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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 w�1 r Ap Business & Professional tnL� Regulation d..t. BCIS Home I Log In I User Regisbation i Hot Topic ( Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search d',.b,,pr a Product Approval �j.�"' USER:Public User Product Aonroval Menu>Product or Apolication 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 a Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. � Ft.Lauderdale,FL 33309 (954) 99 7�' tomj@tc-alutc-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 Frank L. Bennardo,P.E. the 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. 2 Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indepl odf FL13757 R6 COI Indep2.odf FL13757 R6 COI IndeD3.Dd( 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 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuov... 5/31/2018 Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 .Equiv Equiyl,pdf FL13757 R6 ERuly Equiv2.pdf FL13757 R6 EcLliv F uq_L_ df 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# Model,Number or Name Description 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.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 FL13757 R6 AE _fvajj.p span/pressure combinations and additional limitations of Created by Independent Third Party: Yes use. 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 f26 II Dwwwg2,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 FL13757 R6 AE Eva)2.pdf span/pressure combinations and additional limitations of Created by Independent Third Party: Yes use. 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 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 AF Fval3.ndf anchorage, etc. Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee F1 32309 phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovridht 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail,If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/p-r./pr_ap 5/31/2018 `� 6.8 ACCORDION SHUTTER "W"�NANOOV.E.Y " , 11 549 �: FOR USE WITHIN AND OUTSIDE TZ'-HVHZ ����`� •••.. '• �:• LICEryy, , TABLE 1 TABLE 2 TABLE 4 �* NO PFONSS •'•� ALLOWABLE SPAN SCHEDULE MINIMUM SEPARATION FROM GLASS TABLE 3 ALLOWABLE SPAN SCHEDULE =•0; * - ASTM ESSENTIAL FACILITIES ONLY = U1 FOR USE WITHIN THE HVHZ FOR USE WITHIN THE HVHZ ALLOWABLE SPAN _�v z HVHZ HVHZ MNIMLMSEPARATKX9 SCHEDULE Si • POSITIVE POSITIVE WIN HN¢ FROM GLASS NON-HVHZ MNIMUM SEPARATION i q DAF,• oft W m $O[ WIND LOAD LOAD WITFI9, NEGATIVE POSITIVE FROM GLASS <0 DESIGN WITH CFN7ERMATFS WIND LOAD DESIGN SHUTTER POSITIVE S� �� WIND UNIMATE ]o PRESSURE SPAN INSTALLATIONS INSTALLATIONS POSITIVE ANO Q�IGN SHUTTER INSTALLATIONS INSTALLATIONS ,At AL]5 O O MOUNTING (PSE) s30ABOVE a30•ABOVE DESIGN NEGATIVEYVIND PR�SSLALE SPM! 9MYABOVE a30'ABOVE '�',1IAL EI1 ow= P OR]1 8 u GRADE GRADE WIND _ U LOAD ALL GRADE GRADE Q ORQ 8 O CONDITIONS-, (N.) (N.) LOAD MOUNTING (N.) (OL) ��7 23.9 156' 136' 156• �•3 168' S.T 31' (PSE) CONDITIONS•' 6T 111 1.1• L!\ a.L+93 W 25.0 154' 148• 156, �• 3.0• 1.7• BOA 166• � 9T 11• tA• I1,1JW KK^1I o O 30A faT 15T 156• 30 3.0' 1b• 65.0 155• 120' 11• 1.T mz 35.0 lar 160• 1ST I20' 10' 1A' 60.0 146• 168• 5.T 3.5• o ce 4:i w 40.0 13r 145• 156' 758• 6.r 3.5• 83A 143' 60• 11' 1.1' W 80 3.0' 1.1' ,p IL W 45.0 133• 141' 156' 70A 13r 99• 11' tb• .1O 50.0 l2r 13T 15V 99' 10• 1b• 75.0 13r toe• 1I• IA* 55.0 126• 134• 15V 1p 106• 10• 1.8' 80.0 S21 • 40 I2o• 11• 2r 60.0 12C 131• 143• 120• 10' 2r 85.0 73r 5.8• 2.r 65.0 121• I29• 143• 13r 6.r 2b' 0 156• 5.6• 4.3• 70.0 1 I 126• 137• 145• 6.r 3.6• 95 l3l 75.0 11r 124• 13r or 10' • 100.0 9T 11•80.0 114• 12r 128' w 10' 1.T 105.0 11r for 11•e5.0 113' 120' 125' TOT2.T 110.0 110• 120• 11•90.0 11zIle• 121• 120 10 2b• 714.0 for 13r85.0 i1T 117• 11T lar 6.T 3b' 120.0 106• 15T B.T _ *D100.0 109• 116" 115• 80' 1T 1r 125.0 103• e0• 11'11r 117 B0 9fY 9.0• 1.9• 130.0 for 99• 11' 110.0 108' Ila" 110• for 10• 2r 135.0 9T 60 10T 1Y 21• m<g 115.0 for for 107, 731• 5.7' 35• 140.0 95• 1211• 11• 2.T (S m 120.0 104• 106" IDT Or 10' 1r 145.0 or 148• 5.r 5.0' x j 125.0103• 64' 10' 11.5" 750.0 39' 80' 11' 1.1• c O 130.0 - 101• 99•' 10'70 2.0• 166.0 Sao 81• 3.1' IfSSS 135.0 pp• 120• 5.T 3.51 160.0 83• 70 9T 3.1• 7.9• o 3 140.0 95• or 10' it 165.0 61• 120• 1Y 146.0 9r 80 1. 101 11.T 170.0 78' 1 137• 5b• 4A• 150.0 BT 99' 10' 2.3' 175.0 74r 86" 3.1' lr °I 1554 as. 116• 3b• 3.5• 180.0 74• Be 11• I.T 160.0 a 10• 1r 1 3• 60' 85.0 72, 90 99• 11• 22• 165.0 61• 110 �• 10' 1b' 190.0 70• 120• 3.7' 3.0' 170.0 76• 99" 10• 2b• 195.0 68• 121• 5b' 1T 175.0 - 76• 710• 13• 13• 200.0 BB• w 3.1• 1r S 1800 7P 60" 1T I•r •�FOR BUILDOUT MOUNT MAOOMUM 110 Be 3'1• Ir G 1�0 7r I20 64 10' l'C SPANS AND PRESSURES,SEE �' 3.1• 26• 8� 190.0 70' 105' 11• 3'1• TABLE C ON SHEET 6/13 1t�0' 3•T * ohm X31 i5 195.0 66• 2Ra6a �. ••FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE TABLE C ON SHEET 6/13 120 9wr 2bB' u 105' 11• �� C� I TABLE 1 AND 2 NOTES: 3.0' f4 R 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD TABLE 3 AND 4 NOTES: COUNTY FLORIDA. 1. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN 1111 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN TN MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. GGa , SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN C^ GY PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN 1{ 3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND ,n) - PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. Ir�y OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: 3. NO SEPARATION FROM GLASS IS REQUIRED FOR 6 � � IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE \\ \J INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OFR��•LIDN�AD�PE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR v THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. 15_2338 THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND w1 OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE:IT MOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM PAGE CRI ON, PRESSURES ARE AWAY FROM THE HOST STRUCTURE. WITH THE BACK OF THE SLAT FACING OUTWARD. 