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HomeMy WebLinkAboutProduct Approval - Accordion 7/26/2018 Florida Building Code Online » Professional # Regulation BCIS Home Log Tin User Registration Hot Topics ! Submit Surcharge Stats&Facts '.: Publications Contact Us SCIS Site Map Links -, Search Product Approval d'opr a USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion 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&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL13757 R6 COI IndeRl pd FL13757 R6 COI IndeO—W FL13757 R6 COI Indep3-.W Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKqqkMAsTBNgA%3d%3d 1/2 7/26/2018 Florida Building Code Online Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eauiv Eauivl.pd FL13757 R6 Ea iv uiv2.Rdf FL13757 R6 Equiv Equiv3.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# I Model,Number or Name Description i 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System _..._.__._....__.._..... ..................._. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwgl.p-f 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 R6 AE Evall.pdf combinations and additional limitations of use. Created by Independent Third Party: Yes 13757.2 _— 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions W Approved for use in HVHZ: Yes FL13757 R6 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 R6 AE Eval2 pd combinations and additional limitations of use. 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. t - Limits of Use Installation Instructions Approved for use in HVHZ: No FL13757 R6 II Dwg3.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 information, FL13757 R6 AE Eval3.pdf anchorage,etc. Created by Independent Third Party: Yes _ _-- Back Fet Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.QQQ oht 2007-2013 State of Florida.::Priv 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: MWWWNHE Credit Cara Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKqqkMAsTBN9A%3d%3d 2/2 FRANK L BENNZM P.E. A ORDION SHUTTER549 FOR USE WITHIN AND OUTSIDE THE HVHZ �•' LICENS ' TABLE 1 TABLE 2 TABLE L _ ND PE�65 ALLOWABLE-$SCHEDULE MINIMUM SEPARATION FROM GLASS TABLES ALLOWABLE SPAN SCHEDULE = O * N FOR USE WITHIN THE HVHZ FOR USE WITHIN THE HVHZ ALLOWABLE SPAN ASTM ESSENTIAL FACILITIES ONLY IIVFQ IIVIQ MINIMUM SEPARATION S"HVA MNYW SEPARATION TATE OF W M I POSITIVE PO61IIVE WIND I.. FROM MASS WIND LOAD LOAD WLTM NEGATIVE POSITIVE FROM GLASS POSITIVE i s•• ORIDA,.• )LL WITH CENTERMA Wlryp Lp�p DESKa7/ SHUTTBt INSTALLATIONS INSTALLATIONS O UI q UIMMTE Q ALL PRESSURE SPAN DESIGN SNUTTBI AI `` _ ul LOAD"F) 5 30'ABOVE >30'ABOVE DESIGN NEGATIVE AND PRESSURE SPAN 3W� �''�/j;ALL E;;1 p� .YI O OROL 32 CONDITIONS- (PSFI GRADE GRADE WND LOAD AIi (PSE) GRADE GRADE Q• FSU" x (N.) (IN.) LOAD MOUNTING (N.) (N.) Tll fla�$$� IOY ORO S Q (PSF) CONDITIONS" Z�l L m .. 23.9 for 16r 150• 29.3 106• 5.7" 3.5' _ or a1• I.T. 20.0 164• 16r 108 or a01 1.1" 50.0 158 30 9r ai• 1A• W W ,Ny W.. 30A 147' 150' 150• 90 9r ar 1.5"_ %.0 706' 120• at• 11 ;�• U 36.0 14r 160• 166• 1%' 3.0• 1.r 00.0 146• for o.0' as N C x W 40.0 137' 146• 16r i0r 5.7' a5' a" 143r or a1• 1.1• O W E 45.0 13r 141• 166• or ar 1.1" 70.0 ISr or a.1• td 0 O 00.0 17r 13r -16r 9r 0A' 1'r 70A tar Tor 3.1• 1T 40 65.0 12r 134• 16r 40 for 3.0" 1.B•_ 80.0 t%• 12V 3.1• 2? 00.0 124• 131• 14r 12V 3.0' 22" 85.0 12r 137' 5T 2.r %.0 121• 12r 14r 13r 6.r 2r %.0 121• for 6T 4.r d _ 70.0 11r 12r 13r 14r 6.r a5' 'il %.0 ttr 0r at' 1.1• - 7" 11T 12r 137 0r ar 1.1• _- i 100.0 lir 9r at' 1.r •1 00.0 115' 12r 170• or ar 1.r 106.0 112• for at' 2A• m Y C %.0 11r 170• 176• 60 10r a0• 2A' 110.0 110• % t2r a1• 2T W 90.0 112• 11r 121• 12r ar 2A• _ 11115A for 13r 6.r &I" o: AA %.0 71r ttr 11r tar 6.r U. � 120A 106• tar I 6T er y 100.0 10r 1115' 11r or I' tr 125.0 107 or 3.1• 11.1• Q.G _ 105.0 for 112• 112• % 9r 3A• IV 13" 101• 9r a1• IV g# d 110.0 for 110` 11r fOr ar 2r 135.0 9r 00 1%• a1• 2.1' 7h 115.0 for 10r for fat' ar S.6' 140.0 %• 12D' a1• 2.r g 120.0 1W _ _ Tor for or ar 12* 745.0 9r 14r SV 6.0• E $ 170.0 - - 107 04• 3A' 1.5' 130.0 or or a1• 1.1• 6 130.0 - - 101• w 3A• 2.0'- - 1%A or 04• at• -- --..-_. _ 1-or12r Sr3.0• 100.0 or 70 9r at• 1.r Q 136.0 - 9r 140.0 9 106.0 01• 1%• a1' ar _ - '� r 0r 3A• 1.T TZ 146.0 or04' 3.0• t.r 170.0 7r 177• 5V 4A' p 150.0 - or % 9r 3.r 2.3• 176.0 Tr Sr a.1• tr ` o 15'5.0 - 0r ttr 3T 35' 100.0 74• Sr &I* IV 7LL11/ _ 160.0 87 or aA• 1.r 185.0 7r % 9r at• 2r 0'. 165.0 01• 110 M• 9A' IV 190.0 7r 1%• ar 3A• 170.0 _75' 99' 9.r 2A• 1%A or 121' 6.6• 3.r 175.0 7r 110• 3T 3,r 200.0 or or 3.1• tr 100.0 71• 00' aA• 1.7 FOR BUILDOUT MOUNT MAXIMUM 170 or at• 1A- y 166.0 72' 120 64 3A' 1A' SPANS AND PRESSURES,SEE 9r aP 2A` Mir !ip 70, t5s• 3.11• 31' TABLE C ON SHEET 6/13 110• ar ar e E 1%.0 ee• or a1' Ir 200.0 _ %. FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE 110 Wor 9r a1• I t TABLE C ON SHEET 6/13 31• 25' 105' 3.1' TABLE 1 AND 2 NOTES: TABLE 3 AND 4 NOTES: 1e/ $ 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. 1. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN C F� Q r x 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN TM 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN 3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. E OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: 3. NO SEPARATION FROM GLASS IS REQUIRED FOR �4 IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF 0rYIwR49RL0 NYNOPL BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. 15_2338 THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES �7 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE:IT 4Kxs' HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM Fes ` PRESSURES ARE AWAY FROM THE HOST STRUCTURE. WITH THE BACK OF THE SLAT FACING OUTWARD. 4. LINEAR INTERPOLATIONBETWEEN SHUTTER SPANS IS NOT 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICANE PROTECTION PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE BE USED. USED. � tPE00"549 NK L M NDO,Y.E. LICENti i 7 * : No PE0046549 _-0 - bO 0�'•. 6Tg7F ;• Ow< Mrs RIDA.,.••��\3� w ene VARIES NO LIMIT ��NAL ENG.