITHA.TEACH SECZION'NAS BUILD OUT MOUNT —SECTION- _ � a LL A MINIMUM OF'TWO SETS'OF ANCFIORS'AND+M A CC _ _ a MINIMUM OF 12", LONG. --THE SILL- OWCEILING:TRACK EXISTING CONCR E, O SCALE : 3"= P- 0•' ® m ` u'� USED •WITH THE BASE'TR'ACK"MU51t8 FONTINUOUS BLOCK OR WOOD F - MING E F OVER.THE GAPS BETWEEN SECTIONS XISTING \)\ EXISTING CONCREITE; -EDGE IST STRUCTURE /'� 3 BLOCK OR WOOO FRAMING 4 CONNECTION TYPE ONNECTIONS TYPE W EXTRUSION 2 a o EMBED. CONNECTION TYPE - ' _ ' REFERENCE:AN HOR EMBEONNECTION..TYPE WEXTRUSION 1REFERENCE_ANCHOR w SCHERENCAN AX. ERENCE ANCHOR SCHEDULE FORMAX. Mf EDULE FOR MAX.E a E :1' SPACING SPACING AS SHOWN w CINGDIAGRAM ON PG. 10)'d- 14 16 O4 1 R 2 E w ❑ to g : i; GLASS w F?m w ❑ ¢ 5 w R DOOR SEEiDE90N ~ x❑� 1/2' w #12 x 1/ SMS 12" 13 r ¢ r ui w F a^ m n m p :n @ SCHEDULES, M - _ w w .� m a ' w H F-Di O.C.R 3/ O ALUM. F�FOR-IFY1:- N o N w CHEWUS N =❑ e e ¢ z w DESIGN F w» < s I IIII p'Z m GLASS OR 4 FOR FOR,NN.: . - 13 j . N w s F-w❑0¢ POP RIVET& OC, R5 _ SEE DE51C�1 j w NSW o OR 1/4 OyAL•UM P ¢ �'Q Q DOOR ID_ W GLASS SCHEDULES FOR :_ 13 x = = u''- RIVETS @ 12" O.C. E ,p, OR DOOR SEPAARRAMOON� TO - - X Z p:Z.m - w N a � O: ¢ Q 3 3 m Q' w o '¢ 81 1/4-20 S.S. MACHINE u O Q F OT .AND OB - ( 1/4" MAX. FROM:PIN. - P o N F- c is R ¢ u@€ SCREW &NUT @ uN : 1/2' GUIDE TO BUSHING Q ` u. ASSEMBLY 1/2'�' • 12" O.C. TYP ,WASHER (TYP.) " w F; o :'- 9 a iax e 1/4:' MAX FROM' PIN. m - w o "- 1/4". MAX -FROM PIN m},, �, =6' r - Q GUIDE TO BUSHING 'w _ r - 4 CCNNECnCN TYP tit" �, GUIDE TO -BUSHING C LL pp D X S 6 S WASHER Ti;(P.)' EDGE. _ 'REFERENCE ANCHO �/-'Rl� WASHER (TYPJ �i R og' Q EXISTING CONCRETE, SCHEDULE FORMA' -. C2 CONNECTION TYPE VW -EXTRUSION. 2 �S " - r € 'J i g in DIST:.:-: _ COPYRWPCT JGWRESS N BLOCK'OR WOOD EXISTING CONCRE. - SPACING AS:SHOW 5 CONNECTION TYPE. W/. EXTRUSION 1 FRAMING BLOCK OR WOOD FRAMING CON fSECnONI�TYPE- IN DIAGRAM'ON?G. 0) REFERENCE ANCHOR 20-26156 ® OR ..REFERENCE ANCHOR SCHEDULE FOR MAX. 3" x 3" x.1/4" CONT. 4 CONNECTION. , TYPE . #12 x'1/2' SMS {mA " SCHEDULE F•ORiMAX:. SPACING _'- 6063-T S' L4&. ANGLE - REF.ERENCE:ANCHOR OX. OR-3/16 O ALUM, SPACING. ALT.�FAST.ENER � EXISTING CONCRETE, PAGE DESCRIMDN: e (MAY BE REVERSED - SCHEDULE FOR'MAX. POP RIVETS C¢Y 6'�O':C: LOCATION.tF.RONV ND- BLOCK OR WOOD FRAMING AS SHOWN DASHED) SPACING OR 1/4"B ALUM:-P B'AGK ANCHORtl! _RED'b _ m O RIVETS Co) 12"'D.0 WITH THIS LOCATION'- WALL MOUNT SECTION O;CEILING .L INSIDE MOUNT SECTION O WALL/BUILD OUT D SCALE. 3"= 11- 011 SCALE i 3"=•Y- 0" SECTION E SCALE. 3". 1'- 0" B. Z N a 13ccW P.tf) p LA- a. J X O 1401 Z l7 f w Z F- ❑ J N Q E 1/4" MAX. FROM PIN C TO BUSHING WASHER )TH�READED PENETRATION NTO CENTER OF STUDS EMB, "T' 14 ShiS (� MIDSPAN BETWEEN STUDS FOR TRACK TO 1" x 4- PLYWOOD & TUBE CONNECTION STUCCO FINIS 1" x 4" x .125" _ - 6063-T6 ALUM. TUBE - THIS DETAIL TO BE USED WHEN STUD'SPACING EXCEEDS THE MAX. ALLOWABLE ANCHOR SPACING OWALL MOUNT SECTION I THIS DETAIL MAY SCALE. 