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS 15 NOT - - S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICANE PROTECTI ON PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, 93 THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL THE DESIGN PRESSURES FOR THE NETT HIGHER SPAN SHALL BE �T BE USED. USED. �IIJII 9 PE004669HNA0.D0, No PE004 549 2 7 s C� �OT�., STATE OFz Lu M 81 7 x GENERAL NOTES: //�NqLI N 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING Z¢ ;u CODE SIXTH EDITION(2017),FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE VARIES - NO LIMIT ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE L9 �<� (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN iy m 4 w ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION WW �N 9 fTl 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE ou"w DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA TOP TRACK 00 ce W BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE o w W CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 'o p 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. M 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 OPTIONALu^i CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. Z LJ PLAN 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND a LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. N¢ VIEW w N P 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE ~ w y DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR Ex WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 H O ►i.F-a`^o 0 SHALL BE USED. F rn C,n 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC �._"O SITE. =w Oz-ami 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL In-j m< ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME x a f 10 PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER ¢< r m 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. c 2 . THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE w E o CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM N "a S g THE STRUCTURAL SUBSTRATES DETAILED HEREIN. m �' R 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND o SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE BOTTOM TRACK DEVIATION.ASA CONDITION TO THE 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 MISSILE LEVEL D-ASTM E1886,E1996&E330 TYPICAL PLAN VIEWS TAS 201 202&203 z �ppp x FLORIDA PRODUCE APPROVAL NUMBER '$ b 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCORDION K.S.I. 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A SHUTTER ELEVATION MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 0 0 y! g ALUM.ALLOY. N.T.S. I 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. eti I 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". g `` 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. Be 1 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. ff 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE QYliCORFPM LEBMl�90PE 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 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 PACE PEiCR7PT70 X' NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 23. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK a b� I FRANK L `t11t 111J 111//// �OPE0046S49 NMDOE'. t... 2.874" PROJECTION VARIES 3.610' 1.994" ���``P��L'• ••. �� .115" 4.874' MAX. 068" 2.782" 1.907' c .125 t.825'• r 1.825" 1706' .997" 1.8 1.9 �c 1.825" r I iu c .143" "708" _143" .100 1.` 0004654y '. .100 1.7 8" 100" N N .100" 1.708" �a .068 }}-•143 s rr .195" 96.. N 9 .100" a 143" .195" 'I r 143' m .099' 19g••I .., t95" }5-4 t43'° _ W W '1 n � N .062' H� Z n t-95" .062' N N ,4^ .062' G v��' Egg .062" 62 .200" .062" 630" 0 630 200" 6 2 630' .200 1.069' i//O(�/A ` AWN� n 1.510' .062" .588' 630' 1.710111 t I l llt 7 WWW WU IIICC¢m 608.630 "S0" 97t" L_ 1.69' .971" .09 .095' Q �>Q 1 8'• }-- 1.069' 2.822" 2.728' 1.2 0" 1. 0" 1.250" .095 .971" .030' 2.748' Z pt m g Z l!u� 98A {� W IOR 5.745"M %. 5.745"MAX. 3.610" W 9 = LITE 2-LEG WALL 3 rL (DSCALE O BUILD OUT WALL O HEAVY 2-LEG WALL 4O O HEAVY HEADER/SILL O LITE HEADER/SILL , In W W SCALE HALF SIZ SCALE:HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE b C w .r WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 2.655' 2.655" 1.825' .875' 2.195' 1.230' 1.025" 2.195" .510' m 1! 506 1583" c _ 2.655' W o d 2.365' t600 5t0" N t- 19 .510' .460' tom- m n m ' ' .O(In .085', _ rn , , i r1 0400.. 90' Ai .621' . fV N .105' 895' z TOS r. ' ,105' N TYP m ' nml 1060'in n v m I TOP 1.230" 1.069 .621' y. t. E 621' 875" 3.635" .781' N 1.985' I s 2 300" 250" 4.510" 2 4.510' 2.195' no 4.510' �F' a' p p O7 SILL O8 SILL ADAPTER 1p EXTENDED SILL ADAPTOR11 MID SILL 12 MID SILL ADAPTOR SCALE:HALF SIZE O a SCALE:HALF SIZE Og EXTENDED SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE L - SCALE:HALF SIZE 1994'. 4 603" .143' 143' 30.225• .314" 1.708' io S 4.140" 325" G 043' _ 2So 297" .06 150R , 3.963' �g 030R e .054" .0 2" m 1.570' .510' g¢qq qy yy��11 qq A .069" m N o N P 3SGS G66 1.625" 3.410 r .341' 1.721' .133' 0.080' ? �1 OTYP. 6.8 SLAT/BLADE O 6.8 STARTER o o.oeo 0.117 IIII 13 17 .682' .630' .096' D• 4f'.060' d SCALE:HALF SIZE SCALE:HALF SIZE .130' V630' .0 211 n � m Is II N 2.822' 0.115' .no OgOP I .621' _N! •^ " 4.510" 0 16 RADIUS CEILING HEADER/SILL N 0.096' „ 186 WALL SILL 4.102" .3o m N SCALE:HALF SIZE .180' .080' SCALE:HALF SIZEp 'n C0PYFb3ff FR"LlBfV=fL 227" .080'r6 os4 15-2338 WALL .411 "DlbC11IP11o"I 14 CEILING HEADER/SILL 15 6.8 STACK/CONECTOR SLAT/BLADE SCALE HALF SIZE WALLSILL CLIP SCALE HALF SIZE 18 93 SCALE HALF SIZE ^ iMNK L WNHAR00 P.E. .3750 ``1111111111!