`\ W Uj �'� , GENERAL NOTES: ',/� �A nN 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING Z �w U r - CODE SIXTH EDITION(2017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE (�Q �t w u)� ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN Z� gy m a2 ASTF1 E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. w SECTION WW u" 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE 15 DEQTERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE TOP TRACK I��� N ►' W BUOF THE ILDING CODE SHALL BE LESS THAN OR EUIREMENTS AS DETERMINED IN ACCORQQUAL ANCE TO HE POSITIVE OR NEGATIVE WITH ASCE 7 AND CHAPTER 1DESIGN PRESSSSU EA o w W CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND ZONES,IN ACCORDANCE WITH ASTM E1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL d CRITERIA IS INDEPENDENTLY ADOPTED BY HE AUTHORITY HAVING JURISDICTION. ¢J PLAN n 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND p. VIEW LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. In F w 7. DETERMINE HE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING HESE it DOCUMENTS IN ACCORDANCE WITH HE GOVERNING CODE AND GOVERNING WIND VELOCITY. FORLi WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 O ~a SHALL BE USED. MV m 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC D ^ SITE. =w z d 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL v'J ` ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME X a '� PRODUCT APPROVAL.USE OF HESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. f r o 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE Li 3 CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR Li E VERIFIES THAT HE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM H a LL THE STRUCTURAL SUBSTRATES DETAILED HEREIN. R 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING 5i p OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SR NED,DATED AND t I SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE BOTTOM TRACK Q DEVIATION.AS A CONDITION TO HAN E BUILDING OFFICIAL GRATING HIS/HER APPROVAL. 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN&COUNTRY INDUSTRIES LOCKING MECHANISM SEE FORT LAUDERDALE FL TYPICAL PLAN VIEWS MISSILE LEVEL D-ASTM E18R,E1996&E330 TAS 201 202&203 ' e!� FLORIDA PRODUCE APPROVAL NUMBER a �� 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCORDION a IN K.S.I. SHUTTER ELEVATION 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH AMINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16.0 5052ALUM.ALLOY. N.T.S. 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. 9I18. 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. P 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE COPYROff AW(LM30MM ABOVE-NOTED BUILDING CODE 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING 15-2338 REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE SCALM BACK OF THE SLAT FACING OUTWARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN FAMp 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. 23. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK 79 3 °PE00"549 I. M XDO,V.E. 2 874" PROJECTION VARIES 3.610' 1.994" ���`��L•• .115" 4.874' MAX. LIC 068'• 2 782" 1.907' 1.825" $ 125" 1825" r 1.825" 1.706' .997" 1.825" • , 143' .143" o ni ^ 068" 143' a c 7 708" .100• 1. p u 0046549 H .7.00 1.7 B" 100" N .100" 1.708" .100" m 143'• m .099' 195" _ 795" _ 5' '1'1.195" 96 19s..'17-7 .195" 143' 10 143" r4 -7, ON (n an °� a. rn 6z. .062' �T ^d6TATE1�' 4p W E o_ .062' 062' N .095" .062' N ti ^ ^ sx� ,(n 8 }} L 200' 1.069' i O NG `w((� .n .200"J .6 2 .630' �2 NA E ` �jJ 062" 62" 200 .062" 30" 62" .200 r ,P--4 ^ 1.510' .062" 630 1. fA1111 11117\ W •Z m m 608 630 1.250" 971" .588' Z� �°>U. 977" .971" 09 095' gg� t e" : x•1.069' 2.822.. 2.728' (�a AS a w m 1.1 1.2 0" 1 0" 1.250" 7.200" .095 971" .030' 2.748' Z v �Q ` 5.745- X. S745"MAX 3610" WW �N itlK LITE 2-LEG WALL 31_;� u O WALL O BUILD OUT WALL O HEAVY 2-LEG WALL O O HEAVY HEADER/SILL O LITE HEADER/SILL 0w. W SCALE-HALF SIZ SCALE HALF SIZE SCALE HALF SIZE SCALE.HALF SIZE SCALE HALF SIZE SCALE HALF SIZE w W �O WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 2.655' g d 2 655" 1.825' .875' 2.195' 1.230' 182S" 2-195" .510' y 1.583" _ 2.655' Y C 600 8B Sto" .510' .460' re .085' 2.365' In` m o- 17 10 400" ` 90• N .621' .105'.o c105 N .105' N TYP N 060'T Y .631'n1.069' #- E21, rr 621• I 875" 3.635" 1985'. S 2 300" 4.510" f -! 4.510' 2.195' ^4.510' 250 2.195' o m z DSILL O SILL ADAPTER Ip EXTENDED SILL ADAPTOR >> MID SILL 12 MID SILL ADAPTOR SCALE HALF SIZE Og EXTENDED SILL SCALE:HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE.HALF SIZE 1.994• .143' 143' 4.603" 12,125• 314 1.708' P_060 SOR 325" 3,963' a l6= 258" 297" .030R 054" .0 2" 1.570' .510' q q q q .069" o cu 625" 3.41 341' e m 1. 0' # - i� . 4 lu m �Yy 0.080' 3 TYP. 6.8 SLAT/BLADE 7 6.8 STARTER 1721' •133' 682' .630' 096 08 a 0.080' 0.117 060' g SCALE HALF SIZE SCALE HALF SIZE R. - E: N *ql yg! .130' N2.822' Oai .621' 4510" RADIUS CEILING HEADER/SILL ti 0096' 88WALL SILL.310' SCALE HALF SIZE .180' 080' SCALE HALF SIZE4.702" 227'• cu 630' p,pgp• m7/1NRPRYRL BNYOD PE 054" 15-2338 Kwul 420' EAU peoclityTIlow �q CEILING HEADER/SILL 15 6.8 STACK/CONECTOR SLAT/BLADE SCALE HALF SIZE WALL SILL CLIP °9� SCALE HALF S1ZE SCALE HALF SIZE 65) rlFRANK L. 3750 `11111111((!/ 11PEOD/6519NNARDO,G.E. 1.950" 125' 2.018' p10-2t THUMB .r-t.289 � LOEN ••.'9 {'t' S N SCREW - STAINLESS STEEL 10• o Z }}-- ASSEMBLY m • I m o 3200 HOLE o w _ :• No PE0046549 c N ro m 10 '0 2 m W DSO.. NYLON u p tp I I WHEEL .062' {V� r4 1.100" 2401, o :pQ••• STATE OF ~ 5' MAX. L ' TYP AT EVERY OTHER 750 i'�S'•�'�QE?��P••• t((n� WM .g+ F 20 RECESS SILL FOR USE WITH INSIDE JOINT AT TOP 870 ////S BONA{ LSC? WvJ YL') 2. DANGLE SCALE.HALF SIZE ® AND ®ONLY CYLINDER-SOLID BRASS,NICKEL PLATED Z W Ol�EugS 19 P2 ROLLER ASSEMBLY HOUSING-ZINC OICASTPOWDER COATED II1�1Q H<<` SCALE HALF SIZE 21 SLIDE ROD SCALE-HALF SIZE NOTE MAY BE KEY OPERATED OUTSIDE OR THUMB U� p m s Z° SCALE:HALF SIZE TURN OPERATED INSIDE. Zk °A+Np �� ".250- WW S.23 BRASS PUSH LOCK W P NYLON WASHER SCALE HALF SIZE N b OR ALUMINUM 357' (NYLON BUSHING "bo. 4.000' �� W OPTIONAL) .276" p� .500' 14 x 2-3/4"410 HT S.S INSERTS SCREW W/ N.062' m �: INTO TC ULTRACOTE COATING M n TRACK (TYP TOP&BOTTOM) 2.250', YLON BUSHING W/WASHER- .. .154' .13TNW #8, 7/16"0 x 1/2"(BI INTERIOR JOINT TOP �S 7/16"0 x 1" INTERIOR JOINT BOTTOM '224' �r4y F EITHER CAN BE USED ON EXTERIOR26 BOX CENTER INSERT 2.750' 2.000' BUSHING ASSEMBLY DETAIL SCALE:HALF SIZE 24 1Ai " w0 {{{ SCALE.HALF SIZE 27 RAINGUARD 28 DECORATIVE FLOOR TRACK 2�I � SCALE:HALF SIZE SCALE HALF SIZE O-o]` 1.978' 2125' . 