3"= V- 0" ALSO BE USED o: SEE DESIGN SOIEDUIES —GLASS F o FOR FOR MN. I��ARAn OR DOOR 13 m = 0 UI IL ,UCTURE- f LT.LEG DIRECTION 1/4-20 Q1,6063-TfiiAL�1h11NUM; MACHINE ANGLES;PER BEF.N1cEND, BOLT W/NUT SIZEPER'SPAN:TUBE P42 O.bOR .SCHEDULE /— #'14 x 3%4" / SMs 61, O.C. 0 3," MIN. 14 16 ED. DIST. J 0=;w O v m A- DE M SCHEDULES 'FOR� FOR - 13 Q Z p GLASS WN.SEPNUna( ID'GlAsS w;Q�w - OR DOOR ,V �y'J 1/4"0 THRU BOLTS - F W F SEE BEAM _ �SCHEDULEF.OR, ED. DIST. I���mmmmmm DFI'11110Ct1 •I.11'IAIGCO , L9 SPAN TUBE SCHEDULE ALLOWABLE TUBE NUMBEROFMINILENGTH NUMBER OF LE TUBE SHUTTER SPAN THRU-BOLTS ANCHORS PER LENGTH SIZE SPAN ANGLE TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE 2k5k 6W 123.8" 135.2' 2 2 2 3 4- 7' 0.125' 96, 101.7" 106.9" 2 2 3 3 7' 7- 123" 899- 94A' 2 2 3 3 7" 7" -2'-- 60° ' 129.1 I5IXI 2 2 2 3 4" 7" ,2W 0.125 96 114.8" 124.1" 2 2 3 3 7° 7" 123' 102:8" - 109.6" 2 2 4 4 10' 10" 60" 138.0" 196.9' . 2 2 3 3 7" 7" 0.125" 96" 122,7" 1 155.7° 2 2 3 4 7' 10" 123" 115A" 1370 1 2 3 4 5 10" 13" 2'x10SI 60" 158.1" ' 240.0° 2 2 3 4 7° 10" eon :140.6" 229,9" 2 3 4 6 10" 16" ,D.1875" 123Y' '132.T-- . 203.1". 1 3 1. 4 5 Z 13' T 19" - r 14 16 It/49.F1AX:'FROM%PIN GUIDE SPAN7UBESCHEbUmNOTES: - - TO, BUSHING WASHER TYP. 1. U xx1 A R x xi 4".ANGLES FOR 2"xS" & 2"x6" BEAMS. USE'2°x5"xl/4" ANGLESFOR 2"xS" & 2"x10" BEAMS. m f 3. USE,BEAMSCHEDULE FOR DETAIL J. SPAN -TUBE PER DESIGN 4. TOP_& BOTTOM BEAMS MA`PBE USED TOGETHER OR IN COMBINATION. WITH OTHER CONNECTION DETAILS. WHERE USED -SCHEDULE TOGETHER, BEAM MUST BE LIMITED TO TOP BEAM SPANS. _ 1/4-20 MACHINE'BOLT S. SPAN.TUBES MAY BE.USED IN AMID-SPAN.CONDITION WITH __ 3" I'+t -- - - W/=NUT_(& 12' O.0 (2f'6063=T6:AL-UMiNUM SHUTTERS'SPANNING ABOVEAND BELOW THE BEAM. MID -SPAN .- -oa#,14 x 3/4^ SMS- I'.- ANOLESP.ER BEAMENO, - *SPAN TUBES'SHALVHAVE TOP�BEAM LIMITATIONS (INCLUDING SPANS, ANCHORS,ANGLES AND_ BOLTS), WITH THE SHUTTER SPAN TAKEN SIZE PER TUBE 6' O.C. SCHEDULE ASTHE SUM OFTHE SPANS ABOVE-ANDD-BELOW THE -BEAM,____ E ALT. LEG.DIRECTION ACCESS HOLE 6. 7• LAR E ARENOT ALLOWED. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. EMBED. MAX. DESIGN LOAD = x 72 PSF OBEAM' SPAN SECTION SCALE'1 3"='V- O" 1/4" MAX..FROAM PIN.GUIDE 1 6 TO BUSHING ER (TYP.) 1/4'TILE(TYP.) FINISH MATERIAL + ' 3/4" PLYWOOD �T 1/4"0 A325 GRADE THRU BOLT P7" D.C. OR SL76"O A325 GRADE THRU BOLT P-12" O.C. GALV. OR S.S. E 1/4"0 ELCO ULTRACONITO CONCRETE/CMU S" O.C. W/1-1/4"MIN. EMB. 4 OR 1/4"0 LAG SCREW- & 9" O.C. W/1-7/8" MIN. EMB. IN WORD SG=0.42. TO 0.55. CONCRETE, o: d BLOCK OR FRAMING. SEE 2" x 5" x 1/8" CONT. R SCHED. BASED ALUM. ANGLE (6063-T6) 'E OF STRUCTURE (MAX. DESIGN LOAD x 72 P.S.F.) H OPASS THRU DETAIL SCALE . 