/1/ 0PE0046549 t {f.125' 2.018' U THUMB - 19 •2BQ" `����,4"' ' T S IGEN '•.'9 ASSEMBLY F om of .320.HOLE 0 w SCREW STAINLESS STEEL CC No PE0046549 m m iu m N1 NO N6 o o -* Ai M w .050.. NYLON a a0 o m .062' ix WHEEL p a 1.100" ,240" n ��Q STATE OF ~ _ 5' MAX. ' TYP AT EVERY OTHER 750" S'••R,ZORION•' �wM $r L RECESS SILL FOR USE WITH INSIDE JOINT AT TOP 870 /// CONAL� 1N U) s � �� ! �g ANGLE 20 SCALE;HALF SIZE ® AND ®ONLY CYLINDER-SOLID BRASS,NICKEL PLATED II111 Z� ;CZJS O ROLLER ASSEMBLY HOUSING-ZINC DICAST POWDER COATED SCALE:HALF SIZE 21 SLIDE ROD 22 (� <I�i g SCALE:HALF SIZE NOTE.MAY BE KEY OPERATED OUTSIDE OR THUMB m = SCALE;HALF SIZE TURN OPERATED INSIDE. WW y� W� N w CtzSo' 23 BRASS PUSH LOCK " _ NYLON WASHER SCALE HALF SIZE Wiz= OR ALUMINUM .357' R, p W t I (NYLON BUSHING 'p /SS' 4.000' b UJ rt OPTIONAL) '276' 'obo. e4 .500' 14 x 2-3/4"410 HT S.S. G INSERTS SCREW W/ N.062' N f. INTO TC ULTRACOTE COATING ���... M c TRACK (TYP TOP&BOTTOM) 2.250', o M YLON BUSHING W/WASHER: ^ •154' • •137' '1 5 � W �j 7/16".x 1/2"(A INTERIOR JOINT TOP m 7/16"0 x 1•' INTERIOR JOINT BOTTOM -. '224' K8 EITHER CAN BEMUSED ON EXTERIOR 26 BOX CENTER INSERT 2.750' 2.DDo• H�,�S S SCALE:HALF SIZE p._<O 1M.t P4 BUSHING ASSEMBLY DETAIL RAINGUARD DECORATIVE FLOOR TRACK �-f� SCALE:HALF SIZE 27 28 O zm E tq EL 1.978' SCALE:HALF SIZE SCALE:HALF SIZE L$S 1.742' 2.125' g .623' .236' 1.710' .286' 4' .267' 2.702" 2.642" B 1.110' 2.465" 2.405" ;j .443' ,443 n o o� E 1.084• m .090' m e n m ro 2.289" 2.176" a c s R m V? .284 L-6• r1 m 1.200" v m - 1.100" O 0 o n c �6, c e P 1.100" 1.068' N .239' Ai 1. v1 N in' =r N ni CD J m .190" .250- n �i .496' n n M to 250' .t25' o N N n m cq out HH 3.443' 1.758' n'i to 3.476' 125",N .125" in N .160' .1901, t25" o 1.00]' .062' � .222'F-t .062' .176' '^ a�P��I !1� 2g 2003 6.8 CENTER MATE 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER 33 OUTSIDE CENTER MATE 34 INSIDE CENTER MATE g i p SCALE-HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE-HALF SIZE SCALE:HALF SIZE q d ,q .062' 6 0 i 7/16"0 STAINLESS y 5.500' x 13/16' WIDE ".400' STEEL NUT NOTE:ATTACHMENT SCREWS FOR -- p�E ' r END STRIPS SHALL BE 1110 TORX E HEAD STYLE VARIES x A 30 W OR PHILLIPS DRIVE SCREWS. ppp p 6 38 THUMB SCREW j p1 HAND-TIGHTENED ONLY. J. / SCALE:FULL SIZE •250' W M o efp! 1 4-20x1 OR 5 16-18x1 m 1 1` INtI MACHINE SCREW STAINLESS in 1 r7 5/16"0 INTERNAL STEEL Gx �l .188' THREAD �-' co 00PH101NIANRLISRAFMPL 4.500' TYP 37 T-SCREW INSERT o = 15-2338 - t x..689' POWDER COATED,ZINC DIE-CAST SCALE FULL SIZE ^+ LD50' m v �LSCAU[I _ SECTION A oPJfpIIPRCNI DELTA MODEL J022 36 T-LOCK ADAPTER P54• 40 40b 40c INDUSTRIAL SYSTEMS (OPTIONAL) L 7000' o °• 35 BOX LOCK SCALE:HALF SIZE " END STRIP 1" 93 R SCALE:HALF SIZE 39 2X7 ANGLE 2" & 3" EXT Al SCALE HALF SIZE .hF.125' SCALE HALF SIZE a \\7\\)11111/7 FASTENER Cm 18"O.C. EXISTING GLASS EDGE DIST. EXISTING GLASS FMNK 6519NNARDO,P.E \`�� 1 ' (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). DIST• \C mak•• NOPE004654 ' *45 ' z EMBE SILL (INTERIOR) ALT.DIR CTION �y '� +--0 =1p EMBED. 17 ff < dao OF ANGL LEG 11 It �pN (INTERIOR) t7 TATE OF p MI 0 062"THICK 6063-T6 'i C.R... 8g UM.ANGLE 1"x 1"MIN. / NAL ' 6 EDGE 0 2"x S"MAX.(ANGLE LEG 3 4 29 I9b / Dt € DIST. 8 AY BE REVERSED) /jjjjjl\ Z� >UGZ 29 ASTENER Lal 18"O.C.(USE ANY 13 15 13 "neVE a g<1<i1 13 ANCHOR SHOWN IN ANCHOR 13 13 13 73 SCHEDULE.1"MIN.EDGE DISTANCE). TO 1 L e 3 9 I9 ZX o.L m W 29 #i2 x 1/2"GALVANIZED 1/4-20 THUMBSCREW W N9„ W 6.80"(TYP.1 OR S.S.SMS,3/16-0 ALUM. BOTTOM INTO CENTERMATES 1/3 (EXTERIOR) x (EXTERIOR) t/4-20x1 THUMBSCREW INTO POP RIVET,OR 1/4-20 TO 2/3 SHUTTER SPAN ECEIVING HOLE cc A: THREADED HOLE.LOCATED Ccb MACHINE BOLT&NUT SHALL BE DTH /8" p W W 1/3 SPAN TO 2/3 SPAN FROM co)18"0 C. TO 1"HEIG HY. t0O TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES MULTIPLE SHUTTER ASSEMBLY ~ SCALE:3"=1'-0'• 5 B'-3".USE TWO THUMBSCREWS ON BLADES>8'-3",ONE(m t/3 SPAN LOCKING DETAILS FOR SCALE:3"=1•-0" AND ONE AT 2/3 SPAN FROM BOTTOM CENTER MATES USE(1)BRASS PUSH LOCK OF BLADE.TYPICAL.FOR LOCKING rn SHOWN ON RANDOM n OR(1)5116-18 THUMB SHUTTERS.A BRASS PUSH LOCK 23 m SCREW I 0 TMRE A.E. MAY BE SUBSTITUTED WHEN USE WITH DETAILS 7� INSERT (p37 AT 1/3 SPAN w $ TO 2/3 SPAN FROM CENTERMATE#29 AS SHOWN.RECEIVING SEE END STRIP SCHEDULE W BOTTOM OF SHUTTER. HOLE FOR THUMB SCREW MAY BE 7/16" FOR MAX SPAN WHEN o� RECEIVING HOLE SAL 3/8"MAX WIDTH,HUPL BE DC 13 _ i 3 '�$ USING 40A,40b OR Loc TO 1"HEIGHT. 30 8 rn m END STRIP SCHEDULE < xvWWi 0=^,1 PSF SPAN I =m 1.8/0(2,7) 62 108' \ 40 USE APPROPRIATE Ij STARTER STRIP TO E 4 PRO,, DE CLOSURE FOR 13 40 BUILDING CONDITIONS Q 3 2'BIO(3.77 E 3� FASTEN STARTER g (INSIDE) ® STRIP TO TRACK W/ 3'BIO(4.77 2/#10x1"SCREWS °I AT CORNER tl I tl ® ALTERNATE END STRIP DETAIL (HAND-TIGHTEN ONLY) 1.Sw 45 SCALE:3"=1'-0" ANY TRACK , 1 X0.083' 8 W/SCREW BOSSES. ANGLE jy artX"�� Q SILL 4 H I I 2'X3' TIE V) X0.126' EXISTING GLASS3 � q ��E USE(1)BRASS PUSH 30 a - � USE(1)BRASS PUSH LOCK INSIDE LOCK OR ll)S/16-18 13 < Z�3F OR I1)S/16-18 THUMB (INSIDE) THUMB SCREW INTO/� 30 2,X4, 4 �� < SCREW I(p31Z�0 THREADED THREADED INSERT Ly0 x0.126' 1 o �� TO 2R/3 SPAN FROM SPAN SILL e!.2411 �Qlj AT 1/3 SPAN TO 2',q / �af � 1/ ! 31 SPAN FROM BOTTOM OF OUTSIDE �C'� BO7 TOM OF SHUTTER [d{ SHUTTER.RECEIVING ( ) ! 6 HOLE SHALL BE 31'1;'.. g pp MAX WIDTH,UP TO HEIGHT FOR GREATER SPALLS OR LOADS OTYPICAL OUTSIDE CORNER CLOSURE --- --- - THAN SHOWN IN END STRIP CC1 DETAILS WO/CORNER POST I XI'.s''CUPAR'Nn. HIDSSPAN 13 �R NTSUSING AM'ANCNOR ON TILE 30 D7YPoOIOBVNIL6lWOOPE 13 ANCHOR SCNEOIRE!!1410/4'TEK 15 t3 23 SILL SCREW OR 2/4.20 DOLT TO END 31 2 (OUTSIDE) 15-2338 STRIP USE(1)BOX LOCK AT 1/3 WALM. SPAN TO 2/3 SPAN FROM ► tAcIOOCIIEITI t OTYPICAL INSIDE CORNER CLOSURE BOTTOM OF SHUTTER CC2 DETAILS WO/CORNER POSTgffdo MULTIPLE SHUTTER ASSEMBLY 93 NTS � �- � SCALE:3"=,'-D" 2 FASTENERS ALUM. TUBE 1111111111)/ FMNE0549NAADO,P.E. 06 6063-T6 ALLOY - C2 CONNECTION TYPE EACH ANGLE SEE TABLE A FOR SIZE. REFERENCE ANCHOR EXISTING `�� �. n 1"x 2"x 1/8" // \� SPACING SCHEDULE FOR MAX STRUCTURE �,•'•1C 1 9+� OR 2"z 2"x 1/8" 1/4-20 NA 1WE 0 i C1 CONNECTION TYPE (,100465 ALUM.ANGLE ° 1 REFERENCE ANCHOR ® W/NUT(°T 2";0C � ' SCHEDULE FOR MAX 014 SMSZW6:.O.C. THREE 3/16"B 13 ` 71F ALUM. ° I SPACING 1/ ITYP.TC"I}OTTOMI �] -wry 10 POP RIVETS I I t/ •• s� OR ° 17 ALTERNATE THRU BOLT �0,�'., STATE OF THREE 012 SMS, 3/16"0 ALUM POP r C1 CONNECTION TYPE I- i '•.FLORIO►•.