2. ' ].742' .623' .236' .286' • vti N.. cN oH m am 2 7,0If2�" .41,'2 22 .2.4.16064'5"2"" , 1110• .26 2 465 1'--4'f , Eo 3C443" m.090' 2 289" 1.084' 6'4 m 1.200 1.100" " c 052 26 250" 2 (? ^ m 3.443" 2 .2 00 1753476' 125" 125Qi g 125" 5ll- r .160' L001' .062' .222'J'-# .062' 29 2003 6.8 CENTER MATE 30 UNIMATE LOCK 31 MALE BOX CENTER o 32 FEMALE BOX CENTER 33 OUTSIDE CENTER MATE 34 INSIDE CENTER MATE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE S O 7/16"0 STAINLESS .062" isi 51 d STEEL NUT �� NOTE ATTACHMENT SCREWS FOR 5.500' x 13/16' WIDE .400' END STRIPS SHALL HEAD STYLE VARIES BE K10 TORR ` 8 A �^6 30 HAND-TIGHTENED EONLREWS, 38 THUMB SCREW �, i SCALE.FULL SIZE .250' 6 1/4-20x1 OR 5[16-18x1 �`w n {-'{• ��� �f x n a MACHINE SCREW STAINLESS n N„ _ I I !■ STEEL v 0i is OW VMMff MNK L 3311+00 PE 5/16"0137 ERNAL �• .. t.T 188' THREADYP. 37 T-SCREW INSERT o = ` 15-2338 cu I.O50' _ .689' POWDER COATED.ZINC DIE-CAST ri SCALE:FULL SIZE IKwlJei T PAO DELTA MODEL 2022 SECTION A 36 T-LOCK ADAPTER °' o 40 40b 40c � � INDUSTRIAL SYSTEMS .254' (OPTIONAL) I 7.000' j " m. END STRIP 1" 93 35 BOX LOCK SCALE:HALF SIZE O 2X7 ANGLE 2" & 3" EXT SCALE HALF SIZE 39 SCALE HALF SIZE T 'hF 125' SCALE HALF SIZE a $$p a `t 1111)1 1 1 1 11/ FRANK LIIEN NARDO,P.E. FASTENER(d1 18"O.C. DIST. EXISTING GLASS (USE ANY ANCHOR SHOWN EXISTING GLASS EDGE ` �,.• IN ANCHOR SCHEDULE) DIST. 1C r N E004654 EMBE SILL (INTERIOR) 8 ff ALT.DIR CTION IR• -tp EMBED, 17 $ dao OF ANGL LEG II U y ;a Na _ al (INTERIOR) t7 ATE OF 40 M 0 062"THICK 6063-T6AAR, ��...... f u Lu g UM.ANGLE 1"x 1"MIN. EDGE 0 2'x 5"MAX (ANGLE LEG 3 4 21a 29e DIST, AY BE REVERSED) 11j1jjl, ZW �wUG 8 29 ASTENER @ 18"0 C (USE ANY 13 75 In �sQ W 1 ANCHOR SHOWN IN ANCHOR 21 8 13 3 2qa 29 u��( saaL I. Yw F 13 13 13 13 SCHEDULE,1"MIN EDGE DISTANCE) TO & Z 5+'p HIOF 6.80"(TVP) j 29 a12 x 1/2"GALVANIZED BOTTOM 1/4-20 THUMBSCREW (EXTERIOR) WW SSU W" _ OR 5.5.SMS.3/16"0 ALUM INTO CENTERMATES 1/3 0 (EXTERIOR) 1/4-20x1 THUMBSCREW INTO POP RIVET,OR 1/4-20 TO 2/3 SHUTTER SPAN ECEIVING HOLE �KzW THREADED HOLELOCATED(� MACHINE BOLT&NUT SHALL BE 3/8" w 1/3 SPAN TO 2/3 SPAN FROM (A 18"0 C MAX WIDTH UP ow r. TO 1"HEIGH TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES Y b O SCALE 3" 1'-0'• %8'-3" USE TWO THUMBSCREWS MULTIPLE SHUTTER ASSEMBLY ON BLADES >8'-3 ONE CB 1/3 SPAN LOCKING DETAILS FOR SCALE:3*'-1'-0" AND ONE AT 2/3 SPAN FROM BOTTOM CENTER MATES 1� OF BLADE,TYPICAL.FOR LOCKING F USE(1)BRASS PUSH LOCK ^ SHOWN ON RANDOM 2 OR(1)S/16-18 THUMB SHUTTERS,A BRASS PUSH LOCK DETAILS SCREW I O THREADED MAY BE SUBSTITUTED WHEN USE WITH INSERT (371 AT 1/3 SPAN N Y TO 2/3 AN FROM CENTERMATE a29 AS SHOWN,RECEIVING SEE ENO STRIP SCHEDULE w_�5 BOTTOM OF SHUTTER HOLE FOR THUMB SCREW MAY BE 7/16" ry FOR MAX SPAN WHEN 4 RECEIVING HOLE SHALL BE (RIX U 13 < ¢L' 3/8"MAX WIDTH.UP TO _ �s USING 40a,40E OR 40E 1-d 9$ V HEIGHT 30 —._—. $.� d ?gl n END STRIP SCHEDULE S e y ~' �l py aIA _� la 71 P PAN 40 USE APPROPRIATETER _S b - - - 1• ® Do* > STAR STRIP TO 5To 2 184• �, PROVIDE CLOSURE FOR _ F 8T p BUILDING CONDITIONS. 13 23 2•BID(3.7') 7• 1 E B5 QQ N STARTER I (INSIDE) ® STRIPE TO TRACK W/- 2/#10xl"SCREWS i P ® 7• ALTERNATE END STRIP DETAIL (HAND-TIGHTEN ONLY) 0 1.650" 45 3 SCALE.3'=1'-O" ANY TRACK L ■0.099' S62 r 7 93' W/SCREW BOSSES. `11 ANGLE60 1. x W i14 � 54 p SILL 7 7 W _ N p I 2•x3• 4 139- 5Q Ln 140 x0.125• 52 12• EXISTING GLASS ANGLE 120' ae� USE(1)BRASS PUSH 30 111: �_,„ USE(1)BRASS PUSH LOCK INSIDE Inn; LOCK OR(1)5/16-18 t3 �s< SC E 5/16-78 THUMB (INSIDE) pill JI{ THUMB SCREW INTO 30 SCREW 1 O THREADED ,�'� 2'125 45 145• $'<' INSERT 3 AT 1/3 SPAN SILL >i!!>!l� I THREADED INSERT Y � ffa AT 1/3 SPAN TO 2/ xNGLE 52 13,5 TO TO AN FROM SPAN FROM BOTTOM OF (OUTSIDE) ANGLE 57 ;29: tl' 4 BOTTOM Of SHUTTER ��� SHUTTER RECEIVING � Hi HOLE SHALL BE 3/8'• 121• T MAX WIDTH,UP TO 1" 3 11 y HEIGHT. 7 FOR GREATER SPANS O0.LOADS O TYPICAL OUTSIDE CORNER CLOSURE --- - - - STREPS STRIP a CC� 1'x1E.090'WP ANGLE MILD SPANA 13 5 30 IMN ��� DETAILS WO/CORNER POST Io cvlwoR was LN)IWOO PE NTS 13 USING ANY ANCHOR ON THE 13 3 ANCHOR R114-2SCHEDULE BOLT T x7/4'TEK ,s OUTSIDE 15-2338 SILL SCREW OR I/1-ZO JOLT TO END 31 2 (OUTSIDE) ? Stam. USE(1)BOX LOCK AT 1/3 PAM Depcg&.TNN SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE 1-13 CC2 DETAILS WO/CORNER POST gPi MULTIPLE SHUTTER ASSEMBLY NTS �y("Ry,� SCALE 3"=V-O" ALUM. TUBE FRANK L.BENNARDO,P.E. 2 FASTENERS 6063-T6 ALLOY - C2 CONNECTION TYPE A7tlll III)) PE00{66A9 EACH ANGLE SEE TABLE A FOR SIZE. �\ �� �, REFERENCE ANCHOR EXISTING ` 1� \ SCHEDULE FOR MAX STRUCTURE �.•' •7C T7� 1"x 2"x 1/8'• � \ SPACING a C 7 OR 2"x 2"x 1/8" C7 CONNECTION TYPE 1/C-20 hDA'e2 0 i , ALUM ANGLE 1 ° 1 REFERENCE ANCHOR W/NUT(ID 2";O C=��t0046S THREE 3/16"0 13 SCHEDULE FOR MAX MIC SMS:(�6:'0 C ALUM ° I SPACING 1/ (TYP.TOP-0 BOTTOM) POP RIVETS ° 1. 17 I I ALTERNATE THRU BOLT 1/ %pO,�'•• STATE OF Wi OR RIVET ALUM POP I/1''_, C7 CONNECTION TYPE N ^__^� i/ '•.!c<ORID>`.• gij U. TYPTHREE 012 SMS, r `}t2JjU4�(J Y 77 RIVET OR M12 SMS REFERENCE ANCHOR o OR , N, TABLEA(a (A 18"O C (TYP) I i 1� I SP ACINGSC FOR MAX F� OR NAL Sp �IW =S g PRESSURE VS ALLOWABLE LENGTH O /1 1 1 1 1 t l Zn w<0 w F MAY USE MALE OR 10 W i m 9-C Lu u t P 2'Y2'SII/8' 3NO 1/8' FEMALE LOCK-SLAT) I do Fqt H»11 13 o Z^ 4y 0. 62 No138/0O0 188.8/0 13 1.== � � GLASS FOR MIN I QW WW �Ny� n 1z4 179• CC3 TYPICAL CORNER CLOSURE DETAILS ` _ o\\ OR DOOR ro ass x m a .d 02 119• I7Y NTS7TH q��\ X, �W w 92 134 165' ALLOWABLE SPANK ^_ C1 102 110• 167 S TACHEWLE FOR MA�I _ �R 6 OR p BLE B(� ALTERNATE THRU BOLT BUI DOLIT MOUNT 120 304• 14T t3 I- 0 R ISO C5 CONNECTION TYPE (DETAIL F) LO N .. 9T 131' PRESSURE VS ALLOWABLE LENGTH REFERENCE ANCHOR MAX MAX 0 o N 88' 114 2.2. 3'13'x WITH SCHEDULE FOR MAX. SHVITIR DESIGN PSF 4�O SPAM PRESSURE C1 CONNECTION TYP 1•• 1/4"MAX FROM PIN m jREFERENCE ANCHOR GUIDE TO BUSHING LL 'a3 62 113' 16P 1E IN. x/-30.1 PST SCHEDULE FOR MAX. F— - WASHER(TYP 1 72 10T 1S7' 131 M. V-31.1 PSF SPACING it 1'• 1 w 8 Q 101" 14T 1181N. /•319 PSF SIS �/d3,7 PSF �I __jl� t14z3/4"SMS(09"OC 92 94 139' d. --' ANGLE TO TUBE CONNECTION V' Op 102 g7 132' 1121N. N-33.6 PSF EXISTING / p "' ]LOIN. /-343 PSF 2"x 2"x.125" 120 6T 122' W. CONCRETE, EMBED. 