3"=.1'- 0" w 11 kxt�\Ik I V � 2" x 5" x 1/8" 6063-T6 ALUM. ANGLE W/ THREE 1/4"0 WOOD LAG, SCREWS',WITH 2-3/4" MINIMUM THREADED PENETR. "T" IN WOOD P EACH RAFTER OF TRUSS, 24" O.C.'MAX. WHERE ANGLE EXTENDS. BEYOND LAST TRUSS MORE THAN 6", EXTEND ANGLE TO (MAX. DESIGN LOAD x 72 P.S.F.) NEXT TRUSS. OTRUSS MOUNT SEC110N SCALE s 3"- V- 0" ID N 01 N O wM oI W 'u.5 0' W W o mgmw �y ww U�z 4QQw w� t z 0N❑S;w U31L mm N Ww b W 20-26156 PAGE DESCRIPTION: GLASS OR z a DOOR DM- lES FOR r g : — w (L 'DI WN. A710N 1(1 w ;F F-,1 u VI a RI .LqW ILO X V)M, a=JJ E0 13 Fa, Zml 4-1 20 N .25D" FROM PIN GUIDE BOTTOW i/ OF WASHER W SHER /° 1/4"4 TAPCON SA 24" C. WITH 1-1/44' MIN. EMBED. \' EXISTING CONCRETE LY. WOOD BLAMINGP�RRAMING R &OCK WOOD A HORS -DIST. _ ,NOQ ACCEPTABLE ORECESS SILL DETAIL SCALE. 3"= 1'- O" / 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) I ' TYP. _BOTTOM MIN•OF TWO 1 TYP. SECTION FOR SHUTTERS P� SCALE 3' - 1'-0' 4. / m IORS OR ir Fo ]R, w J m m:Z. F 0 ,Z ow tn a as tn s FOR HOST DETAIL i TYP. ALTERNATE SECTION 'FOR SHUTTERS P2 SCALE 3' = 1'-0' EXISTING STRUCTURE - EXISTING FINISH MATERIAL - IN VANTERVALS FINISH Op CURVED: SCALE,3 I I 4" MIN. RADIUS HEADER MOUNTED PARTIAL ELEVATION SCALE. 3' = 1'-O' 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER- (TYP.) Y' vvvmav iioo'aa o & Inn mu 3 vvvvvv Tb ® ) IDLE: G G _ A�1f G OR 1/4° ITVJ TAPCON OR DEW rL ULTRACON WITH I-3/4' EMBED (3192ps1 MIN CON) LOAD (psN 48 2.5" MIN�EDGE DISTANCE Cl 16.0" Spans C2 16.0" Uo To 6'-O" CONNTYPE 6 C4 16.0" 16.0" CS 16.0" C6 Cl Spans C2 Up CONNTYPE C3 30,5., To 81-8" 'C4. I CS 16.0" Cfi 0" Cl 15.5" Spans ,C2 16.0'� Uo-To.13'-0'.' C6 CONN C3. TYPE .:C4 CS 62 72 0: 16.0" I6,0" 14.5" 7.5" 16.0" 16.0". 14.5" 6.0" 12.5" 10.0'; 6.0"! 16:0' 13.0' 30.5' 16.0' 16:0'I I5.5'1 9,0" 12,0" 9.5" S-S" 16.0" I6.11 8:5'!. 145" 12:5'' B.5" 5.0" 16,0•' I5.5" 9.0" 7.5" 16,0" 16,0". 7.5" 60'S 8.0'.' 6.5,'; 4,0 7:0" . 13,0" r9.5'.' :4.5" 0 9.0", 60 5:D" 1.0" 9:0" 7:5'' 7.5" 10.0'S 60s:U„MILLENIUM .6.OlSW41M.", . 5,0!•„;6,0" 7.0" i5,0""200 MILLFAST 1-3/4°EMBED(3275psi MIN CONCRETE) DEWALT CRETEFLEX SS4 W/ 2' EMBED (3350psI MIN CONC) 48 62 72 48 62 72 110 I6,0" 16.0" 16.0" l3.0"13.0".6.0" •6.5" 16.0" 16.D" 16.0" 16.0" 16,0" 16.0" 16,0" 5.5"55 16.0" 16.0:' 16.0" 16.0' 16 O" 120' 9 5' 55 ifi 0' 16:0 14,5" 8,0" 16;0" 16.0' 16.D' 80" 16.0' 16.0' 16:0" 11.5" 16:0" 155 13 5 90 16D 16.0 I6;0�' 13.0" 16,0' 16.0' 1!4L .80" 65" 16.0' 16;0" 16.0" 32.0' 16 0 160 14 5 70 55 160 16.0" 16,0" 30 0 I1:0' 80" -40"c45:' 16:0: 6 5"r40? 12.0". 30.0"12,5" b 0"6.0'! 10 5 70 16.0' 12.0' 9.0" 16:0' I6.0" 14 0 I10 9 5 60 5Si"1/4" 160. I6:0" 14.0'.' 9 0" 14.5; ID:O' 8 S" 6b' 16.0' 14:5" 12:0"_ 100` 14 5 90 7 0 S7:55"200 160 13.5". 10:S': 8 0' .7;0"- 6,0" S,0" 6.5!'. 5:0". 4 0 •8.0". ' S.0"• 9.5"WITH 75" 6.5"LIO 140" 11.0" 8.0" 200 10.0" . 8.0" 5.0" 4 0 5 0' 8 0 10 0' 8 0 5 0 5.0" 8 0" 50:0'. 8 0 5,0" 4 0 - 1/4" ITW TAPCON OR DEWAL ULTRACON WITH 1-3/4° EMBED (3192ps1 MIN CONC) BED (3192ps1 MIN CONC) is - 48 62 72 130 200 1 MIN EDGE DISTANCE Cl 16.0" 16.0' 16.0' 14.0" 7.0" C2 16.0" 160' 16.0" 14.0". 