• yy��r.M $a Typ17 RIVET OR M12 SMS _ REFERENCE ERENCE ANCHOR o� j/��(',' / �"�pcp. 14' 1 1 TABLEA(cm) @ 18"O.0 (TYP.) SCHEDULI I 1� SPACING E FOR MAX. W O FOR V(J0 - �QNAL III10% �W Sw=� PRESSURE VS ALLOWABLE LENGTH MAY USE MALE OR I I I ¢ PSF 2 Sc1/B' 3 &/B' FEMALE LOCK-SLAT) 1 Il FOR HNQ 13 r¢N O: BBJJOO UO r O iLLW,I! pap 9 W MULL Z 62 130• 187 13 L GLASS FOR N. 2 a w W O'4 W z 72 124• 179• \: - / OR DOOR SEPARATKW In a ; Lg CC3 TYPICAL CORNER CLOSURE DETAILS _ To cess x m m 82 137 172' NTS / v a=K Q W ow 92 114' 165' I ASLO FOR JeRNgif 6 OR Z=F W R 1Q2 117 160' TABLE B(aA ALTERNATE THRU BOLT lUELDODT MOONT 1m lw 14T 150 PRESSURE VS ALLOWABLE LENGRI CS CONNECTION TYPE (DETAIL F) t7 N OR N 9T 131• REFERENCE ANCHOR MAX MAX 200 87 114' PSP 2�H 3/8O W'YIF3`IcIr SCHEDULE FOR MAX. 4 q0 T� N "SPANR p=s",% CI CONNECTION TYPE 1•• I 1/4"MAX.FROM PIN 62 113• 166, REFERENCE ANCHOR GUIDE TO BUSHING 175IN. +/•30.1 PSF SCHEDULE FOR MAX. f- -1 �O WASHER IT W 3 72 LOT 1ST 1211N, +/-31.1 PSF SPACING -II 1" I _3 82 101• 14T 1181N. 4319 PSF I� I 19 0:$$ 1151N. N•33.7 PSF ___J I/ 14x3/4"SMS @ 9"O.C !-a d 92 9S 137 --- ANGLE TO TUBE CONNECTION q� <"I 1221N. +/•33.6 PSF / E O m EXISTING I^ 102 � 13T 1101N. +/•34.2 PSF � Z"x 2"x 125" �� °C 41 170 8T 17y CONCRETE, EMBED. 6063-T6 ALUM.TUBE _ Ip 150 ]O71N. +/-35.2 PSF .m<I 74' 107 lOS IN. 4359 PSF BLOCK OR 5 CONNECTION TYPE 700 WOOD FRAMING 64• 91• 1031N. +/-365 PSF REFERENCE ANCHOR �SCHEDULE FOR MAX. E E o4 1-1/2"MIN FOR CONCRETE 1011N. +/•373 PSF SPACING c O 6OR LOOK AND 3/4•'MIN 991N. +/-38.0 PSF E 951N. 439.6 PSF Cb ALTERNATE BUILD OUT MOUNT SECTION a g g FASTENER @ 18"0 C 921N. *409 PSF y a 5) IUSE ANY ANCHOR SHOWN 891N. +/-423 PSF SCALE:3"=1'-0" E IN ANCHOR SCHEDULE). 861N. +/.43.8 PSF 81 IN. +/-45.4 PSF O 81 IN. +h465 PSF ACCORDION SHUTTER 781N. +/-4&3 PSF PER PRODUCT APPROVAL o: 761N. +/-495 PSF w m 741N. +/-50.9 PSF r S 3/16 RIVET OR 012 2"x 2"x 721N. +/•523 PSF 4 SMS @ tp"0 OR 090"6063-T6 7p N, -/-53.SPSF APPLICABLE AT TOP 1/4-20 NUT 6 BOLT 17 ALUs TUBE TYP. �y AND/OR BOTTOM X ITYP). 3/16"0 ALUM POPyl 681N. +/•55.4 PSF v ALUM. TUBE RIVET OR 012 SMS 661N. y-57D PSF W 2.OR 3' =Z (AfI68� I 6063-T6 ALLOY @ 18"O.C.(TYP.) 6 SEE TABLE BF B 2..x 5"x v B" B-S B FOR 921. 2 FASTENERS x CONTINUOUS �p� in EACH ANGLE ALUMINUM ANGLE yaH FOR 13 j NwO 1/2*MIN. + t"x2"x.093" Zx� 2'x3'xS�•Xi I OPTIONAL ANGLE INSIDE kFOR HNI7 = 2.175" YY@ THREE 3/16"0 ALUM $EC IABIL 2 VI p yl CONTINUOUS 6063-T6 ALUM. ORIENTATION TYP. POP RIVETS OR 17 17 GLASS p m 2•X1/ %CONTINUOUS �yy ANGLE,TYP X 6 17 THREE 012 SMS,TYP. OR DOOR TO a c a F 6061-T6 ALUMINUM - x e o t•'x 2"x 1/8'• E v. ANGLE 0.9'MIN.THICK 6061-T6 y O'R 2"x 2"x 1/B" 2' t3 ALUM.ANGLE ANGLE FASTENED TO TO NGGLECWITHH FASTENED44-20 T T USE MALE DR FEMALE 14 t EXISTING 3 KSI MACHINE SCREWS AT 3' g$ 8 LOCK-SLAT) c - 5,6 C4 CONNECTION TYPE CONCRETE HOST FROM ENDS AND 9'O.C. COvvRORFPNKLeB0VlO0PE 13 13 W REFERENCE ANCHOR STRUCTURE WITH FOR THE BALANCE SCHEDULE FOR MAX. WO ELCO ULTRACONS 2-1/2"MIN, 15-2338 PACING AT 3'FROM ENDS AND P7(ISTING CONCRETE I1Gl.G 012 x 1/2"GALVANIZED (OUTSIDE) D I 4'O.C.FOR BALANCE HOST STRUCTURE(3000 PAG[Ol'WIIMON7 OR S.S.SM5,3/16"0 ALUM. WITH 1%'MIN PSI MIN) CC4 TYPICAL CORNER CLOSURE DETAILS pOP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS EMBEDMENT AND 2S)' NTS MACHINE BOLT&NUT SCALE:3"=1'-0'• EXISTING CONCRETE, MIN EDGE DISTANCE, SEE TABLE C FOR MAX SPAN AND PRESSURES y j @ 18"O.C. BLOCK OR WOOD FRAMING STAGGERED WITH 3' 13 INSIDE SILL MOUNT SECTION MIN.SPACING,TYP.O BUILDOUT MOUNT EE SCALE:NTS O SCALE:3"=1'-0" C5 CONNECTION TYPEFRANK L lENNAR001 P_E REFERENCE ANCHOR EXISTING 1111111II FPf9a6549 FOR&UM G O^ FORSCHEDULE it SPACING FOR MAX. STRUCTURE I � tet: �/{{N GLASS ESSENTIAL a�+} (AOLIRE S"'MAX 1/4-20 MA i�ln��BbLT•••• `V OR DOOR [AtiUDES o GLASS WR E 4 w C1 CONNECTION TYPE C SEE TABLE 4 rw-u u— OR DOOR VM2 W W m REFERENCE ANCHOR 19 W/NUT(ol lf'�Yt.OR h FOR HVH2 r u m IE 2 r x1_>>0: SCHEDULE FOR MAX. O q14 SMS(M 64 Q.0 NO PEO 6549 SEE TABLE 2 i w¢ IN. 13 > O o SPACING /2•• (7YP TOP_8*BOTTOM) * - FOR YIN. 13 N w a O ION i= 1/4"-20 THRU BOLT W/ SEPARA710N X N✓+^ SS w = TO GLASS ¢3 tY 1112 x 1/2"SMS(al 12""O.CX Z Z m W �� LOCK NUT Col 12"O.C.OR E r W m OR 3/16"0 ALUM.PO ¢�+ STAT D• E N12 x 1/2"SMS(b 12"0 C E L7 r¢ RIVETS(d 6"O.C. OR 1/4"0F J °r w o �R�DJ 'i (�•''•F(OR r"Q OR 3/16"0 ALUM.POP w>r S IIi��AAII RIVETS @ 6"O.C. E S. \ u= ALUM POP RIVETS(la 12"0.0 ¢ �/S/ON OR 1/4"O ALUM.POP RIVETS / 11 AND / (ol 12"O.C.E.S. 1/4"MAX.FROM PIN FOR 6SIM W Fml llll L_rnf1 �7U � 1 / 1/ Sail I 4"MAX.FROM PIN ASSEMBL " GUIDE 0 BUSHING ESSENTIAL 13 r OOa; UQ Sy<W g�g�u 17" I AND OO GUIDE TO BUSHING FA ITI r i O Q mg�� 1/2"TYP. 0 iqq o ASSEMBLY WASHER(TYPI WWASHER ITYP.1 m Z�- ZX 8N� �W SEE(ABLE A m / 1/2" 1/2"TYP EXISTING CONCRETE. W — GLASS 8 FOR HVHZ N 0 m j W o,��^ o BLOCK OR WOOD FRAMING4 CONNECTION TYPE OR DOOR SEE TABLE 2 X L7- o w �G Za4a 3� EDGEREFERENCE ANCHOR FOR YW, ¢ ¢ _ / SCHEDULE FOR MAX. SEPARAl10N o3 CONNECTION TYPEDIST. SPACING AS SHOWN 10 GLASS u'^ 0 wREFERENCE ANCHOR/ EDGE SCHEDULE FOR MAX. 4 CONNECTION TYPE IN DIAGRAM ON PG.10) fiIST. SPACING AS SHOWN REFERENCANCHOR SCHEOUL EEF OR MAX 3 CONNECTION TYPE IN DIAGRAM ON PG.10) SPACING ALT.FASTENER L3OR 6 R REFERENCE ANCHOR EXISTING CONLOCATION.FRONT AND w OLSCHEDULE FOR MAX BACK ANCHORS NOT REQ'D �0SPACING.ALT FASTENER BLOCK OR WOOD F 1/4"MAX.FROM PIN N7 k—r WITH THIS LOCATION 2"LOCATION.FRONT AND C1 CONNECTION TYPEGUIDE TO BUSHINGBACK ANCHORS NOT REQ'O REFERENCE ANCHOR WASHER(TYP.)1/4"MAX.FROM INSIDE MOUNT SECTION SCHEDULE FOR MAX.WITH THIS LOCATIONPIN GUIDE TO SCALE:3 1'-0" SPAGBUSHING WASHER 5 CONNECTION TYPE INSIDE MOUNT SECTION REFERENCE ANCHOR ITYP.1 SCALE:3"=1'-0'• SCHEDULE FOR MAEXISTING CONCRETE, SPACING e NOTE:FOR DETAILS A•B,D,AND E ON THIS SHEET, BLOCK OR WOOD FRAMING EMBED. O�THE BASE TRACK MAY BE INSTALLED IN SECTIONS Z�WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS COBUILD OU OUNT SECTION m A MINIMUM OF TWO SETS OF ANCHORS AND IS A CQ w TYP. BOT TO MINIMUM OF 12'LONG THE SILL OR CEILING TRACK EXISTING CONCRETE, SCALE =1'-0" u a USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING OVER THE GAPS BETWEEN SECTIONS EXISTING EXISTING CONCRETE, STRUCTURE * E 3 O DGE DIST. . 