6063-T6 ALUM.TUBE z o 107 %35.2P¢ im 74• 109• ]O.S IN -/-35.9 PSF BLOCK OR 5 CONNECTION TYPE 2 ,€zj 200 IES RI. V-365 WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX E 1-1/2'MIN FOR CONCRETE IDI IN. H•373 PSF SPACING c p FOR BLOCK OR WOODA AND 3/C"MIN 99 IN. %30,0 PSF E ;S !WIN. •/-39.6 PSF � 9:IN. d+os PSF Cb ALTERNATE BUILD OUT MOUNT SECTION a ASTENER @ TB"0 C SCALE 3'=1'-0" R IUSE ANY ANCHOR SHOWN BIN. +/-42.3 AF IN ANCHOR SCHEDULE) 86 ME •/1.39 PSF O w 811N. 446.5 ., 811N. N165 PSF Lr'�RITI -0- x/483 PSF ACCORDION SHUTTER w __ {I 761N. /J95 PSF PER PRODUCT APPROVAL a m 43 71 Mi. ;t.W.9 PSF r r 3/16 RIVET OR 012 2"x 2"x J� 72 IN. x%52.3 PSF r SMS(8 18"O C. OR 090"6063-76 1 701N• x/•53.8 PSF APPLICABLE AT ALUM TUBE TYP 68 68Ii. +/-9.4� ANDOR 80TTOM XF a �E t/L-20 NUT L BOLT 17 "< (TYP.). 3/16"0 ALUM POP IN ALUM, TUBE RIVET OR 012 SMS M^' 661N. N-57A PSF W 2'OR 3• iZ 6`� 6063-T6 ALLOY (W 18"O C.ITYP) f011 SEE TABLE 9 2 FASTENERS 2"x S"x t/8" g24 r jj'� FOR SIZE. x CON71Nu0u5 �„ 5 A 13 N o 0 1/2'MIN. EACH ANGLE ALUMINUM ANGLE N O 4 1"x 2"x 093" OPTIONAL ANGLE INSIDE SAEFOR HYIIZ 1: Z,=,w 2•x3':)(j'x 2.175' THREE 3/16"ILD ALUM E TABLE Z M Outer CONTINUOUS OR 2'x 6063-T6 ALUM 77 ORIENTATION TYP. 17 GLASS I 1' f POP RIVETS OR X 0z0 2"XY.*XCONTINl10U5 �6py ANGLE.TYP OR DOOR A a M`a 6061-1 ALUMINUM _ THREE 012 SMS,TVP TO GLASSr 0 �E3 t7 1"x 2"x t/8.. f-0, w ANGLE 2" 0.9•MIN.THICK 6061-T6j 0 o OR 2'•x 2"x 1/8" ALUM TRACK FASTENED � �� 9 13 ALUM.ANGLE ANGLE FASTENED TO Llf = 1 1 EXISTING 3 KSI TO ANGLE WITH 1/4-20 P USE MALE OR FEMALE CONCRETE HOST MACHINE SCREWS AT 3' tIT1�RFN/RLB341V✓DO Pe LOCK-SLAT) 5 6 C4 CONNECTION TYPE FROM ENDS AND 9'O.C. 13 13 W REFERENCE ANCHOR STRUCTURE WITH FOR THE BALANCE 15-2338 SCHEDULE FOR MAX )."0 ELCO ULTRAC:ONS 2-1/2'MIN. tr SPACING AT 3'FROM ENDS AND EXISTING CONCRETE BtaLL - '0 012 x71/2"GALVANIZED (OUTSIDE) DGE DI 4"O.C.FOR BALANCE HOST STRUCTURE(30DO PAWeMPJOD/73oM: ORS "0 ALUM. WITH 13.MIN PSI MIN) TYPICAL CORNER CLOSURE DETAILS POPRI , C-20 SIDE CLOSURE OPTIONS EXISTING CONCRETE, EMBEDMENT AND 2Y1' SEE TABLE C FOR MAX SPAN AND PRESSURES NTS MACHINE BOLT A,NUT SCALE.3"x V-0" MIN EDGE DISTANCE, CN 10"O C BLOCK OR WOOD FRAMING STAGGERED WITH 3' EE INSIDE SILL MOUNT SECTION MIN.SPACING,TYP.O BUILDOUTSCALENTSMOUNT SCALE 3"=1'-0" CO C5 CONNECTION TYPE FRANK L.9ENNARDQ,V.E. REFERENCE ANCHOR EXISTING `1111II II /p�o.es49 Z FOR ASTM SCHEDULE FOR MAX. STRUCTURE ��� FOR ASTM c a a F<CiNTAI 0: SPACING ��� �.• '•N. GLASS TIAL O:w> S"MAX 7/4-20 MA 4�1j�•�BOL JE S O GLASS E TABLE 4 Cl CONNECTION TYPE COR DOORW OR DOOR W w m REFERENCE ANCHOR W/NUT[m 14- X OR 4 r _ 4 FOR WAIZ 1SCHEDULE FOR MAX ® M14 SMS f� CNO PEO 6549 HZ 'ASEE TABLE 2 r N OOz 4.2 =w 4 FOR MIN. j OSPACING /2•• (TYP TOP_BOOTT. 13 y1 w a O SEPARATIONN XN ' TO GLASS V'w_1/4"-20 THRU BOLT W/ S a 3 tt W1112%1/2"SMS C@ 12"OC X Z Z m W ��LOCK NUT Cal 12"0 C.OR £r m OR 3/16'0 ALUM POP a a r 0 m R OR p- / �� COR M12%t/2"SMSC012"OC ESmra RIVETS(06"0C OR 1/4"0 £ N J (� ' IDROR 3/16"0 ALUM POPZr ORALUM POP RIVETS C(9 12"0 C RIVETS(d 6"0E SR 1/4" ALUMPOP RIVETS / 11 AND@ m r'grill I I _ w U12"O.C.E.S. 1/4"MAX.FROM PIN FOR ASTM r J m F>ASSEMBLY X11 f1/ MAX.FROM PIN 1/2' 1/2"TYP GUIDE TO BUSHING FACHTIESO¢ UAl ySaW O$ Q AND©0GUIDE TO BUSHING FA I r O mzASSEMBLYWASHER(TYP) o WASHER ITYP) SEE TABLE 4 zw Z ` U p a1/2" 1/2"TYP EXISTING CONCRETE, _ — 4 CONNECTION TYPE GL DOOR A FOR HM12 O uI J WW � 9 i SEE TABLE 2 o BLOCK OR WOOD FRAMING X z Q z m E u EDGE REFERENCE ANCHOR FOR MIN. a a a ; =W m / SCHEDULE FOR MAX SEPARATION £ °a r W i 3 CONNECTION TYPE D157. REFERENCE ANCHOR SPACING AS SHOWN TO GLASS N o w w / EDGE SCHEDULE FOR MAX 4 CONNECTION TYPE IN DIAGRAM ON PG.10) a .mi 0 DIST REFERENCE ANCHOR / SPACING AS SHOWN SCHEDULE FOR MAX r 3 CONNEC710N TYPE IN DIAGRAM ON PG 10) SPACING ALT FASTENER O u 6 R w REFERENCE ANCHOR EXISTING CONCRETE, LOCATION.FRONT AND O ^. SCHEDULE FOR MAX BLOCK OR WOOD FRAMINGBACK ANCHORS NOT REQ'0 0 1/4"MAX.FROM PIN - ------- {�i^7 2 / SPACING ALT FASTENER WITH THIS LOCATION 2" LOCATION FRONT AND REFERENCE CONNECTION TYPE GUIDE R BUSHING r1 iH \ 1/4"MAX FROM B LSCHEDULEFOR MAX 1 WASHER ITYP.IW a BACK ANCHORS NOT REQ'D O INSIDE MOUNT SECTION ® m WITH THIS LOCATION I PIN GUIDE TO SCALE 3"=1'-0" $PACING 5 CONNECTION TYPE BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR !� SCHEDULE FOR MAX 1� I (TYP.) SCALE 3"=1'-0" trisp1 EXISTING CONCRETE. SPACING / NOTE.FOR DETAILS A.B.O,AND E ON THIS SHEET, BLOCK OR WOOD FRAMING EMBED. THE BASE TRACK MAY BE INSTALLED IN SECTIONS _ WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS O BUILD OUT MOUNT SECTION a0` A MINIMUM OF TWO SETS OF ANCHORS AND IS A CO g TYP BOTTOM MINIMUM OF 12"LONG THE SILL OR CEILING TRACK EXISTING CONCRETE, SCALE 3 1'-0" Y USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING E g OVER THE GAPS BETWEEN SECTIONS t ffi XISTING �s EXISTING CONCRETE. STRUCTURE BLOCK OR WOOD FRAMING M56 4 CONNECTION TYPE C2 CONNECTION TYPE W/EXTRUSION 2 3 EMBED 1 CONNECTION TYPE cEFERENCE ANCHOR EMBED. 5 CONNECTION TYPE W/EXTRUSION �1 R REFERENCE ANCHOR CHEDULE FOR MAX REFERENCE ANCHOR p SCHEDULE FOR MAX. mPACING SCHEDULE FOR MAX ffl SPACING AS SHOWN W SPACING LCT�Q IN DIAGRAM ON PG.10) 1416 /I,RO 3 4 A1 112 w N GLASS w m O OR DOOR 4 r O p a Q N 1/2" w M12%1/2"SMS C�12" SEE�ABLEN2 13 7 0 x FOR W w w m r"' OC OR 3/16"O ALUM FOR MIN. = Zuw W W r J m SEPARATION N 00, r N t 0 FOR T �N=oa: POP RIVETS(d)6"OC X Ozm GLASS OR FOR HVHZ 13 =iN=� era Nwo OR1/4"O ALUM.POP a oaF DOOR ylr�Nw �aad GLASS E 13 =iZ�� RIVETS 12" £ WN FOR YIN, zo m OR DOOR--� HW12 SEE ABLE i LO o in SEPARATION G j ¢a XWOZm TO GLASS 1/4-20 S MACHINE N =J 0 a H' O AND O8 1/4"MAX.FROM PIN a SCREW 8,NUT GLASS N 1/2" GUIDE TO BUSHING N } 12"0 C �O a ASSEMBLY 1/i" TYP. WASHER(TYP) r 1. 