6.0"' C3 7,5"_ 5.5'; -4:5" _C4 7.5" 5.5" 45'. CS 16.0' 16,0' 36:0'_ .8;5" C6- 7 5' 6 0 50^ Cl 16.0' 16,0" 15.0" 8.5" 70' CZ 16.0! }6.01;. 15.5': :7.51' 60 C3: 5:0'u C4 4 5 t, !CSC`. 16.0'- 12:5',' 9;5"_ r4.5"; C6 5 S" 4 0,? ' -Cl. 15:0: 30:6'; !9:0" 57.0"' 70"_ C2___C3,L 15.5'.1 9.5"i :7.5^`: 6.0",', 60 C4. ,.CSu: 9:g5� 0" 4 q':5•�j C6;, 1/4" MILLENIUM MILLFAST WITH 1-3/4" EMBED (3275ps1 MIN CONCRETE) 48 62 72 1f0. i6.0" 16.0" 16,0" 10,5" 16.0" 16.0" 16.0" 10.5" 13.0': 9.0"i 7 3;' 4.5" 13.0" 8.5" 7.0" 4,0" 16,0'! 16.0" 16.0" 6.0"' 13 5- 10 5 9 5 6,0:,6:5 16 0" 14 0'! 11 5" 16.0" 15 0 11 S s 5 ! 8:0". S 5' 4 5" 7 5 S 0 4 0 _',7.0"._ 16.0" -9 5.' 9 5 7 5 _ 6 5 ,4,0 11 5" 8 0' 6 5'- 5.5" 11 5 7 5. -5 5'• 4,5 `; A;S"} ; ,,4:'S':. 5 0" I'4.5- 200 1 5.5" 4.5" 5.5". 4 5 Z 1/4" ALL -POINTS SOLID -SET I. MIN:EDGE DISTANCE _ u ANCHOR W/7/8'EMBED & 1/4-20 SS MACHINE SCREW (3000ps1 MIN CO,NC) �� 48 62 72 110 Cl 16.0" 16.0' 16.0" 10.0" C2 16.0' 16.0" 16.0" 121 C3 9,5"I 7.0", 5.5" 3.5" C4 9 5 6 5 5 5 3 0; Cs I6 0" Mn:" 16 0" 6 0" C6 10 0 8 0 7 0 4 5 Cl. 16.0" 13.5" 10.5" 6,0" C2 16.0" 1q 5 11 0 5 0; C34 C4 .CS`,. 6 0' S 5 -16.0" 4 5- 4 0 9 0" 3 5.;'; 3 s- 6 5' '.3.01.. C6 7 0 . 5 5 4 5 3 0 Cl. 10,5" 7 S' 6 0" 5.0" C2 .C3v Cq -.CS_ 11 0 3 5" 3 5 .6 5 `.4 7 0.� 4 0', 5 s :: 4 0+ C6 5" 3.5'.� 200 :5:0" 4.0"• ^_ 40";WWII 1/4" ALL -POINTS SOLID -SET ANCHOR W/ 7/8' EMBED & 1/4-20 SS MACHINE SCREW (3000ps1 MIN CONC) ' _ C3 C4 CS C6 . Cl C2 -C3"- C4 CS`; C6 Cl. C2 C3 C4. CS "-Cfi 48 62 T�6 16.0" 16,0" 1Q0" 15.0" 16.0" 1fi3O" 16,0" 16.0" 16,0" 16.0" 16.W 16,0" 14:0" 10.0" 13.0' '9,0". 16.0" 15,0" 16:0" 13.5" 16.0" 12.5" 11.5" 6.0" 5;5" ]1:0" 7.0" 12:0" 9,0" 72 I10 13,0" 80" 4.0" 12.0" 70" 3.5" I6.0" 30.0" 16.0" 11.0" 16.0" 105" 16.0" 9!0" B.S' 50" 7.5 45" 1I.W' 5.5" 12.0" B.0" 10.5" 8:s" 9,0" 7,0" 5.0" 4,0''6.5"200 6,5"I/4" DEWALT. SS DROP -IN 2-5/8" MIN EDGE DISTANCEW/ 1/4-20 SS BOLT AND 1" EMBED (3000psl MIN Cl C2 C3 C4 CS C6 Cl C2 . C3 C4 . CS' C6 C1 C2_ C3 C6 - 48 16.0" 160" 160" 16.0" 16.0" 16.0" 16A" 16.0" 10.0" '9.5" 16.OP:012,0"9,0"CONC) , i5i8.0" 62 16.0" 16.0" 16.0" 16.0" 1L0" 9.5" 11.0" 9 0' I6.0'' I6:0" 14.5" 12 5" 15.0" 12.0" 1457 12 5 7.5'.' 6;0" 6.5'.'•: 30:o" SS":.75" 30.5" 3. B.5. 7 0" .8.0'."�a.72 6:0"16.0"5 0 .6:5" 8 5 7.0"- 6:0r, �6:0" 55;0!! ' zoo ss" s.o^ ss-, :5W!'.:5.51- s:o„ 1/4' DEWALTSS DROP -IN i 3-1/2'"MIN EDGE-OISTANCE' -- -_ _--- - W/ 1/4-20 55 BOLT AND 1" EMBED (3000psi MIN CONC) Cl C2 C3 . C4 CS C6 1,. .Cl C2 _C3_ C4 . .C5: C6 ' Cl C2 C3 C4 :CS'.. C6 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0 16 0 11.0" 10.0 16,0" 14 0 130", 6t5"1 5 5� 8,0;'- :9.5" 62 I6.0" 36.0" 13.0" 12.0" 16.0" 15.5" I6.0" 16.0'' '8.0" 7:0''. 30.5" 11.0" '9.0":,5.0', . YS:OI'. 7:5" 72 16.0" 16.0" 10.5" 9.5" I6.0" 13,5" 13.0" 13.0" ,6,5^5:5'': ,8.0:!-.9.5" 7.5" �E%0,'� :.6.5"L10 12.0"11,5" 6.0", 5:5'.'7,0" 9,0" 7,5" 6.5''•: 6;5" 6.OG -'S.5'.1 200 6.0". 