0 BLOCK OR WOOD FRAMING E 4 CONNECTION TYPE C2 CONNECTION TYPE W/EXTRUSION X2 a v EMBED 1 CONNECTION TYPE EMBED. R REFERENCE ANCHOR w REFERENCE ANCHOR 5 CONNECTION TYPE W/EXTRUSION r1 4 SCHEDULE FOR MAX. W E SPACING SCHEDULE PACNGE FOR MA ANCHOR SCHEDULE REFERENCE MAX .J9ti SPACING AS SHOWN IN DIAGRAM ON PG.10) 1416 SPACING &/�., d 1/2" 1/2'• lJ'R 2O 3 4 w m O N GLASS OR �4 F 7 D W O r w w F ° DOOR 4 FOR HVH2 13 r 100 tt K12 x 1/2"SMS P 12" SEEE TABBLOR LEE. x Z u' FOR O.C.OR 3/16"0 ALUM SEPARATION M O m W N 100 ¢ EOR rN=op POP RIVETS(ID6"O.0 X OZm GLASS OR 13 ] '^"' 2222 6 j N w O OR 1/4•'0 ALUM.POP ¢ 0:¢¢ DOOR FOR HVHZ = Z w LL G �6a FOR MIN. GLASSFA 1 E 13 =i =� RIVETS(0112"O.C. L o" 0.5? ._+ OR DOOR•—•� 1 FOR u1 p N �+ SEPARATION X w O Z¢ i t HVHZ SEE 11 IFOR uIABIC z N. X Z O Z m 10 GLASS ¢u 0 a r 1/4-20 S.S MACHINE ¢w¢¢¢ L N O p r O7 AND QB 1/4"MAX.FROM IN SCREW 8 NUT(al CLASS E uN 1/2" GUIDE TO BUSHIN ¢ u ASSEMBLY 1/2" e 12"O.0 TYP. WASHER(7YP.1 n 0 W m 1/4"MAX.FROM PIN X 1/4'*MAX MAX.FROM PIN = 4 CONEC N TYPE O 1/2" UIDE TO BUSHING pl xE ¢ GUIDE TO BUSHING 1&RO WASHER(TYP.) X ^Y WASHER(TYP.1 EDGE REFERENCE NCHOR @ N i 51�in EXISTING CONCRETE. DIST. SCHEDULE F MAX C2 CONNECTION TYPE W/EXTRUSION 12 OOPiWOR ®IWDOPE BLOCK OR WOOD EXISTING CONCRE SPACING AS S WN 5 CONNECTION TYPE W/EXTRUSION #1 /11 FRAMING BLOCK OR WOOD FRAMING L-C4 CONNECTION TYPE IN DIAGRAM ON 10) REFERENCE ANCHOR ® OR REFERENCE ANCHORS-2338 SCHEDULE FOR MAXMAX. 3"x 3"x 1/4"CONT 4 CONNECTION TYPE N12 x 1/2"SMS(A 12" SCHEDULE FOR MAX SPACING 6063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE, Ace DlfCRIPFION: (MAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS 6"O.C. LOCATION.FRONT AND j AS SHOWN DASHED) SPACING OR 1/4"0 ALUM.P BACK ANCHORS NOT REO'D BLOCK OR WOOD FRAMING RIVETS @)12"0. W17H THIS LOCATION a Op WALL MOUNT SECTIONO CEILING / INSIDE MOUNT SECTION 13 SCALE 3" SCALE:3"=1'-0" =V-0" E FO WALL BUILD OUT S CTION SCALE:3"=1'-0" I FOR ACTHAc1M FSSENnyAI \`\1111) 111jK NA"'G,p,E1FACILITIES SEE TABLE 1 k -20 FOR HVHZ SEE TABLE 2 EXISTING GLASS OR MIN.SEPARATION TO zSTRUCTURE ALT.LEG DIRECTION MACHNENOR G1A55 13pmH (2)6063-T6 ALUMINUM BOLT W/NUT �- DOOR a w r ANGLES PER BEAM END, @ 12"O.0 ORNO PE00465 .01 „ -I S12E PER SPAN TUBE _*7 1/4"0 ALL AI SCHEDULE H14 x 3/4" _ 47 4 POINTS SOLID 6 SMS 6"D.C. SPAN TUBE SCHEDULE - rrfnf' ro OJ WITH 7 8H MIN NUAIBEROF U• I w o. ET SPAN TUBE b Np } w0. PER DESIGN JU.E TUBE NUMBER OF RV "IQ = ✓I VI 2 EMBEDMENT IN - NPrr TUBE SHUf17TT ANCHORS PER QbRIDP, $„ X TMRUBOLTS ERV W m 8. E a=w vI BLOCK 3" OR • ACCESS HOLE SCHEDULE SIZE SPAN ANGLE // ~� r SPACING AND x' TOP BOTTOM TOP BOTTOM Tbj ��J $3"MIN EDGE TUBE TUBE TUBE TUBE TUBE TUBE/I I T 1 1 umX DISTANCE O =5 6p2545>a B0' 135.r s 2 2 3 4• r Z7Vp p 0.1zs 98• 108.0' 2 23 3 r r <W$O w 123' 94.t• 2 2 3 3 T 7• u H W 3"MIN. 14 16 Z =►�� D.DIST u 60• 157.0• 2 2 2 3 P r L N p ,N /2" 1 FOR ASTM ESSENTIAL FApUTIES 13 O 98• 1U.8' 121.1• 2 2 3 3 r T WW 0,.,J = - - 1/4"MAX.FROM PIN GUIDE Q SEE TABIE 1 k FOR HVHZ SEE a Z.- 0'125' 123• 102.8' 109.8• 2 2 4 1 10' 10' U W TO BUSHING WASHER(TYP.) GLASS TA Z FOR MIN.SEPARATION waw B0' 138.0" 190.• 2 2 3 3 r 7' UI fe OR DOOR TO G1A55 N jx m 0.2`1185" 88• 122.7' 155.r 2 2 3 4 r 10" y//p/( p W Z ! TWO 1/4"0 WOOD 1/4"0 THRU BOLTS =ttG 0.125 123' 115.4• 197.5 2 3 4 ��4 10' 13• 7(;�e�1( NO LAG SCREWS(&24" r wI- O.0 MAX.WITH 2'. SEE BEAM O BO' 168.1• 240.0' 2 2 3 r 10• THREADED PENETRATION 3"MIN SCHEDULE FOR W I- 25"105"ED.DIST. 7 BB• 110.8 228.9 2 3 t 10' 16' "T"INTO CENTER OF STUDS EO UIRED N MBER = 0.1875• 123, 132? 203.1• 3 1 5 7 19' 19• 5 6 n " EMB."T' 14 SMS @ MIDSPAN BETWEEN - 14 16 1/4"MAX.FROM PIN GUIDE SPAN TUBE SCHEDULE NOTES: Ci S TUDS FOR TRACK TO I"x 4" - IV BUSHING WASHER(TVP I % x x x 4•ANGLES FOR 2'x5'&2'x6'BEAMS. PLYWOOD8 TUBE CONNECTION 1/4••m ALL 2. USE 2•x5'xl/4•ANGLES FOR 2'xB•&2'x1O'BEAMS. STUCCO FINISH POINTS SOLID )^ 3. USE BEAM SCHEDULE FOR DETATL). N 1"x 4"x 125" SET ANCHORS _ SPAN TUBE PER DESIGN 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN w � 6063-T6 ALUM.TUBE WITH 7/8"MIN. - SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED EMBEDMENT IN TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. Fz-$ THIS DETAIL TO BE USED WHEN STUD SPACING CONCRETE OR 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH 1/4-20 MACHINE BOLT CC EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. BLOCK,3"MIN '� SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN O c- 5 SPACING AND 3" I� W/NUT @ 12"O.0 A 6063-T6 ALUMINUM TUBES SHALL HAVE TOP BEAM LIMITATIONS INCLUDING SPANS, o� MIN EDGE 'I ANGLES PER BEAM END, OR q14 z 3/4"SMS(Nl O WALL MOUNT SECTION THIS DETAIL MAY DISTANCE SIZE PER SPAN TUBE 6"O.0 ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN SCALE:3"=1'-0'• ALSO BE USED SCHEDULE AS THE SUM OF THE SPANS ABOVE AND BELOW THE BEAM. AT TOP EXISTING ACCESS HOLE 6. LAP BEAMS ARE NOT ALLOWED, STRUCTURE ALT.LEG DIRECTION 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. �O O $ EMBED. J, r w m MAX.DESIGN LOAD=z 72 PSF E 3 g wOj SCALE BEAM SPAN SECTION -GLASS 3 1-0 F : ' " o OR DOOR . 6 - p FOR ASTM ESSENTIAL I FACILITIES SEE TABLE 4 8 13 O FOR H in FOR V112 SEE TABLE 2 = FOR MIN.SEPARATION TO V, ° EXISTING WOOD GLASS XMARIA Z TRUSS OR RAFTER 1/2" 3•• 1/2" O QL (la 24"MAX.O C. -1/2'7-1/2'1 F EXISTING FINISH 5 6 MATERIAL 1/4"MAX FROM PIN GUIDE 1/4 1"x 4"x 1/8"6063-76 14 16 TO BUSHING WASHER(TYP.1 gLUM.TUBE W/THREE m y "TILE(TYP.) 1/4"0 WOOD LAG Ii ii ii F INISH FTEL SCREWS WITH 2-3/4" I I w ALT E=NATE 19 3/4"PLYWOOD MINIMUM THREADED ,a 1/4"0 A325 GRADE THRU BOLT @7"0 C PENETR."T"IN WOOD(NTI u E g OR 5/16"0 A325 GRADE THRU BOLT(al 12"O.C. EACH RAFTER OF TRUSS / !E GALV.OR S.S 24"O.C.MAX.WHERE A TUBE EXTENDS BEYOND :. Y H 0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THA 5"O C W/1-1/4"MIN.EMB 6", EXTEND TUBE TO \ w 2"x 5"x 1/8"6063-T6 ¢ �: OR 1/4"0 LAG SCREW @ 9"O.0 W/1-7/8" NEXT TRUSS \ w„� wm ALUM.ANGLE W/THREE N IN.EMB. IN WOOD SG=0.42.TO 0.55. / F =0 0: f 1/4"0 WOOD LAG C 1/4-20 S.S.MACHINE SCREW? 