1/4"MAX FROM PIN m W LA 1/4"MAX.FROM PIN X W 4 CONNECTION TYPE 1/2" GUIDE TO BUSHING E S 6<a GUIDE TO BUSHING &RO2 WASHER(TYP 1 NONNI £ WASHER(TYP) EDGE REFERENCE ANCHOR , f R EXISTING CONCRETE, DIST SCHEDULE FOR MAX C2 CONNECTION TYPE W/EXTRUSION #2 COHpRiWMlL®4YI VE r f BLOCK OR WOOD EXISTING CONCRE SPACING AS SHOWN 5 CONNECTION TYPE W/EXTRUSION Nl FRAMING BLOCK OR WOOD FRAMING L-C4 CONNECTION TYPE IN DIAGRAM ON PG 10) REFERENCE ANCHOR 15-2338 © OR REFERENCE ANCHOR SCHEDULE FOR MAX. _ 3"z3"x 1/4"CONT 4 CONNECTION TYPE #12%1/2"SMS Cm 12" SCHEDULE FOR MAX SPACING SICAL�t 6063-T6 ALUM AN. REFERENCE ANCHOR O C OR 3/16"0 ALUM SPACING.ALT FASTENER EXISTING CONCRETE. PAW O9CK17r W (MAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS(al 6"O.C. LOCATION FRONT AND BLOCK OR WOOD FRAMING AS SHOWN DASHEDI SPACING OR 1/4"0 ALUM P BACK ANCHORS NOT REQ'D RIVETS Cal 12"O C WITH THIS LOCATION 13 Op WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTIONO WALL/BUILD OUT " SCALE.3 =1'-0" SCALE 3"=1'-0" $$ SECTION SCALE 3'=1'-0" FOR ASTM ESSENTIAL `\\\\\1 111 Itx4b54 NNARDO,V.E. (6GLL1TIES SEE TABLE 4 d LL EXISTING FOR HWZ SEE TABLE Z 1/4-20 GLASS OR NLN.SEPARATION TO Zw+ STRUCTURE ALT LEG DIRECTION �'- 13- MACHINE `C"• OR GLASS pp H 1216063-T6 ALUMINUM BOLT W/NUT DOOR ¢w r ANGLES PER BEAM END, @ 12"0 OR =* 1 NO PE00465 g O u I SIZE PER SPAN TUBE N74 z 3/4" _ tw- m p 1/4"0 ALLia I SCHEDULE SMS 6"O C ¢ POINTS SOLID SPAN TUBE SCHEDULE _ r �.• _ r�1p1 Z w< o SET ANCHORSSPAN TUBE b WITH 7/8"MIN ALLOWABLE TUBE NUMBER OF µ��� •X II Vi ZEMBEDMENTIN PER DESIGN TUBE SMUTTEM SPAN THRU 80LTB ANCHORS PERw I'1 i L7 CONCRETE ORACCESS HOLE SCHEDULE ANGLE i RIDII In w m BLOCK3"MIN SQE SPAN _ =__SPACG AND TOP BOTTOM TOP BOETOM TOP BOTTOM 971ui3"MIN EDGE TUBE TUBE TUBE TUBE TUBE T191E TUBE// T X; DISTANCE. Z 80' 1232' 136? 2 2 2 3 r r Z� 5 6 95 101.r 100.9' 2 2 3 3 r r �4 111 �3'MIN 416 0 0.125 128' 892` 94.4' 2 2 3 3 r ZvL OLmZED D15T u m 8D' 129.1' 187.0• 2 2 2 3 r r ^ 0u ��ASTM ESSENTIAL FACILITIES u N 21 'x 98' 1142' 12L1' 2 2 3 3 r r W W ON1/4'.MAXFROM PIN GUIDE TABLE 1 d FOR HVHZ SEE 13 ¢Z 0.125 129' 102.0 100.8' 2 2 1 1 17 10' 0,01 u TAB FOR MIN.SEPARATION w¢w ; i TO BUSHING WASHER ITYP.) GLASS �zw TO GLASS 0. 8D' 198.0" 190.V' 2 2 3 9 r r N C TWO 1/4"O WOOD OR DOOR i1A 0125 98' 122.r 180.T 2 2 3 4 r IV oW W LAG SCREWS @ 24" 1/4"0 THRU BOLTS w r 123' 118.4' 1372' 2 8 4 8 15 13' D SEE BEAM OC MAX WITH 2" 17~ 60' 158.1' 210.5 2 2 3 4 T 15 THREADED PENETRATION D.MIN SCHEDULE FOR W H 0.187w - ED.DIST. 95 10_5 270.8' 2 9 4 "T"INTO CENTER OF STUDS EOUIREO N BER 11= 0.1675 123' 132.2• 203,1' 3 4 5 7 13' 19' 5 6 N EMB."T' 14 SMS @ MIDSPAN BETWEEN - 416 1/4"MAX.FROM PIN GUIDE SPAN TUBE SCHEDULE NOTES: r^ d STUDS FOR TRACK TO 1"x 4" TO BUSHING WASHER ITYP) % z x x 4'ANGLES FOR 2'x5.&2'x6'BEAMS. vi PLYWOOD& TUBE CONNECTION 114"0 ALL 2. USE 2'xS'11/4'ANGLES FOR 2'X8'B 2'x10'BEAMS. STUCCO FINISH POINTS SOLID in 3. USE BEAM SCHEDULE FOR DETAIL]. N g' 1"x 4" 125" SET ANCHORSSPAN TUBE PER DESIGN 4. TOP StBOTTOM BEAMS MAY BE USED TOGETHER OR IN w r g 6063-T6 ALUM.TUBE WITH 7/8"MIN - - I^ SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED EMBEDMENT IN TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. ¢$ THIS DETAIL TO BE USED WHEN STUD SPACING CONCRETE OR 1/4-20 MACHINE BOLT 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH a 9 m EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING BLOCK.3"MIN SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN SPACING AND 31 I� (2)6063-T6 ALUMINUM W/NUT @ 12"0 C MIN EDGE I ANGLES PER BEAM END. OR R14 x 3/4"SMS @ TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, os O WALL MOUNT SECTION THIS DETAIL MAY DISTANCE SIZE PER SPAN TUBE 6"0 C ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN ALSO T USED SCHEDULE AS THE SUM OF THE SPANS ABOVE AND BELOW THE BEAM. SCALE:3"=V-0" AT TOP EXISTING ACCESS HOLE 6. LAP BEAMS ARE NOT ALLOWED. F STRUCTURE ALT LEG DIRECTION 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. EMBED E MAX DESIGN LOAD=z 72 PSF E g S E O BEAM SPAN SECTION R w SCALE:3"=1'-0" ¢ —GLASS r o FOR ASTM ESSENTIAL OR DOOR FACILITIES SEE TABLE 4 d 13 Z) N FOR HNiZ SEE TABLE 2 N EXISTING WOOD _ FOR MIN.SEPARATION TOZ TRUSS OR RAFTER 1/2 . 3" 1/2" @ 24"MAX OC GLASS X " o ¢ ¢ . . EXISTING FINISH ' MATERIAL / s$ IIII yfiyfi 5 6 1/4"MAX FROM PIN GUIDE I I o 'I ` b f 8 i r 14 16 TO BUSHING WASHER(TYP.I 1"x 4"x 1/8"6063-T6 rI'l ?�66 ALUM.TUBE W/THREE TILE ITYP) 1/4"0.WOOD LAG I I II W =ATE FINISH MATERIAL SCREWS WITH 2-3/4" 3/4"PLYWOOD MINIMUM THREADED PENETR."T"IN WOOD @ / 6325 GRADE THRU BOLT @ 0 C ! OR S A - OR 5/16"0 A325 GRADE THRU BOLTT @ 12"O.0 EACH RAFTER OF TRUSS 24"0 C MAX WHERE 5 6 i gig.GAL V.OR S.S. TUBE EXTENDS BEYONDa ��3 N 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THA NINE '� 5"0 C W/1-1/4"MIN EMB 6", EXTEND TUBE TO 2"x 5"x 1/8"6063-T6 " OR 1/4"0 LAG SCREW @ 9"0 C W/1-7/8" NEXT TRUSS \ W w w m ALUM ANGLE W/THREE r w» 1/4"0 WOOD LAG x MIN EMB IN WOOD SG=O 42 TO 0.55. �'A=°o SCREWS WITH 2-3/4" 007ngrtFlGV[L4B4ND0 ra 1/4-20 S 5 MACHINE SCREW[� 13 == I MINIMUM THREADED 1 12"O C IN BET WEEN TRUSSES F Z u w EXISTING CONCRETE, WITH 1/2"0 ACCESS HOLE ON 0 LT_N PENETR."T"IN WOOD @ 15-2338 HOLLOW BLOCK S 2"x 5"z 1/8"CONT BACKSIDE OF TUBE OR#14 SMS X w Z m EACH RAFTER OF TRUSS. - - WOOD FRAMING SEE ¢ ANCHOR$CHID BASED ALUM ANGLE(6063-T61 \♦ @ 6"O.C.MAX.IN BETWEEN ¢ a F 24"0 C MAX WHERE EE ON TYPE OF STRUCTURE �8 f In ANGLE EXTENDS BEYOND 8 ¢ LAST TRUSS MORE 6" EXTEND ANGLE TO N (MAX DESIGN LOAD:72 P S F 1 OPASS THRU DETAIL (MAX DESIGN LOAD x 72 P.S F 1 O TRUSS MOUNT SECTION NEXT TRUSS (0—) '013 SCALE 3"=1'-0" SCALE 3"=1'-0" � F L i", P.E. GLASS OR DOOR FOR ASTM ESSENTIAL FACILITIES SEE TABLE >♦: No E00465 GLASS OR z GLASS OR 9 FOR Hri1 SEE I I DOOR 4 7- DOOR m T 2 FOR 4"1 [AfORA 5�L W 0- FOR 0: SEPARATION TO MUSS TA��� wo ~� � wp w < I 1 0' op t FOR F N m I d[FOR w F w F VI=r m I (•�.�f�A� OT T _ AB z 974"YIN. iw<� MIN yjZm 2ZW0: '�j VV 001 U SEPARATION TO Jl N p SEPARATION TO N< r p I 0 �OlaMUSS X MUSS = T3 ioN " IN. a=a J rp Xw� ITT �pI I� w o_O <�p z G W Lau .. 