5.0" 5.5" 6,0''..5:0''i .SiS". _6.0 --- _5: 11 r5.5':' S12 SMS W/ 2° EYEWALL INSERT W/2°EMBED (2000psi MIN CONC) 48. -- 2" MIN;EDGE DISTANCE.. Cl, 16:0" C2 16,0" C3 13.0" C4 13.0'.' C5. 16.0" C6 13.5.' Cl . 16,0' C2 16�0 '.C3 f •8:0"' C4 ': 75 .16:0" e5... _ C6 95 ,,,Cl_ 145" C2 15Oi C3-C 5:0 ::0",.;6.5:' C5,_ - ,� C6ARMOR 62 ' 16.0" 16.0" 9.5" 9.0" 16;0" 10:5" I6.0" 16'0 50" 55"'12.50 7.5" 10.5" A:5" '35'�iS". _S;D",72 16,0" 16,0" 8.0" 7.5" 16.0" 9 5 14.5" 15 0 $0'_ 4 56 5 & 7 5 '3 0'�:5". 4:5":110 13.5" 13;5" 4.5" 4.0" 8.0" 6085"4 0! 7 0" S 5 S5" 3.5"3.5" 35" 7.0" 5.5" •35"' 3;5" 7:0" 5.5",;5F. J4.5" 3,S'5•12 SMS W/ 2.75' EYEWALL INSERT W/ 2.5° 48 62 16,0" I6.0".16,0"13.5':. 26.0" 16.0" 16.0" 13.0_ 16.0" 16;0".15,5"16.0".16;0 16.0" 16,0" 16:0" 115" I10:' I6:0" 16,0_ 14;0" 11.0" 16.0'' 13.5" 16.0" `-7,0"' 1.5" :9.5"ARMOR (2DOOpsI MIN CONC) 72. 16I 16,0" 31.0" 10,5" 16.0" 13.5" 16.0" _8;5". 16 0' ;8.0:_ _70'! 65� I1.5" 9.5' 1I.0" 12;0:S" 9,5'' 4.5" :Z.S"EMBED .0', 'G:0".- 110 16.0" 16.0" 6.5" 6.0" 10.5" 9;0" 110" 9.5"4.5"�4.0" ,5.5" 6,0" 9.0•' J.5" 3.5" .5" 3:0" 0.07.5 3.5" 3.0" 4.5". S.0" '9.0" 7.5''. 13:5" 3 0".4.5" SU_'. _9:0" Z.5". 3.5" is'.'- 3:0". 2 x S (TYP.) 2 x 5 [pl OUTSIDE TOP FLANGE ANCHOR (SEE SPACING SECTION X) O O O 0 l x S ITY1.1 1 x 5 OR INSIDE 3 -OR Q4 HEADER / SILL BOT. FLANGE ANCH(SEE SPACING SECTION X) SIDE CLOSEST TO OPENING NOTE. "S" INDICATES ANCHOR SCHEDULE SPACING. SPACING.DIAGRAM FOR 61 CONNECTION TYPE: - C1'CDNNECTION TYPE USING PIECE Q OR m 7 / B COMBINATION 2, S TYP. 11 / I COMBINATION 9 / 0. COMBINATION O I x 5 (TYP.) 2 x S ITYP.) NOTE. "S- INDICATES ANCHOR SCHEDULE SPACING. SPACING. DIAGRAM FOR C3 & C4 CONNECTION TYPE: - C3 CONNECTION TYPE USING.PIECE Q0 WITH OUTSIDE -- - ANCHORS iONLY - C4-CONNECTION TYPE USING PIECE 0 OR © WITH OUTSIDE ANCHORS -ONLY_-__ ANCHOR NOTES: -------- ___ 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE (Pq 1). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND.EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR E UAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER T AN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE, ASTM C-90 HOLLOW CONCRETE BLOCK OR WOOD'FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. ' S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON -CRACKED CONCRETE ONLY. 6. THE CONTRACTORS RESPONSIBLE TO ENSURE THE ANCHORS ARE -INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE'AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY: FIELD VERIFY THAT FASTENERS ARE INTO ADEppUATE WOOD FRAMING MEMBERSCLOS, NOT PLYWOOD. FASTENING TO PLYWOOD I$ SIDE URE PIECES. ACCEPTABLE ONLY FOR B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE-LOCATEWIN CENTER OF NOMINAL'2" X 4" (MIN.) WOOD STUD. 3/4" EDGE -DISTANCE IS ACCEPTABLE'FOR WOOD FRAMING. LAG SCREWS SHALL HAVE PHIWPS PAN HEAD OR -HEX HEAD. 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2' ENGAGEMENT OF THREADS IN BASE.. ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT),. U.O.N. -DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHER' WINGNUT. 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 11. WHEN ANCHORING TO HOLLOW BLOCK, SOS DRILLS SHOULD NOT BE USED TO DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL CONCRETE SCREWS TO H0116W BLOCK. 12. ALL MILLENIUM MILLFAST CONCRETE SCREWS SHALL HAVE T&C ULTRACOTE. 20-26156 OR SCHEDULE: HOLLOW -CONCRETE 8LOCK-K-ONT.) Em ■ ®�i///% i// is/i®®ia/i is/ii///®ram Jaaor"UK- bQ;MI:VU,LE:_GROUT-:Fag:LED.'CONC'iBE�,'V,i e' rv- G 4" MIN' EDGE 'DISTANCE�-_ _- Spans Up To 6'-0" _Spans Up To'8'-8'[ Spans Up Tp 13•-0" LOAD TYPE ANCHOR (psfJ CONN TYPE CONN TYPE CONN 5/16° ITW TAPCON XL W/ 48 36,0" 16,0" !j0" 16,0" 16.0" 16.0" 1 0" 16,0' 16.0;' 2-1/4° MIN. EMBED 62 16,0'• 16.0" 16.0" 16,0'• 16,0" 16.0" 16.0" 12.5" 16i0.' 11.5' 16,0" 16&!- 16 101 9.5" 15.5" 72 16,0" 16,0" 16,0!' 15.5' 16.0" 16.0 16.0" 10 5 19 5 15.5 36,0': 160" 14 5 B.0'• •7.0" 30.0" 0.01 110. 16.D'; 16.0" 10.0" 9.0" 14.0" 19.5- 12 5 6 5' IS 5 75' 12.5 12 0. 10,0 6 5 5,5" u 5/I6° DEWALT ULTRACON 200 48 12.0" 1D.0" 5.5" 4.5" 6.0" 12,0 10 0 5 5' I4 5 ;6,0• 12 0 10.0 5 5 5 5 4:5' 6,0" ,4.5' 6.0" W/ 2-1/4° MIN. EMBED 16.0" 16,D" 13,5" 13.5" 16.0' 16,0 16 0 8 0" 17 5 . 16.0 9 5 .9l5!`; .6;pP.. (+m� ..62 16,0" 16,0" 9.5" 8.5" 16.0" 120" 12.5'! 5.5!' S,0!h :B.F, 6,5".:6iO?. 5 0 72 16,0" 16,0" 7.5!'. 7.0'• 10.0" 9.5" 9.5"r ; 5.0!'.. 5.5' O 200 I :2' MIN EDGE DISTANCE`S -" •_"- 012 SMS W/ 2' EYEWALL 48 16.0" 16.0" 10 5" C4 10.5" C5 16,0" Cl 16.0'- 16a0 6.5" 6C5". 36.0' 12.5'. 12.5 4,0 C4 CSn: .3.5". 7.5"; ARMOR INSERT W/ 2' EMBED 62. 16.0" 16.0" 7.5" 7.5" 16.0•' 15,5" 16.0" 5.0". 10.5" 9.0"_ 8,0". 72 16.0" 16.0" 6.5". 6.0'! 16,0" 12.5" 12.5". $.0". 135 7:5" 70 ,3.0^, 6'S=': q;p'r 130 11.5" 11.5" 4.0" 3.5" 7.0" _7,0" 6.0". .3.5" 6.0 5.0"c ;09 200 6.0" 5.0" 3.0" 6.0" 5.0" '3.0" 6.0" 5.0"- 3.0" ANCHOR,SCHED'UM- WOOD• (G=0.55) 3/4"'MIN EDGE DISTANCE j Spans Up To 6L Spans Up To 8'-8" Soaps Up To IT-O" o ANCHOR iD �, CONN TYPE CONN TYPE CONN TYPE 1/4:LAG"SCREW WITH Y-3/ ' Cl 16.0" C2- 36:0" "C3. 11.5". C4 11.5'.' CS 16:0" Cl 16:0" C2 16.0". C3 7,5" C4 CS 16.0" Cl. C2 C3 C4 CS - MIN THREAD PENETRATION 62 16,0", 16.0',' .8:5"' 8.5" 16. - 16.0" 16.0" •5.5" .7.0'•. 5.5" 16.0- 16.0" 16.0" I6.0!' 1S.5" 4:5" F 4.5" 3.5'• 15.0" 9.5" 16.0•!. 16.0" 7.0". 7.0" 16:0" 1Q0" 16.0" 4.5" 4.5" 15.0" 14.0" 12.5" 3.0" 3.0" 7.5" 110- AL . 16:0" 4.5" '4.0" 13.5" 14,0" 12:0" 3.0" 2.5" 7.5" 11.5" -9.5" 2.5" 20 6 0" _ m 7/1 zoo': 1 1.5:9.5". 2.5" 2:0". 6.0" , I1.5" 9.S 2.5" 2.0" 6.0" 11.5" 9,5" 2.5" 2.0" 6.0" o' ING WITH 1.13'.MIN EMBED,$1%4-20, '48 16:0'• 16.0'• 9.5'• 9,5" 16.0" 13:0" 13.0" -5.5': 5.0•' 13.0" 7,5" 7,5". 3.5" 3.0" 4.5" - SS MACHINE SCREW .62 14 5 14 5' 6 5 60. 14.5" 9.5" 10.0" 4.0" 3.5" fi,5" 5.5" 5.0:' 2.5" 2,0" 30" 72 12 5 12 5.! 5 5 5 0 11.0" 7.5. 7.5" .3.5" 3.0"' 4.5" 4,5" 3.5" 2,0^ O f 130 -7 0 - 7 0". 3 0 2 5'L .4.0•• 4.0" 3.5". 