73 72 N=� SCREWS WITH 2-3/4•' W"RI40lR4KLUNNAIMpg / 12"'O.C.IN BETWEEN TRUSSES = z uMINIMUM THREADED EXISTING CONCRETE, (- HOLLOW BLOCK OR WITH 1/2"0 ACCESS HOLE ON 17 PENETR."T"IN WOOD[d 15-2338 WOOD FRAMING SEE 2"x 5"x 1/8"CONT BACKSIDE OF TUBE OR N14 SMS X Z O z m EACH RAFTER OF TRUSS, SuUE, ANCHOR SCHED.BASED ALUM ANGLE(6063-T6) P 6"O.C.MAX.IN BETWEEN 4 N+0"Q 4 ON TYPE OF STRUCTURE E J O a 24"OC MAX WHERE pAal DpJpllpTiI'M vl ANGLE EXTENDS BEYOND Q LAST TRUSS MORE THAN (MAX.DESIGN LOAD z 72 P.S F.) 6". EXTEND ANGLE TO °• O PASS THRU DETAIL IMAX.DESIGN LOAD z 72 P.S.F.1 NEXT TRUSS. 93 SCALE:3'•x V-O•• O TRUSS MOUNT SECTION O SCALE:3"=1'-0" L s ENNARCOJ P.E. GLASS OR DOOR 2" FOR ASTM ESSENTIAL /(: • GLASS OR Z GLASS OR /f!I,FOR SEE TABLE SEE I I 7f' No EO0465 DOOR O - DOOR m TATTLE 2 FOR YIN. w I I - F� C w a F� p SEPARATION TO CLASS m I I O ____ ___ ___ _ wo=Fwl-Q O. f FOR FuinT 4kFOR O: wFw I-E. VIZ �TF72 MIN. � 2 MIN. im iZ ¢ i s VSEPARATION TO 'A a" SEPARATION TO � - i o � AGLASS X InV1- CLASS i F(A20'•- 4MIN. I///Qo 2 _i X w = CT CONNECTION TYPE ul S a RADIUS HEADER MOUNTED >VwONREFERENCE ANCHOR aNPARTIAL ELEVATIONy _28 uZ SCHEDULE FOR SCALE: 3'= V-O' ZQQ SPACING '1 .250" .250.• w .lT W W O,i Dar / 1/4"m TAPCON(d 24" C6 CONNECTION TYPE w I Mld Ell O.C.WITH 1-1/4" MIN REFERENCE ANCHOR L�~ II B B o W W �e EMBED. SCHEDULE FOR MAX W- ,1 y O SPACING ti jE EXISTING CONCRETE OR / EXISTING \ BLOCK ONLY.WOOD I STRUCTURE \FRAMING 8 WOOD ANCHORS EXISTING HOST STRUCTURE O / �40T ACCEPTABLE / EQ O WALL MOUNT SILL DETAIIIEXISTING FINISH m \ TIATERIAL i 1/4"MAX FROM PIN n i \ SCALE:3'=1'-0" w GUIDE TO BUSHING �¢I olsT \ O DECORATIVE FLOOR TRACK DETAIL �R©CUT IN 4"INTERVALS WASHER(TYP.) W E ORECESS SILL DETAIL \ SCALE:3"=1'-0" TO FORMOUPE(SEE _n IM M DETAIL 1 FOR ADDITIONAL Q SCALE:3"=1'-0" 1-� \ INFO). TY TOP 8 BO TOM - _z of ya Q m ® / iE FASTENER Co)EACH 4"CUTSE 1/4-MAX FROM ON EC4 CONNECTION OTYPE BTO BASEO m r z d PIN GUIDE TO VERIFY ANCHOR SPACING IS ACCEPTABLE 13 -wmne� oho BUSHING WASHER V v v M M = m L ITYP.1I =+ E O "W N C TO FROM PIN I BUSHING WASHER(TYP.) Vl TYP. BOTTOM -^ o EXISTING W/NU MACHINE BOLT ILL^_y„1 STRUCTURE W/NUT(nl 2”OC I $� 19 CUT AT INTERVALS T ? EXISTING FINISH ORM CURVET.(SEE DETAIL MATERIAL I Co CONNECTION TYPE REFERENCE ANCHOR SCHEDULE OR MAX 6063%76 ALUM. CUT TO 1"x1"z t/B"8 1"z2"x1/B" SPACING E CI G(FASTENER F MATCH AND PROVIDE SUPPORT 6063-76 ALUM.ANGLE CUT TO Op CURVED TRACK SECTION DETAIL !� CUT SHUTTER EXTRUSIONS MATCH AND PROVIDE SUPPORT SCALE:3"= 1'-0" ONT AND BACK.WHERE OF CUT SHUTTER EXTRUSIONS __ , ONT OF EXTRUSION IS lul FRONT AND BACK WHERE NTINUOUS REINFORCEMENT FRONT OF EXTRUSION IS P2 NOT REQUIRED. CONTINUOUS,REINFORCEMENT 4' 4F IS NOT REQUIRED. Pl 00pprPPROVED MOUNTINGT �ONDITION,MINOF TWO PER MB-� APPROVED MOUNTING IN IECE CONDITION,MIN.OF TWO PER PIECE PPROVED FASTENER AND APPROVED FASTENER AND _ 15-2338 SPACING WITH A MINIMUM OF SPACING WITH A MINIMUM OF TWO FASTENERS PER CUT TWO FASTENERS PER CUTS PIECE PIECE MQ Dlf011►ROM� i r P1 TYP. SECTION FOR SHUTTERS P2 TYP. ALTERNATE SECTION FOR SHUTTERS 93 SCALE:3'- 1'-0' SCALE:3'- 1'-0' - i g A HOR SCHEDULE: CONCRETE iRANK L N:NNANLIO,P.E. 2 x 5 TVP. 11111 a PEOOs6549 2 x S(�OUTSIDE \\\ - 2.S"MIN EDGE DISTANCE TOP FLANGE ANCHOR(SEE SPACING ���N�'C L• (� G Scans Uo To 6'-0" spans Up To a'-8" S ans U To '-0" _PP;•'• LOAD CONN TYPE CONN TYPE CONNTYP SECTION X) O `�� LICENSE. _ ANCHOR ( Cl C2 tl U CS C6 Cl C:2 p G CS C6 Cl C2 p U C6 *;••Alp pE , 1/4"IYW TAPCON OR EUID 48 16.0"16.0"16.0"16.0-116.0"116.0"16.0"16.0'10.5"10.0"16.0"13.0"15.5'16.0" 6.5" 6.0" 9 ,, 9.0" O O O OD4654S _ ULTRACON WITH 1-3/4' 62 16.0"16.0"12.5"12.0"16.0"14.5"16.0"16.0" 8.0" 7.0" 13.0"10.0"11.0"10.0" 5.0" 4.0" 6." 7.0" EMBED(3192ps1 MIN CONC) 72 16.0"16.0"10.0" 9.5" 16.0"12.5"15.5.16.0" 6.5" 6.01' 9.5" 9.0" 9.0" 8.0" 4.0" 5.0 6.0 1 x 5 TYP. x S INSIDE 3 OR©HEADER� LL 110 14.5"14.5" 6.0" 5.5" 8.5•• 8.5" 9.0" 7.5' 4.0" 4.5" 6.0" 7.5" 6.0" 5.0" BOT.FLAN E gNCH�R ISEE$PACING %`� zoo 7.s" 6.0" s.0" 7.s" 6.0" 5.0•' 7.s" 6.0•' S.0" SECTION X) �'n •., A GF • ..F m,B m 1O.Sll 6.0" 1/4"M2LUENIUM .51. SIDE s2z)12 14 WITH CONCRETE)EMBED 72 16.0"16.0"10.5" 9.5",16. 10 0"135"14.5"14.5" 6.5" 6.0" 97.0" 2.0", 9.5", 8.•5" 7.0" 4.0" 4.0.. 4,5" 9.5" NOTE: "5"INDICATES ANCHOR 5(HEDCLOSEST SPAC NGENIN d'sO gL ENG; �W 10 lllllllll\ Z w U.. 110 13.0"13.0" 6.0" 5.5'• 8.0" 9.0•' 8.0•• 7.0" 4.0" 4.5" 6.0" 6.5" 5.5" 5" -Q �LIQ zoo 6.s•' 5.5" s.5" 6.5" s.s" s.5" 6.s" s.5" ;5 SPACING DIAGRAM FOR Cl CONNECTION TYPE: (� ga w NO_ - Cl CONNECTION TYPE USING PIECE 0 OR Q °n$m �E� 1/4'ELCO CRETEFLEX SS4 48 16.0"16.0"16.0"36.0"36.0"16.0"16.0'16.0"16.0"15.0"16.0"16.0'16.0"16.0"10.0" 8.5" 12.5"14.0" Z W/2•EMBED(3350psi MIN 62 16.0"16.0 16.0" -f6.0"16.0"16.0"16.0"16.0"12.0"10.5"16.0"16.0"14.5"13.5" 7.0" 6.5" 8.0" 11.0" (j,l W ti 9 i CONC) 72 16.0"16.0"15.5"14.5"16.0"16.0"16.0"16.0"10.0" 6.5" 12.5"14.0'12.0"10.5" 6.0" 5.0" 6. 9.5" Lu S g 110 16.0"16.0" 9.0" B.O. 11.5"13.0"12.0"10.0" 6.0" 5.0" 6.0" 9.0-110.0- 8.0" 5.0 4.0" 8.0'• 7 / COMBINATION i In me W W 200 10.0' 8.0" 5.0" 1.0" 5.0" 6.0" 10.0" 8.0" 5.0" 1.0" 5.0" 8.0" 10.0" 8.0" 5.0" 4.0" .0" 8.0" 2 x 5 TYP. 11 / 1 [OMBINATION w 1'MIN EDGE DISTANCE 9 / 0 COMBINATION p 1/4-ITW TAPCON OR ELCO Cl C2 p G CS C6 Cl C2 p G C3 C6 Cl C2 p CS C6 O � L7RACON WITH 1-3/4" 48 16.0"16.0" 7.5" 7.5" 16.0" 7.5•' 16.0"16.0" 5.0" 4.5" 16.0" 5.5" 15.0"iss, 9.5" BED(3192ps1 MIN CON, 62 16.0"16.0" 5.5" 5.5" 16.0" 6.0" 16.0"16.0" 12.5" 4.0" 10.5" 9.5"- 6.0'• •, BED(3192p51 MIN CONIC) 72 16.0"16.0" 4.5" 4.S' 16.0" 5.0" 15.0"15.511 9.5" 9.0"--7.5'• 4.5" ri 110 14.0"14.0" 8.5" 8.5" 7.5" 4.5" T. 6.0" 1 x 5 TYP. 2 x 5 TYP. 200 7.0" 6.0'• 7.0" 6.0" 7.0" 6.0" 1/4'MILLENIUM MI 48 16.0'36.0"13.0"13.0"16.0"13.5"16.d'16.0" 8.0" LS"36.0" 9.5" 11.5"11.5" 4.5" 4.0" 7.0" 6.5" NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING yI WITH 1.3/4•EMBED(3275 16.0 16.0^ 9.0^ es^ 16.0"los'14.0" •' s.d' 9s^ zs^ e.o^ 7s" 4s• s.o•' SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: w' e MIN CONCRETE) 72 16.0"16.0 IS" IS.S' 4.5 4.0" 7.0" �$ 110 10.5 10.5' 4.5" 4.0" 6.0" 6.0" 6.5" 5.5" 1.0" -9.5" 4.5" - C3 CONNECTION TYPE USING PIECE OO WITH OUTSIDE F « ANCHORS ONLY U)' 200 5.5" 4.5 5.5' 4.S' 1.5" 4.5" - C4 CONNECTION TYPE USING PIECE ®OR © WITH OUTSIDE ANCHORS ONLY $ = 3/4'ALL-POINTS$OU0.5Ei 1-1/4'MIN EDGE DISTANCE u ANCHOR W/7/8'EMBED 6 Cl C2 C3 C4 CS C6 Cl C2 tl C4 CS C6 Cl C2 Q G CS C6 =/n.m 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" 10.5"11.0" 3.5" 3.5" 6.5" 4.5" m (} �Y (30DOps1 MIN CONC) 62 16.0"16.0" 7.0" 6.5" 16.0" 8.0•' 13.5 14.5' 4.5" 4.0" 9.0" 5.5" 7.5" 7.0" 4.0" 3.