13 tr7 r Q 13 w¢= C7 CONNECTION TYPE >_ < RADIUS HEADER MOUNTED �>a Z j r O'-' REFERENCE ANCHOR Q N PARTIAL ELEVATION Lia SN w d T SCHEDULE FOR SCALE: 3'= 1'-0' Z 20 28 C Q SPACING TUCTURE 250" W W" z zso' 0..TAPCON(�24" C6 CONNECTIONTYPE w r 01W0 C WITH 1-1/4' MIN REFERENCE ANCHOR pEMBED SCHEDULE FOR MAX/ SPACING O EXISTING CONCRETE OR / STING \ BLOCK ONLY WOOD I \FRAMING L WOOD ANCHORS / OT ACCEPTABLE EXISTING HOST STRUCTURE o ~ J / EX "I '^ \ O WALL MOUNT SILL DETAILMAISTING FINISH TERIAL s 1/4"MAX FROM PIN n g SCALE:3"=1'-0" w GUIDE TO BUSHING -' 'a3 DIST \\ O DECORATIVE FLOOR TRACK DETAIL sQoR�CUT IN 4"INTERVALS WASHER(TYP) W Y t O RECESS SILL DETAIL \ SCALE 3-=V-0'• O F RM (VPE(SEE \T1�� DETAIL 1 FOR ADDITIONAL 3: SCALE 3"=1'-0" ^,-1/ \ INf0) TY TOP 6 BOTTOM _ i i ? Q ® I \ FASTENER R EACH UL CUT °' � O n SEE ANCHOR SCHEDULE BASED '" 1/4'MAX FROM ON C4 CONNECTION TYPE TO rc '- z-ca , VERIFY ANCHOR SPACING a c PIN GUIDE TO 2 y IS ACCEPTABLE 13 S" - v o 6(o g 'O BUSHING WASHER � � v r v v v p �o f $ (TYP.I I "' z 00000b z� E � ab c c p ; vrvrrr om� ag W1/4"MAX.FROM PIN GUIDE_ y TYP. BOTTOM 1/2" TO BUSHING WASHER(TYP) p 1/4-20 MACHINE BOLT ^ STRUCTURE W/NUT CO 2"0 C ll� CUT AT INTERVALS T EXISTING FINISH ORM CURVE(SEE DETAIL P Q) MATERIAL 1 CONNECTION TYPE REFERENCE ANCHOR 'f' q:q SCHEDULE FOR MAX ,'§y + SPACING(FASTENER a 999 ,i if 1"x1"x1I &1"x ANGLE @ EACH 4"PIECE e 6063-T6 ALUM ANGLE CUT R 6063-76 8 M 2"x1/8" @ Aa p MATCH AND PROVIDE SUPPORT 6063-T6 ALUM ANGLE CUT TO Op CURVED TRACK SECTION DETAIL 8 a a g YQS OF CUT SHUTTER EXTRUSIONS MATCH AND PROVIDE SUPPORT SCALE:3"=1'-0" ON AND BACK.WHERE OF CUT SHUTTER EXTRUSIONS FRONT OF EXTRUSION IS FRONT AND BACK WHERES 4 m CONTINUOUS,REINFORCEMENT FRONT OF EXTRUSION IS PZ E IS NOT REQUIRED CONTINUOUS REINFORCEMENT pp IS NOT REOUIRE O. P1 e SUB— APPROVED G OO APPROVED MOUNTING !! MB CONDITION,MIN OF TWO PER MB�,c'� APPROVED MOUNTING �% CQFION FNM(L K9 W RE PIECE " IECE CP NDITION,MIN OF TWO PER APPROVED FASTENER AlD APPROVED FASTENER AND - 15-2338 SPACING WITH A MINIMUM OF SPACING WITH Y A MINIMUM OF �yy.TWO PER CUT TWO PER CUT PIECE RAMouG�noM; TYP. SECTION FOR SHUTTERS TYP. ALTERNATE SECTION FOR SHUTTERS P1 SCALE:3'= 1'-0' P2 SCALE:3'- 1'-0' i 13 g �NNARDO,P.E., ' ANCHOR SCHEDULE: CONCRETE 2 x S ITYP 1 OUTSIDE ,� " / 2.5"HIM EDGE DISTANCE TOP FLANGE ANCHOR ISEE SPACING �- �� SECTION XI O ?K NS G Spans Up To 6'-0" Sans Up To 8'-8" 5 ns To 3'-0" LICE ANCHOR CONN TYPE CONN TYPE CO _ (� Cl Q q p CS O6 Cl Q tl U CS C6 Cl Q q p C6 PE Q '_ 1/4"TIW TAPCON OR ELOO 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.5'10.0"16.0"13.0"15.5"16.0" 6.5" 6.0" 9.5•' 9.0" O O O - X6$49 _ ULTRACON wTTH 1-3/4' 62 16.0"16.0"112.5"12.0"16.0"114.5"16.0"16.0" 8.0" 7.0-113.(r 10.0"11.0-110.0-1 S.0" /.0" 6.0" 7.0" --0' l x 5(TYP 3 OR 4 HEADER? LL - O N EMBED(3192psi MIN CONC) 72 16.0"16.0"10.0" 9.5 16.0"12.5"15.5"16.0" 6.5 6.0" 9.5 9.0" 9.0" B.0" 4.0" 5.0" 6.0" 1 x S INSIDE 110 14.5"14.5" 6.0" 5.51• 8.5" 8.S' 9.0" 7.5' 4.0" 4.S' 6.0" 7.5" 6.0" S.0" BOT FLAN E ANCHOR ISEE SPACING `�< ## f� SECTION XI �'I` STATE wM tlx 200 7.5" 6.0" 5.0 7.5 6.0" 5.0" 7.5" 6.0" 5.0- .�� I-In 1/4'MILLENIUM MILLFAST 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.0"10.5"16.7'14.0"14.5'14.5" 6.5" 6.0" 9.0" 9.5 SIDE CLOSEST TO OPENIN lrs'•.,ORIDA.,.••' MIN CONCRETE) 7;L (3275pM �7 16.0"16.0"IO.S' 9.5" 16.0"13.5'14.5"14.5' 6.5 6.0" 9.0" 9.5" B.5" 7.0" 4.0" 40 4.5 6.5 NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING '""',YNAL�ENG` �W Owi Ed 110 13.0"13.0' 6.0" s.s' e.o^ 9.0^ e.o^ 7.0^ 4.0" 4.s' 6.0^ s.5' SPACING DIAGRAM FOR Cl CONNECTION TYPE: ZrnQ 200 6.5 5.5 5.5 6.5 S.5" S.S' 6.5" 5.5" 5.S' U Q O<ID i 1/4'ELCO CRET61DI 554 - Cl CONNECTION TYPE USING PIECE 0 OR Q �p, ID 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"15.0"16.0"16.0"16.0"16.0"10.0" 8.5";12.5'14.0" Z ¢w CI w 0 W/2'EMBED(3350ps1 MOI 62 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"12.0"10.5"16.0"16.0"14.5"13.5" 7.0" 6.5" 8.0" 11.0" W W �-N.,w,- i CONCy 72 16.0"16.0.15.5'14.5 16.0"16.0"16.0 16.0 10.0" 8.5" 12.5'14.0"12.0"10.5" 6.0" 5.0" 6.5 9.5 7 /brl COMBINATIO ; 110 16.0"16.0" 9.0" 8.0" 11.5'13.0"12.0 10.0" 6.0" 5.0" 6.0" 9.0" 10.0" 8.0" S.0" 4.0" 5.0" B.0" d i W 200110.01118.01, S.O" 4.0 5.0" 8.0"110.0"18.0, 5.0•' 4.0" 5.0" 8.0"110.0"18.0" 5.0" 4.0" 5.0" 8.0" 2 x S T V P.1 11 / COMBINATION o w W 1/4'ITW TAPCON OR ELCO 'MDI EDGE DISTANCE 9 / COMBINATION 1D p N ClCi Q q U CS f:6 ClCI Q q U CS q C1 Q p U CS Cb O ULTRACON WITH 1-3/4' 48 16.0"16.0" 7.5 7.5' 16.0" 7.5" 16.0"16.0" 5.0 4.5 16.0" 5.5 15.0"15.5" 9.S' EMBED(3192ps1 MIN CONC) -62 16.0"16.0" 5.5" 5.5 16.0" 6.0" 16.0"16.0" 12.5' 4.0" 10.5' 9.5" 6.0" BED(3192ps1 MIN CONC) 72 16.0"16.0" 4.5 4.5" 16.0" 5.01' 15.0"15.5' 9.5' 9.0" 7.5" 4.5 110 11.0"14.0" 8.5 8.5" 7.5" 4. - 7.0" 6.0" 1 x S TYP.1 2 x S ITYP.) 200 7.0" 6.0" 7.0" 6.0 7.0" 6.0" ^I 1/4'MILLENIUM MILLFAST 48 16.0"16.0"13.0"13.0"16.0"13.5"16.0"16.0" 8.0 7.S' 16.0" 9.5" 11.5"11.5" 4.5" 4.0" 7.0" 6.5" NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING W � WITH 1-3/4'EMBED(3275W 62 16.0"16.0" 9.0" 8.5" 16.0"10.5"14.0"15.0" s.s•• s.D•• 9.5" 7.5" 8.0' 7.s^ 4.5•' s.o" SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: 4 MIN CONCRETE) 72 16.0"16.0" 7.5 7.0 16.0 9.5 11.5 II.S' 4.5 4.0 7.0" 6.5" 6.5 5.5 4.S' D L+ C3 CONNECTION TYPE USING PIECE ® WITH OUTSIDE F � 110 10.5"10.5" 4.5" /.0" 6.0" 6.0 6.5" S.S' 4.0" 5.5 4.5 ANCHORS ONLY Fi yla 9 200 5.5" 4.5" S.S' 4.5" 5.5" 4.5" - C4 CONNECTION TYPE USING PIECE ®OR ® WITH OUTSIDE ANCHORS ONLY p aa2ZZ M z ALL-POINTS SOLm-SET 1-1/14r"MIN EDGE DISTANCE ANC z m" �' OU ANCHOR W/7/8'EMBED 6 Cl Q p U CS C6 Cl Q p U CS q CI Q 1 q U I CS I f25 ANCHOR NOTES: - ¢¢ 1/4-20 SS MACHINE SCREW 48 16.0"16.0" 9.5" 9.5" 16.0"10.0"16.0"16.0" 6.0" 5.5" 16.0" 7.0 0"" 10.4'11. 3.5" 3.5" 6.5" 4.5" cY (3000ps1 MIN CONC) 62 16.0 16.0" 7.0 6.5" 16.0" 8.7' 13.5"14.5 4.5" 4.7' 9.0" 5.5" 7.5" 7.0 4.0" 3.5 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING 72 16.0"16.0" 5.5•' S.5" 16.0" 7.0"110.5"111.V 3.5 3.5 6.5" 4.5 6.0" 5.5 3.My, " 3.0" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE w is LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE(Pg 1). c p •�sEO 110 10.0"10.0" 3.5" 3.D" 6.0" 4.S' 6.0" 5.0" 3.0" 3.0" 5.0" 4.0" E ; 200 5.0" 4.0" 5.0" 4.0" 5.0" 4.0 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, 3 g ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1/4'ALL-POINTS SOLID-SET 8'MIM EDGE DISTANT EppUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER m R ANCHOR W/7/8'EMBED S. Cl C2 C3 U CS C6 Cl Q C3 C4 CS 06 Cl C2 C3 C4 C S U !MAN OR EQUAL TO SHUTTER SPAN. P 1/4-20 SS MACHINE SCREW 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0 16.0"14.0"13.0"16.0"16.0"16.0 16.0" 8.5 7.5 31.0"12.