2,0"• 2.0" 3.5" 3.0"- .2,0'' O �+ •" 200...3 5 3 0". ..3.5'.' 3.0"' `3.5" 3,0" g14:SMS#19 WOOD SCR -qe 16 0 16 0:' 13 0 13:0'! 36O 16:0" 16.0" 8:5" B.D" Ifi.O" 16.0" 16.0" 5 0" 5.0"' . WITH 1-.tSEWALT,TAPPER+ 14°• PIN THREAD . 62 16 0' 16:0'! .9 5" 9,5" 16.0 - 16:0;' 16.0'.' 6,0". 6.0" 16.0" 13.5" 12:5" q:0" 3.5" 7.5" PEGR PENETRq'�IpN. 72 16.0" 16.0'•-.8.0" 7.5" 16,0" 16.0" 16:0" 5.0" 5.0" 12.0" 11.5" 10.0.' 3,5 3.0" 6.0" 130.. 16,0' 16.0" 5.0" 4.5" 30.5" 11.0" 9.5" 3.0" 3.0" 6.0" 9.0" 7.5" 2.5" 2.5" 4.5" 200' to 7.5" 2.5". 2.5" 4.5" 9.0, 7.5" 2.5" 2.5', 4.5" 9.0" 7.5" 2.5" 2.5" 4.5" AC . l SCHED-UL • .WOOD,-(G=0 42.1 ri 3fW4 MIN'EDG' EDISTANCE --- -__ Spans U Tp 6'-O" TYPE -Spans Up T. B'-8" CONN TYPE Spans Up To 13'-0" CONN TYPE O m. ANCHOR iD .. - ' ...._ 1/4",LAGSCREWWITH.1-3/4'" MIN THREAD _ ... 48'! ClCONN ,C2 ' C3 _ : C4, CS 160" 16:0"!9.01 9.0": 16.0" Cl C2 C3 C9 CS 16:0" 16.0'.'6,0" 5.5" 16.0" Cl C2 C3 . C4 CS 16.0" 16;0"3.5" 3.5" 10.0" PENETRATION 62= 16.0" 16.0". ;6.5" b:5' 16.0" 16.0" 16.0'S 4.5' 4.0" 13.5" 11.5" 30.5" 2.5 2,5 6.0" o . 72,� 16:0 16.0: 'S.S:' 5:5" I6.0" 16.0" 16.0" -3.5" 3.5" 10.0" 9.5" 8.0" 2.5'! 2.0" 5.0" o •110 I5.0" 1'4:5" '3.5". '3:0"':9:0" 9:0"' 8.0" 2.0!' 2.0" 5.0" 7.5" fi:0" 2.0", 4.0" WOOD SCREW S1,i/4', '.200 ;.75 - 16.0 $.0" 16 0' .2.0 9 5 9 5"• .8.0" 16.0" -7.5" 6.0" 2,0" 4,0" 7.5" '6.0" 2.0" '4.0" O. O OR 1/4°.DEWALTTAPPER+ EWA .,48 16.0" 16.0" 6.0" 5.5' 16.0" ILE IL 3.5" 3.5" 7.0" O WIIH 1-3/4" MIN THREAD PENETRA ON. 62 16.0',16 0':7 0 6 5" 16.0" 14.0" 15:0" 4.5" 4,0" 9,5" 8.0" 7.0". 2,5' 2:5" 4.5" 3 72 16.0" 16.0" :5.5"; 5:5" 16.0" 11:0" I1.5" 3.5" 3.5" 7.0" 6.5" 5:5" 2.0" 2.0" 3.5" '�� .I30 30 5' 30.0" 3 .1 ' 3c0'! 6.0". '6.5" 5.5" 2.0" 2.0" 3.5" 5.0" 4.5" 2.0". 200 5,0' 4.5" 2.0' '2, 5" 5.0" 4.5" 2.0" 2,5" 5.0" 4,5" 2.0" 2,5" ANCHOR. NOTES: SEE SHEET 10 FORANCHOR NOTES. 1? ----_ �0.032° 0.032' 0.125°. 0.196 �— ��♦ 45° j \ 1 I I I � 1 . ,.1 1 02.87S" ` I' -} T-0.188" 03.250° n LIGHT-N-VIEW WINDOW ~ N.T.S. SABIC PLASTICS SLX1431T-UL-94HB RECTANGULAR INDOW ASSEMBLY EDGE OF ACCORDION SHUTTER BLADES t— £00 3.5" MIN. TYPICAL 1.500" x 6.000° HOLE (TO RECEIVE ,RECTANGULAR WINDOW ASSEMBLY) RECTANGULAR WINDOW 4 BLADE W/ RECT. WINDOW 13 N.T.S. EXTERIOR ELEV ROUND WINDOW i ASSEMBLY EDGE OF ACCORDION SHUTTER BLADES . µld �00 ry W a °+ 9 2.87570 HOLE TO RECEIVE ROUND W WINDOW ASSEMBLY 12" MIN FROM EDGE OF 5HUTTEF TOP OR BOTTOM 3.5° MIN, TYPICAL EDGE OF ACCORDION SHUTTER BLADES 2.875"0 HOLE (TO RECEIVE ROUND WINDOW ASSEMBLY) MAXIMUM OF 3 WINDOWS PER EVERY OTHER BLADE NDOW (21 LIGHT-N-VIEW WINDOW 13 N,T.S. EXTERIOR ELEV 1 BLADE W ROUND WINDOW 13 N.T.S. EXTERIOR ELEV 4111-020, .093° 118° �DIA. NO. F (EXT.) 145" i / � r .355° SECTION A -A 5 RECTANGULAR WINDOW 13 N.T.S. EXTERIOR ELEV 12" MIN FROM EDGE OF SHUTTE TOP OR-BOTTOI 3.5° MIN, TYPICAL OF ACCORDION TER BLADES 1.500" x "oo° HOLE (To RECEIVE RECTANGULAR WINDOW ASSEMBLY) _ MAXIMUM OF 3- WINDOWS PER EVERY OTHER BLADE -3 .RECTANGULAR WINDOW 13 N.T.S. EXTERIOR ELEV .RECTANGULAR WINDOW NOTES: '1. THERECTANGULAR WINDOW SHOWN IN 5/13 IS MADE FROM GE XL10 LEXAN WITH 0.075' MINIMUM THICKNESS. 