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING 'g 72 16.0"16.0" 5.5 5.5" 16.0" 7.0110.5'121.0-13.5" 3.S' 6.5" 4.5" 6.0" 5.5 3.0" 3.0" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE S�y c °4w sa "� 110 10.0"10.0" 3.5" 3.0" 6.0" a.5" 6.0" 5.0" 3.0" 3.0" 5.0" 4.0" LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE(Pg 3). 'ti+'-"•._ W o 200 5.0" 4.0" 5.0.. 4.0 5.0" 4.0" 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, S 3'MIM EDGE DISTANCE ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1/4"ALL-POINTS SOUD-SET EpUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER R ANCHOR W/7/8'EMBED 6 Cl C2 tl G C5 CIS Cl C2 tl G CS C6 Cl C2 p G CS C6 THAN OR EQUAL TO SHUTTER SPAN. 1/4-20 SS MACHINE SCREW 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"14.W'13.0"36.0"16.0"16.0"16.0" B.S' 7.5" 11.0"12.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. O t (3000ps1 MIN CONIC) 62 16.0"16.0 16.0"15.0"16.0"116.0-116.0-116.0--IO.D" 9.0" 15.0"13.5"12.5"11.5" 6.0" 5.5" 7.0" 9.0 C - n 72 16.0"16.0"13.0"12.0"16.0"16.0"16.0"16.0" 8.S' 7.5" 11.0"12.0"10.5" 9.0" 5.0" 4.5" S.Y. 8.0-1 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 1`"lril •'xsQ 110 16.0" 4.0" 3.5" 4.5" 6.5" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER _ 200 8.5 7.0•' 4.0" 3.5" 4.5" 6.5 I 8.5" 7.0" 4.0" 3.5" 4.5" 4.0" 3.5" 4.5' 6.5" ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE 2-S/8"MIN EDGE DISTANCE CONNECf1ON TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4•POWERS 55 DROP-IN CONNECTION TYPE. W/1/4-20S BOLT AND 6. 6. tl G CS C6 Cl . tl U CS 3. 2. 2. tl I .S CS C6 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE _ 1'EMBED(3000ps1 MIN 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.0" 9.5" 16.0"13.0"12.0"12.5" 6.0" 5.5" 7.5" 9.0" ONLY. j CONIC) 62 16.d 16.0 12.0"11.0"16.0"14.5"15.0"16.0" 7.5 6.5" 10.0"10.5" 8.5" 8.0" 7.0" 1e�pC� 72 16.0 16.0" 9.5" 9.0" 16.0"12.5"12.0"12.5" 6.0" 5.5" 7.5" 9.0•' 7.0" 6.0" 6.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT @ q y 6 SID 11.0"11.0" 5.5 5.0 6.S• 8.5" 7.0" - 6.0" 5.5" 5.0" LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 200 5.5" 5.0" 5.5" 5.0" 5.5" 5.0" FINISHES. 1/4'POWERS SS DROP-IN 3-1/2"MIN EDGE DISTANCE 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS o S! � W/1/4-20 SS BOLT AND Cl C2 tl G CS C6 Cl C2 tl G CS C6 C3 C2 C3 U CS C6 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADE DATE WOOD FRAMING R ]'EMBED(3000ps1 MIN 4B 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.0"R.O']I6.O'jI4.O"13.0"13.0" 6.5" 5.5" 8.0" 9.5" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR CONIC) 62 16.0"16.0"13.0'12.0"16.0"15.5"16.0"16.0" 8.0" 0" 10.5"11.0" 9.0" 8.0" 5.0" 5.0" 7.5" SIDE CLO�URE PIECES.72 16.d'16.0"10.5" 9.5" 16.0"13.5"13.0"13.0" 6.5" 5" 8.0" 9.5" 7.5" 6.5" B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER iTp •� 110 12.0'11.5" 6.0" 5.5" 7.0" 9.0-17.5- 6.5" 6.5" 6.0" 5.0" 5.5'• SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4'(MIN.)WOOD STUD.3/4" Ki 200 6.0" 5.0" 5.5" 6.0" 5.0" S.S" 6.0" 5.0" 5.5" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING G SCREWS SHALL yy'' ••tl HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8 M M B@9 � 2'MIN EDGE DISTANCE t� !ie !12 SMS W/2-EYEWALL Cl C2 C3 G CS C6 Cl C2 tl CI CS C6 Cl C2 C3 U C5 C6 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN coPYR(1n IwlKLmaW�Pi ARMOR INSERT W/2-EMBED 48 16.0"16.0"13.0"13.0"16.0"13.V'16.0"16.0" 8.0" 7.5" 16.0"19.5- 14.5"15.0" 5.0" 4.5" 9.0" 6.5'• BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER (2000P61 MIN CONIC) 62 16.0"16.0" 9.5" 9.0" 16.0"10.5"16.0"16.0" 6.0" 5.5" 12.5" 7.S' 10.5' 9.5" 3.5" 3.S" 5.5" 5.0" HEAD(SIDEWALK BOLT),U.O.N. 15-2338 r 72 16.0"16.0" 8.0" 7.5" 16.0" 9.5" 14.5"15.0" 5.0" 4.5" 9.0" 6.5" B.S' 7.5" 3.0" 4.5" 4.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 110 13.5"13.5" 4.5" 4.0" 8.0" 6.0" B.5" 7.0" 3.0" 4.5" 4.0" 7.0" 5.5" 3.5" 3.5" a DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, P�°E DESOLIPTION: EE 200 7.0" 5.5 3.5" 3.5" 7.0" S.S' 3.5" 3.5" 7.0" 5.5" 3.5" 3.5" NUT OR WASHER WINGNUT. - 2t t12 SMS W/2.75'EYEWALL 48 16.0 16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.5'11.0"16.0"14.0"16.0"16.0" 7.0" 6.S" 11.5" 9.5" 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 93 ARMOR INSERT W/2.5' 62 16.0"16.0"13.5"13.0"16.0"15.5'16.0'16.0" 8.5•' 8.0" 16.0"11.0"13.5"12.0" 5.5" 4.5" 7.5" 7.5" EMBED(2000Ds1 MIN CONIC) 72 16.0"16.0"11.0"10.5"16.0"13.5"16.0"16.0" 7.0" 6.5" 11.5" 9.5" I3.0" 9.5" 4.5" 4.0" 6.0" 6.0" 11. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO 110 16.d'16.0 6.5" 6.0" 10.5" 9.D" 11.0" 9.5' 1.5" I.D" 5.5" 6.0" 9.0" 7.S" 3.5" 3.0" 4.5" 5.0" DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL O 200 9.0" 7.5 3.5" 3.0" 4.5" 5.0" 9.0" 7.S' 3.5" 3.0" 4.5" 5.0" 9.o" 7.5" 3.5 3.0" 4.5" 5.0" CONCRETE SCREWS TO HOLLOW BLOCK • • 6111114RE618M CONN TYPE CONN TYPE CI.S.-U To W-ON Spans Up To 8'-B' EM �1 3"MIN EDGE DMANCE ■mm©0©m0O©0000©m0©mm©00000©�mm0m0©0©m �. //.%///%///%%//MMMMMM®MMUMN�®�®��®�� I�� MI1KM%/////,000.mmm® MKM0 / M • �mmmmm�'// mm®m%///%%//%i�m mmm'///////,%//%'///////,%///%imm'//////%///%%///%%///mm%////%// '////%i'//////® • %/////'//////mm®m%////r%////K7m®m'///////,%///// m • . • • • III Z44 • MM © 1-2/4'EMBEDm��%rim is/�®Kgi/i/a;ilii loll/ii nilgai iiia ®�n��miia%iiaa,®aiai%ia/iii i . .. . m� jaiM®���� - aaloll®®ilii iaiiiai iiai/a iai,ii/ ai,iai iai,iaiiiai iaiiiai/aaiiai [EUmm®m%/////��%///% %////'%// MEN�// i//%i///,:i//%i////%///%/////i/////. is////,'i/ ��%/ ��i iW//%i//%i///IV////i////i///%i////%///a%//a�i/////.