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. r O a (3000psi MIN CONC) 62 16.0"16.0"16.0 15.0"16.0"16.0"16.0"16.0"10.0" 9.0" 15.0"13.5 12.5'11.5" 6.0" S.5 7.0" 9.0" 3 72 16.0 16.0"13.0"12.0"16.0"16.0"16.0"16.0" 8.5 7.5-111.0-112.0-IO.S' 9.0" 5.0" 4.5 5.5 8.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE •'ss0 110 16.0 16.0" 8.0" 7.0 10.0"11.0"10.5 9.0" S.0" 4.5" S.S' 8.0" 8.5" 7.0" 1.0" 3.5 4.5 6.5 BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER i 200 8.5" 7.0" 4.0" 3.5 4.5 6.5 8.5 7.0" 4.0" 3.5" 1.5" 6.S' S.S" 7.0" 1.0" 3.5 4.5" 6.5 ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION$ 1/4'POWERS SS DROP-IN 2-5/ MIN EDGE DISTANCE CONNECTION TTPE,SEE CONNECTION DETAILS FOR IDENTIFICATION OF W/1/4-20 SS BOLT AND Cl Q tl U CS C6 Cl Q p U C5 G6 Cl Q q U C5 U «.,o 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE a .v Q �� LL I'EMBED(3000ps1 MIN 48 M16.0" 0"16.0"16.0"16.0 16.0 16.0 10.0 9.S 16.0"13.0"12.0"12.5 6.0" S.S•' 7.5" 9.0" ONLY.CONC) 62 0"11.0"16.0"14.5 15.0 16.0 7.5 6.5 10.0"I.0" . 6.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED72 " 9.0" 16.0"12.5"12.0"12.5" 6.0" 5.5•' 7.5" 9.0" 7.0" 6.0" 6.0•' IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT110 5' S.0" 6.5 8.5 7.0" 6.0" 6.0" 5.5" LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER200 5.0•' 5.5 5.0" 5.5 5.0" FINISHES. Yl/2'MIM EDGE DISTANCEFFse 1/4^-POWERS 55 DROP-IN 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS m w/1/4-20 55 BOLT gllD Cl Q C3 U C.5 U Cl Q p Ca CS C6 Cl Q tl Ce CS C6 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADE DATE WOOD FRAMING 1"EMBED(3000ps,MIN 40 16.0"16.0"16.0"16.0"16.0"16.0 16.0"16.0"11.0"10.0",16.0"'14.0"13.0"13.0" 6.5 5.5 B.0" 9.5 MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD I ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. s CONI) 62 16.0 16.7'13.0"12.0"16.0"15.5 L6.0"16.0" 8.0" 7.0"-10.5"11.0 9.0" 8.0" 5.0 5.0 7.5' �65 '� •� 72 16.7'16.7 10.5 9.S' 16.0"13.5"13.0"1131;;!6.5" 5.5 B.O" 9.5" 7.5" 6.5 6.5 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER a I 110 12.0"11.5 6.0" 5.5" 7.0" 9.0" 7.5 65" 6.5 6.0" S.0" S.S' SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4'(MIN.)WOOD SITUD.3/4' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL ge 200 6.0" 5.0" 5.5" 6.0" S.0•' 5.5" 6.0" 5.0" S.S' HAVE PHILLIPS PAN HEAD OR HEX HEAD. EDGE t12 SMS W/2"EYEWALL E77-2773 U CS C6 Cl 2'C2 C3 U DISTANCE C6 Cl Q tl U CS C6 9• MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN ca+rNt4P Bv+NLNMwwe ARMOR INSERT W/2"EMBED BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER (2000PSI MIN CONC) 16.0"16.0"13.0"13.0"16.0"13.5 16.0 16.0" 8.7' 7.5 16.0 9.5 14.5 15.0" 5.0" 4.5 9.0" 6.5 HEAD(SIDEWALK BOLT),U.O.N. 15-2338 62 16.0"16.0" 9.5" 9.0" 16.0"10.5"16.0 16.0" 6.0" S.5" 12.5' 7.S" 10.5' 9.S' 3.S' 3.5" 5.5" 5.0" 72 16.0"16.0"1 8.0" 7.5" 36.0" 9.5" 14.5'15.0" 5.0" 4.S' 9.0" 6.S" 8.5" 7.5 3.01' 4.5 4.5 ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. - 130 13.5 13.5 4.S' 4.0" 8.0" 6.0" 8.5" 7.0" 3.0" 1.5" 4.0" 7.0" S.5 3.5 3.5 • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, PAYe OSN�oNI 200 7.0" f73 3.5" 3.5" 7.0" 5.5" 3.5" 3.S" 7.0" 5.5 7.5" 3.5 NUT OR WASHER WINGNUT. t12 SMS W/2.75 EYEWALL 4B 16.0" 16.0"16.0"16.7'16.7'16.0"11.5 11.0"16.0 14.0"16.0"16.0" 7.0" 6.5" II.5" 9.S' 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. ARMOR INSERT W/2.5' 62 16.0" 13.0"16.0"15.5 16.7'16.0" S.S' 8.0" 16.0 11.0"13.5 12.0" 5.5" 4.5 7.5 7.5 13 LEMBED(2000psi MIN CONC) 72 16.0" 10.5"16.0"13.5'16.0 16.0 7.0" 6.5 11.5 9.5" 11.0 9.5" 4.5" 4.0" 8.0" 6.0" 11, WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT 8E USED TO n O -- g 110 16.0" 6.0" 10.5' 9.0" 11.0 9.S' 4.S' 4.0" S.5 6.0" 9.0" 7.5 3.5" 3.0" 1.5 5.0" DRILL INTO HOLLOW BLOCK NOR SMO(!LO IMPACT DRILLS BE USED TO INSTALL �ILIII $$ 200 9.0" 3.0" 4.5 5.0" 9.0" 7.5 3.5 3.0" 4.5 5.7' 9.0" 7.5 3.5" 3.7' 1.5 5.0" CONCRETE SCREWS TO HOLLOW BLACK Spans Up To 6'-0' Spans Up To 13'-C" ►'`'' =• CONN TYPE CONN TYPE WIU.46i CONN TYPE MEKR mM as moo©©om©oo©o movo©o moo©c�om©o©oomoo©oo PAA ��Va/,VaimmmmiaiVaiiaVai..�����®��mm�mmmmiiamm �! M %�. �mmr%a�ON,00/0W%/�m�N.0%/%V%a;V/%Imam�®����1��ao,���� 0 VON, %am :1/4'rTW tAPCON W] o®®�� i%ii aii���iaaii%i is mmmmKmm %i%iii%ii%ateVON/i%///CO i%i. //% %///%%//%i%///%%//%i%/////.'%//%i'///////, m%/////.''//////%WO/IV/Z//0/%%/W//NO///, %////%///%%//%i%//%i// V/Z////%%//%i'VOW/I%///'///////.%////!///%i%//%V/Z///, //%%//%/V/////:'%//%%////"'////%im:V//%i/////%%//%'////OV//////.'//////WOO/I////%%/////.%//////////,W/%i%/////. ' r.• %//%®®m%//%%//%i%////®®mmmmm%///%%//%®m®%//%%//%%/// - - Omm®mmmmV//////i/G%%///.%//%i%///%%//%%///%%///ma2maa mm%///%%//%G%///%%//%%///%%//%i%///%%/N, .mm�©00©0000m©©©000©©000©0©�©� 12/4'MU.LENRJM Kim mmmmmmmia VO/mmm /// mmmmm m%// %/mm m � ' v/001m �[mm� ®� m / � 0 ���ai i%/��aa�is iai is IV/////0/10/1 is/iia is/mmm��m�iia i%iiia®®aaiai %//%'//////%/O/,:0//V///%ON/YWO/%%/�%//V/%V%//�/%/V%/N%//%/�®®V%//0%///Y%O/mmV/%/V////V%//®®�%%W/OWO/I m©©mom©v©om000©m�moo©m [���� I i%%ViiiVii i%iiViii 0/ %iiViii ii%i i%ii ii%iii%iii%i i%ii i%/m�®®�Ema"m0a®mua9m Ku m is i%a %i%////, 9111101 V////// 9111111 r//////V%iii%iii%iii%i rom,mmmmmmmmmmmm i%ii%%V%/ jOON///'//////'//////%////%/////,%////%/////V////V////%/////.'%//%iImm%//%i%///% i%/%%///'//////%///%'//////%//// //%i%///%i%////%////%///%i%////'//////'////////N///'//////'//////'///////V////%/////•"'//////%///%%///%///WO/'///////.�/%i�//%///%i%///%%///'V////%/////, Om©mmm mom©©m00mmm©©mom %///iaa%////V////%////V/////,%/////,m m a I A m I @ am®®mFml®®%///%:'///////,,%//// %//%'////////VZ//.'%/////OW//:"'/////®®mm�® %// � M%/////.V///V/////,"%//%V/001;V///V///%%//%///////%///%///%%///V///%//////V//%mmV///%i///%/////,'V//%/V////,"%////10//%%/////%////%O//%//%i%///%//%i m%/////'//////V///%%////V////,"=W/Z%/////,'V////�/////.•%/////OWN=011%///%%////%////%///''W,O/V%///%//%/,%/////:%//%/,%///%%////VOO/I///%///%%///'///////,OWN'////%/. - 11 ERANK I.BENNARDO,P.E. s P®046549 _P.•' C10E 'y3 ' No PE *; 004654 ?O - 'O STATE OF n ANCHOR SCHEDULE: WOOD (G=0.55) '"�••. 