2. FRAME -FOP RECTANGULAR WINDOW MAY BE NYLON 6'OR'POLYCARBONATE WITH A MINIMUM THICKNESS OF 0.161". ATTACH TO BLADE WITH (6) #4 SS SCREWS OR BOLTS WITH NUTS. Atl UKDIUN SHUTTER SYSTEM 69" MAX I SLAT SPAN O 0 p (2) ANCHORS PER SIDE, SEE O DETAIL 3/14 � NOMINAL WIDTH PER SCHEDULE N\TYPICAL ELEVATION (OPTION 1) 3 14 N.T:S. 14 EXTERIOR ELEV ACCORDION SHUTTER SYSTEM 69° MAX SLAT SPAN C i C p (2) ANCHORS PER SIDE, SEE O 2"x3"x0.25" 6 CONTINUOUS Ya" LAG SCREW %kff THREAD PENETRATI AND %" EDGE DISTAP TO G=0.42 MIN. W01 CENTERED IN LEG ME/Em G=0.42 MIN. HOST STRUCTURES A" LAG SCREW WITH THREAD PENETRATI, AND %" EDGE DISTAN TO G=0.42 MIN. WOC CENTERED IN LEG, 2"x3"x0.125". ANG i ALT,7-ER�N TE -MOUNTING OPTION DES-IGN: SCHEDULES OPTI.ON'.1 1 — XO.25 ANGLE 6063-T6 OPTION 2 2 2x3x0.125 ANGLES 6063-T6) NOMINAL WIDTH ALLOWABLEDE81GN PRESSURE NOMINAL WIDTH ALLOWABLE DESIGN PRESSURE POSITIVE r NEGATIVE (-) POSITIVE + NEGATIVE (- 4Y 151 psf 200.psf 42• 80 psf 173 psf 45" 131 psf 200 psf 45" 69 psf 151 psf 49" 116 psf 177 psf 48• 61 psf 132'psf Si" 102.psf 147 psf- 5v 54 psf 117 psf 54" 91 psf 124 psf 54" 48 Psf 105 psf 67" 82 psf 105 PSI 57° 43 psf 94 psf 60" 74 psf 91 psf 60° 39 psf 85 psf 63" 67 psf 78 psf 63• 35 psf 77 psf 66, 61;psf 68 psf 70 psf 69" 56'psf 60 psf - 63 psf 72° 51 psf 52 psf _ 56 psf71.46 psf 46 psf M76"25 49 psf 41 psf 41 psf 44 psf 37 psf 39 psf rul"I1IYAL WIUIH ---_..__._.._.... DETERMINING MAXIMUM ALLOWABLE HORIZONTAL SUPPORT ANGLE SPAN. PER SCHEDULE SHUTTER SPANS'AND ALLOWABLE LOADS SHALL NOT EXCEED THOSE TYPICAL ELEVATION -(OPTION- 2),-- - ------- -- _ PERM-ITTED IN DESIGN SCHEDULES. N.T.S. ---- ---- -- EXTERIOR ELEV_— SHUTTER SYSTEM SHUTTER SYSTEM I 2"x3"x0.125° 6063-T6 CONTINUOU5-ANGLE j SUPPO TIN 3 R T kCK Itna s W LAG SCREW WITH 2"� F- THREAD PENETRATION e g 'i ANDS" EDGE DISTANCE _ TO G=0.42 MIN: WOOD; CENTERED IN LEG'0F• �j G=0.42 MIN. WOO[ N/ CEILING HEADER HOST S'jfjUCjURI j� j 1/4-20 316 SS THRU-BOLT SPACED 12" O.C. MAX OR 914 316 SMS OR SOS SPACED 6" O.C. MAX. FASTENER SHALL BE LOCATED 1" FROM ENDS. V4" LAG SCREW WITF THREAD PENEfRAT. AND Y4" EDGE DISTAI 2"x3"x0.12S" 6063-T6 ALUMINUM TO G=0.42 MIN. WOi ANGLE, 2" LONG, ONE PER END CENTERED IN LEG OF 2"x3"x0.25" ANGLE 2 x3"x0,.12 J. qN� TYPICAL END ATTACHMENT 3 (OPTION 1) Al N.T.S. VERT SECTION ""z lz — -CEILING HEADER ANCHOR: NOTE: }" MILLENIUM MILLFAST SCREWS W/ �" 1/4-20 316 SS THRU-BOLT ULTRACOTE MAY BE USED IN LIEU OF -THE LAG SCREWS CALLED OUT ON THIS SHEET UTLIZING THE 2" SPACED 12" O.C. MAX OR #14 316 SMS OR SOS SPACED 6" SAME CRITERIA. ON O.C. MAX. FASTENER SHALL BE CE/ ID, LOCATED 1" FROM ENDS. OF ALE j 2"x3"xO.i2S" 6063-T6 CONTINUOUS ANGLE SUPPORTING SHUTTER TRACK ' TYPICAL END ATTACHMENT (Z._(OPTION 2) . 1L N.T.S. VERT SECTION