%/ - m%///%%////%/////'///////,%////%//ai%/////,%/////%///%%//%%///%%//%'//////%///%'//////%///%'//////%////%////%///%%////%///%%/////%///%%//%i'/////%%////////////%%//%i'////// ANCHOR W/1-1/4'EMBED m�mji%%///mmm%///%%/N%///%%///%//%%//%i'/////%%///MMmm�m %/////.'%/ EM m%////,%//ai%///%//ai%/////,%//ai%///%///%%/% ■mmDO©m©©000000000©02"MIN EDGE DISTANCE 00000©m0©O0 ai%/////.MMEMm�®®mmmm[�1%//%%%////® ■ � Im%/////, %/////%/////%//// ■0000©0©©0©0000©0000©000©mom©0© ������ , 3"MIN EDGE DISTANCE ��m®�mmmm®®m%//01/0////////a/ ���///%//.%///////,/ ®®mm��lmmM/l//.mm Viii i�ii�/ai //// /x VON OEM// ® 11 `111Jim FRAW I.1013001MADO,P. �```_P?�•UCE 'H tai, _. NO e WOOD (G=0.55) ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) ANCHOR SCHEDULE: ';'�'••..;2p�p�•,..• • �t�� gN 3/4"MIN EDGE DISTANCE \,. V 2^MIN EDGE DISTANCE W 4N SDa�S UD TO 6'-0" SDa c UD TO B'-B" S na I�j- D LOAD Spans UD To 6'-0" Spans UD To B'-8" Spans UD 70 13'-0" tj CONN TYPE CONN TYPE CONN 11 j 1 Z Q j U O ANCH00. CONN TYPE CONN TYPE CONN TYPE O ANCHOR x CI C2 tl C4 CS CI C2 C3 C4 CS C1 C2 C3 C4 CS s �48 5. 5. tl C4 cs Cl C2 tl C4 C5 CI C2 tl C4 CS 1/4'LAG SCREW WITH 1-3/4 48 16.0"16.0"11.5'31.5'36.0"16.0"16.0" 7.5" 7.0" 36.0"16.0"16.0" 4.5" 4.5" 15.0" m 1/4•POWERS TAPPER+W/ 48 15.5"15.5" 6.5" 6.5" 15.5'10.5"10.5" 4.D" 4.0" 10.5" 6.0" 6.0" MIN THREAD PENETRATION 62 16.0"16.0" B.S' B.5" 16.0"16.0"16.0" 5.5" 5.5" 16.0"16.0"15.5' 3.5" 3.5" 9.S' Z Ory O^�w 1-1/4"EMBED 62 12.0"12.0" 4.5" 4.5" 12.0" 7.5" 8.0" 5.0" 4.5" 4.0" 72 16.0"16.0" 7.0" 7.0" 16.0"16.0"16.0" 4.5" 4.5" 15.0"14.0"12.5" 3.0" 3.0" 7 S' W W 72 10.5"10.5" 4.0" 9.0" 6.0" 6.0" 110 16.0•'16.0" 4.5" 4.0" 13.5"14.0"12.0" 3.0" 2.5" 7.5" 11.5" 9.5" 2.S" 2.0" 6.0" N r s=uuzi 110 S.5" 5.5" 200 11.5' 9.5" 2.S. 2.0" 6.0" 11.5" 9.5" 2.5" 2.0" 6.0" 11.5" 9.5" 2.5" 2.0" 6.0" u 200 . 7/16'WOOD BUSHING WITH 48 16.0•'16.0" 9.S' 9.S' 16.0"13.0"13.0" 5.5" 5.0" 13.0" 7.5" 7.5" 3.S' 3.0" 4.5" O W 3 m#12 SMS W/2"EYEWALL 4B 16.0"16.0" B.5'• B.5'• 16.0"13.0"13.0" 5.0" 5.0" 12.5' 7.5" 7.S" 3.0" 3.0" a.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" 4.0" 3.5" 6.5" 5.5" 5.0" 2.5" 2.0" 3.0" .'Di ARMOR INSERT W/1-1/4" 62 14.5'14.5" 6.0" 6.0" 14.5' 9.5" 10.0" 4.0" 3.5" 6.0" 5.0" 1.5" 3.0" Lj S5 MACHINE SCREW 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" 2A" EMBED s 72 12.5"12.5" 5.0" 4.5' 11.0•• 7.5" 7.5" 3.0" 3.0" 4.5" 4.5" 3.S" O 110 7.0" 7.0" 3.0•' 2.5" 4.0" 4.0" 3.5" 2.0" 2.0" 3.5 3.0" 110 7.0" 7.0 3.0" 4.0" 4.0•' 3.5" 3.5" 3.0" 8 200 3.5" 3.0" 3.5" 3.0" 3.5" 200 3.5" 3.0" 3.S• 3.0" 3.5" 3.0" 3 t14 SMS t14 WOOD SCR 48 16.0"16.0"13.0"13.0"116.0"116.0"16.0" 8.5" 8.0" 16.0"16.0'•16.0'• 5.0"Olt WITH 1-3�4WMIN THREAD 62+16.0"16.0" 9.5" 9.5" 16.0"16.0"16.0" 6.01• 6.0" 16.0"13.5'12.5• 4.0" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK PENETRA77DN 726.0"16.0" B.0" 7.S' 16.0"16.0"16.0" 5.0" 5.0" 12.0"11.5"10.0" 3.5" 110 116.0-116.0" 5.0" 4.5" IO.S'11.0 9.5" 3.0" 3.0" 6.0" 9.0" 7.5" 2.5" 4"MIN EDGE DISTANCE 200 9.0" 7.5' 2.5" 2.5' 4.5" 9.0" 7.5" 2.S' 2.5" 4.5" 9.0" 7.S' 2.5" G Spens UD To 6'-W Spans UD To 8'-B" Spans UD TO 13'.0" g oANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE a t (°� C1 C2 tl C4 CS Cl C2 C3 a C5 C3 C2 tl C4 CS ANCHOR SCHEDULE: WOOD (G=0.42) �Z 5/16'ITW TAPCON XL W/ 48 16.0"116.0"16.0"16.0"16.0"16.0"16.0'•16.0"16.0"116.0"16.0"16.0"10.5" 9.S" IS.S" m<m 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"MIN EDGE DISTANCE 72 16.0"16.0"16.0"15.5"16.0"16.0"16.0"10.S" 9.5" 15.5"14.5"12.5' 6.5" 5.5" 8.0" g ri Spans Up To 6'-0" Spans Up To 8'-8" Spans Up To 13'-0" m 1:2 110 16.0"16.0"10.0" 9.0" 14.0"14.5"12.5" 6.5" 5.5" 7.5" 12.0"10.0" 5.5" 1.5" 6.0" rn O LOAD CONN TYPE CONN TYPE CONN TYPE may, E 13 OR 200 12.0"10.0" 5.5" 4.5" 6.0•' 12.0"10.0" S.S" 4.5" 6.0" 12.0"10.0" 5.5" 4.5" 6.0" 0 ANCHOR (Pso Cl C2 tl C4 C5 Cl C2 tl G CS Cl C2 tl CA CS '�-'•� . D 5/16•ELCO ULTRACON W/ 48 16.0"16.0"13.S"13.5"16.0"16.0"16.0" 8.0" 7.5" 16.0" 9.5" 9.5" 6.0116.0"116.0" E 555 O 1/4"LAG SCREW WITH 1-3/4 48 16.0"16.0" 9.0" 9.0•' 16.0" 6.0•' 5.5" 3.S• 3.5" 2-1/4'MIN.EMBED 62 16.0"16.0" 9.5" 8.5" 16.0"12.0"12.5' S.5" 5.0" 8.0"16.5" 6.0" MIN THREAD PENETRATION6.0- S., O g 5 62 16.0"16.0" 6.5" 6.5" 16.0"16.0"16.0" 4.S' 4.0" 13.5'11.5"10.5" 2.5" 2.5" a c 3 72 16.0"16.0" 7.5" 7.0" 14.0" 9.5'• 9.5" 72 16.0"16.0" 5.5" 5.5•' 16.0•'16.0'•16.0" 3. 3.5" 10.0'• 9.s" 8.0" 2.5" 2.o" 5.o" °1 R S 110 8.5" B.5" 110 15.0"14.5" 3.5" 3.0•' 9.0" 9.0" 8.0" 2.0" 2.0" 5.01' 7.S' 6.0" 2.0" 4.V O 200 200 7.5" 6.0" 2.0•' 4.0" 7.5" 6.0" 2.0•' 4.0'• 7.S' 6.0" 2.0" 4.0" r 2"MIN EDGE DISTANCE s14 SMS s14 WOOD SCBE 48 16.0"16.0" 9.5" 9.5" 16.0"16.0"16.0" 6.0" 5.5" 16.0"11.0"11.5" 3.5" 3.5" 7.0" ^ O OR 1/4'SOWERS TAPPER+ C1 6. 0. C4 CS CI C2 tl C4 6. 2. C2 tl CA CS o 62 36.0"16.0" 7.D" 6.5" 16.0"1f.0"35.0" 4.5" 4.0" 9.5" 8.0" 7.0" 2.5" 2.5" 4.5" d X12 SMS W/2'EYEWALL 48 16.0`16.0"10.5"10.5"16.0"16.0"16.0"16.5"16.5" 16.0"I2.5"12.5" 4.0" 3.5" 7.5" o WITH 1-3/4'MIN THREAD PENETRATION 72 16.0"16.0" 5.5" 5.5" 16.0••11.0"11.5" 3.S' 3.S' 7.0•' 6.5" 5.5" 2.0" 2.0" 3.5" ARMOR INSERT W/2'EMBED 62 36.0"16.0" 7.5" 7.5" 16.0"15.5'16.0" 5.0" 4.5" 10.5" 9.0" 8.0" 3.D" 5.0" 3 �iRaDgyy�lpty 110 10.5"10.0" 3.5" 3.0" 6.0" 6.5" 5.5" 2.0" 2.0" 3.5" 5.0" 4.5" 2.0" 2.5" 72 16.0"16.0" 6.5" 6.0" 16.0"12.5"12.5" f.0" 200 5.0" 1.5" 2.0" 2.5" 5.0" 4.5" 2.0" 2.S' S.0" 4.5" 2.0 2.5" 110 11,5"11.5" 4.0" 3.5" 7.0" 7.0" 6.0" 3.5" 6.0 S.0" 3.0" 200 6.0" 5.0" 3.0" 6.0" 5.0" 3.0" 6.0" 5.0" 3.0" d ANCHOR NOTES:SEE SHEET ODP1WotffFlWKLOFxwnoo va 10 FOR ANCHOR NOTES. 155_2338 scilm E PAGE P9KRIPTION: 3 FRANK L BER ROUND WINDOW ��1111 BE/y � PE0046549 NARD-r-.1; rA55EMBLY n �' or- EDGE OF ACCORDION 12"MIN FROM `tk No PE004654 Q/ SHUTTER BLADES EDGE OF SHUTTER, EDGE OF ACCORDION _ 0.125' TOP OR BOTTOM SHUTTER BLADES * 'IC 4 0.125' 0.032" 0.032' -1- _ Wzµ�f STATE OF ON� 0.196' puo - i� '••FLORID!:.•'• i wlan i '' `` 9zo ''csS�ONAL�� W -�' $ m lL 450 ; 11 u C Eta Li � OO W O 2.875'0 HOLE TO RECEIVE ROUND 3.5'MIN Z Q �Ij