41w. �ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) �O4 MIN EDGE DISTANCE2'MIN 104M D=TANC! N u� Scans UO To 6'-0" Sans Up To 8'-8" 5 n r Spans UD To 6'-0" Spans Up To 8'-8" Spans UD To 13'-0" LOAD CONN TYPE CONN TVVEN 11 L I 7 W O W u o F 'S 1� CONN TYPE CONN TYPE CONN TYPE ANCA (DSII ! V> ANCHOR (pad Cl C2 C3 C4 C5 Cl C2 C3 CA CS C1 C2 C3 C4 C5 �p `Y1 ggg O x CI C2 C3 c4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS 1/4"LAG SCREW WITH 1-3/4 48 16.0"16.0 11.5 11.5 16.0"16.0'16.0" 7.5-17.0- 16.0"16.0"16.0' 4.5" 4.S" 15.0" U 1/4"POWERS TAPPER+W/ 48 15.5"IS.S" 6.5" 6.5" 15.5"10.5"10.5" 4.0-14.0-110.5- 6.0-16.0- MIN THREAD PENETRATION 62 16.0"16.0' 8.5" 8.5" 16.0"16.d'16.0" S.5' 3.5' 16.0"16.0'1S.S" 3.5' 3.4 9.5" Z 1-1/4"EMBED 62 22.0"112.0"14.5" 4.5" 12.0" 7.S' 8.0" S.0" 4.5" 4.0" 72 16.0'16.0" 7.0" 7.0" 16.0"16.("16.0" 4.S' 4.S' IS.O"11.0"12.5" 3.0" 3.0" 7.5" W "9^ z 72 10.5"IO.S' 4.0" 9.0" 6.0" 6.0" - 110 16.0'16.0" 1.5" 1.0 13.5"11.0"12.0" ].0" 2.5" 7.5" ll.s' 9.S" 2.5" 2.0" 6.0" ;�' O 110 5.5" S.S' U)W A W 200 N 200 11.5' 9.5" 2.S' 2.0" 6.0" 11.5" 9.S' 2.5" 2.0" 6.0" 11.5' 9.5" 2.5" 2.0" 6.0" W n 7/36"WOOD BUSHING WITH 48 16.0"16.0 9.5" 9.5" 16.0'13.0"13.0" 5.5" 5.0" 13.0 7.S' 7.S" 3.5' 3.0" 4.S" w i 12 SMS W/2"EYEWALL 48 16.0"16.0" 8.5" 8.5" 16.0"13.0'13.0" S.0" S.0".12.5 7.5" 7.5" 3.0" 3.0" 4.5" 6 1.13"MIN EMBED 6 1/4-20 62 14.5"14.5" 6.5" 6.0" 14.5" 9.5' 10.0" 1.0" 3.5" 6.5" S.S" 5.0" 2.5' 2.0" 3.0" moi� ARMOR INSERT W/3-1/4" 62 11.5"1t.5" 6.0" 6.0" 14.5"295-110.0" 4.0" 3.5" 6.0" S.0" 4.5" 7.0" D SS MACHINE SCREW 72 12.5"12.5" 5.5" 5.0" 11.0" 7.5" 7.5" 3.5' 3.0" 4.5' 4.S' 3.5" 2.0" 2.0" EMBED 72 12.5'12.5" 5.0" 1.5" 11.0" 7.5" 7.5" 3.0" 3.0" 1.5" 4.5" 3.5" _ .� 110 7.0" 7.0" 3.0" 2.5" 4.0" 4.0" 3.5" 2.0 2.0" 3.5 3.0" V/Z/Al WMA 110 7.0" 7.0" 3.0 1.0 4.0 3.5" 3.5 3.0 200 3.5" 3.0 3.S' 3.0' I.5" 3.0" ^' 200 3.5" 3.0" 3.S' 3.0" 3.5" 3.0" ; i14 SMS i14 WOOD SCR W4"S6.0"16.0"13.0'13.0"16.0"16.0"16.d' 8.5" B.0" 16.0"16.0"16.0"WITN1.3�//4"4 W TRS MR SCR 6.0 16.0" 3.Wl 9.5" 16.0'16.0"36.d' 6.0" 6.0" 16.0'13.5"1z.5"ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK PENETRA4N6.0"16.0" 8.2' 7.S' 160 16.0"16.0 5.0" 5.2' 1z.o"11.5"10.0"6.0"36.0' S.0" 4.5" 10.5"11.0 9.S' 3.0" 3.0" 6.0" 9.0" 7.5"4"MOs mYE DUTANCE 9.0 7.5" 2.5" 2.5" 4.5" 9.0" 7.5" 2.5" 2.5" 4.5" 9.0' 7.5" Spans Up To 6'-2' Spam Up To 6'-8" Spans Up To 13'-0" d w O ANCHOR (P�LOAD CONN TYPE CONN TYPE CONN TYPE j n cl C2 C3 C4 CS Cl C2 C3 a CS Cl C2 C3 C4 Cs ANCHOR SCHEDULE: WOOD (G=0.42) "` c� " 5/16-ITW TAPCON KL W/ _48 16.0 16.0 16.0"16.2'16.0"16.0 16.0 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"11.5'16.0 16.0 16.0 8.0" 7.0" 10.0 3/4'MIM EDGE DISTANCE - Y 72 16.0"16.0 16.0 15.5'16.0'16.0 16.0"10.5" 9.5" 1S.S"11.5"12.5" 6.5" S.S" 8.0" G Spans UD To 6'-0" Spans UD To 8'-8" Spans UD To 13'-0' g f 110 16.0'16.0 10.0 9.0" 11.0 14.5'12.5" 6.5" S.5" 7.5" 32.0 10.0" S.5" 4.5" 6.0" N O LOAD CONN TYPE CONN TYPE CONN TYPE E nq 200 12.0"10.0 5.5' 4.5" 6.0" 12.0 10.0 S.5" 4.5" 6.0" 12.0 10.0" 5.5" 4.5" 6.0" O ANCHOR C Q x,'n (48 6. C3 CA CS Cl C2 C3 CA CS Cl C2 Q C4 CS 5/16" MIN UMBER N W/ /0 16.0 16.0 13.S"13.S"16.0"16.0 16.0" 6.0" 7.5" 16.0" 9.5" 9.5" 6.0" MIN LAG SCREW WITH 1-3/4 48 16.0"16.0"19.0--19.0" 16.0 16.0 16.0" 6.0" S.5" 16.0"16.0 16.0" 3.5" 3.5" 10.0 E 3 g 2-1/4"MIN.EMBED 62 16.0"16.2' 9.S' B.S" 16.0"12.0"12.5" S.5" S.0" 8.0 6.5" 6.0" MIN THREAD PENETRATION 62 16.0 16.0" 6.5" 6.5" 16.0 16.0'16.0" 4.5" 4.0" 13.5"11.5'10.5" 2.5' 2.5" 6.0" a ] 5 72 16.0 16.0 7.5' 7.0" 14.0" 9.5" 9.5" 6.0" 5.5" n 72 16.0 16.0 S.5" 5.5' 16.0 16.0"16.0" 3.5" 3.S" 10.2' 9.5" 8.0" 2.5' 2.0 5.0" R z 110 8.5" 8.5 5.0 5.5' 110 IS-0"14.S' 3.5" 3.0" 9.0" 9.0" 8.0" 2.0" 2.0" 5.0" 7.5' 6.0" 2.0" 4.0 O S 20D 200 7.5" 6.0 2.2' 4.0" 7.S' 6.0" -2.0 4.0" 7,5" 6.0" 2.0" 4.0 a 2'MIN E10410 DINTANCE *14SMS s14 WOOD SCR 48 16.0"16.0" 9.5" 9.5" 36.0 16.0"16.0" 6.0" 5.5" 16.0 11.0 11.5' 3.5" 3.5" 7.0' Cl C2 C3 C4 CS Cl C2 C3 04 CS Cl C2 C3 C4 CS Oo OR 1/a"BOWERS TAPPER+ 62 16.0"16.0 7.0" 6.5" 16.0 14.0"15.0" 4.5" 4.0" 9.S' 8.0" 7.0" 2.5" 2.5" 4.5" p WITH 1-3/4"MIN THREAD t12 SMS W/2"EYEWALL 48 16.0"16.0,'10.5"10.5"16.0"16.0',16.0" 6.S' 6.S" 16.0 12.5"12.5' 1.0" 3.5",7.5" 3 (PENETRATION 72 36.0 16.0 S.S' S.S' 16.0 11.0.11.5' 3.S 3.5" 7.0 6.5' S.5" 2.0" 2.0" 3.5" -- ARMOR INSERT W/2"EMBED 62 16.0"16.0 7.5" 7.s" 16.0"15.5'16.0" 5.0" t.5" 10.5" 9.0 8.0" 3.0" S.0" 110 10.5'10.0 3.5" 3.0" 6.0 6.S' S.S' 2.0" 2.0" 3.S" 5.0 4.S" 2.0 2.5" 72 16.0"16.0" 6.5" 6.0" 16.0"12.5"112.5" 4.0"13.S" 7.5" 7.0" 6.S' 4.0" 200 S.0" 4.5" 2.0" 2.5" 5.0" 4.5 2.0" 2.5" S.0" 4.5" 2.0" 2.5" -- 210 G 0" 5.0" 4.0" 3.5" 7 0" 6.0 S.D" 3.0" 6.0" 5.0" 3.0" II ANCHOR NOTES:SEESHEETrt EPA,'s eesPamo PE 10 FOR ANCHOR NOTES. 15-2338 III .ILII, PAW DtlQafD)N: 13 W L.BENNAWO,P.E. ASSEMBLY ROUND WINDOW FR MW �. BE PE0045549 I [ED E OF ACCORDION 12'MIN FROM \LL NO PE0111 1 SHUTTER BLADES EDGE OF SHUTTER, EDGE OF ACCORDION _ 0.125' TOP OR BOTTOM SHUTTER BLADES } '0 . {F 0.125• 0.032 0032 '1 d STATE OF Rp 0.1%7�'/�— Sk 'O'C�S'•.FCOR50�;••� (j(] wM 8 f f' \\\5 Z 1 2 ' �i,S/ONAL,\\ W( f$o ZW owu� g II I ti w n 2,875'0 HOLE TO RECEIVE ROUND 3.5•MIN t� �>'c / WINDOW ASSEMBLY TYPICAL U� <W _ \ W wW �9ii =� 02.875'\ / -{x 0.188• 2.875.0 HOLE(TO RECEIVE E p 03.250' ROUND WINDOW ASSEMBLY) y i i W MAXIMUM OF 3 WINDOWS pW A LIGHT-N-VIEW WINDOW PER EVERY OTHER BLADE- Ap N.T.S. SABIC PLASTICS SLX1431T-UL-94HB fs ROUND WINDOW �21 LIGHT-N-VIEW WINDOW M ASSEMBLY 13 N.T.S. EXTERIOR ELEV _ q � 12"MIN FROM � EDGEOF SHU RECTANGULAR TTER, EDGE OF ACCORDION y TOP OR BOTTOM Ism R BLADES Z-8 88 d _g < INDOW ASSEMBLY BLADE W/ ROUND WINDOW EDGE F ACCORDION 13 N.T.S. EXTERIOR ELEV Q c C SHUT �- 0 l.zlo• a 0.14S.- 0.145' 3.5'MIN a A?R � TYPICAL <Q Q OO O 6 6 Mµµ�� 1.500"I E6.000" REE OLE(TO }f� RECEIVE RECTANGULAR CCS' WINDOW ASSEMBLY) 1.500'z 6.000•HOLE(TO RECEIVE MAXIMUM OF 3 WINDOWS RECTANGULAR WINDOW ASSEMBLY) n .161' PER EVERY OTHER BLADE 093• •020' 3 RECTANGULAR WINDOW QO O $ 13 N.T.S. EXTERIOR ELEV Inn q �B� � ^ .118" T— -- DIA. 1 0.500' 0.500• S},� n O I �'S�St �1 (INT.) IV RECTANGULAR WINDOW 3.5'MIN. RECTANGULAR WINDOW NOTES: 6 ___'1 ASSEMBLY A (EXT• TYPICAL 145' 1. THE RECTANGULAR WINDOW SHOWN IN 5/13 IS MADE FROM GE XLIO LEXAN WITH O 0.355' p ; 0.075'MINIMUM THICKNESS. i FRAME FOR RECTANGULAR WINDOW MAY rp 0.145' BE NYLON 6 OR POLYCARBONATE WITH A O �` ' MINIMUM THICKNESS OF 0.161'.ATTACH MPVNWFPJML6IWODPL 1.956• �0.17T ,.355• TO BLADE WITH(6)r4 SS SCREWS OR 15-2338 BOLTS WITH NUTS. - A SECTION A-A cul rA�ouavrtoMl 4 BLADE W/ RECT. WINDOW RECTANGULAR WINDOW 13 N.T.S. EXTERIOR ELEV 13 N.T.S. EXTERIOR ELEV 93 A