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HomeMy WebLinkAboutProduct Approval JOB ADDRESS 5404 Suson Lane Fort Pierce,FL 34951 + + WIND SPEED 160 EXPOSURE o FBC- 711 Edition These Tables Are For Windows, Doors and Shutters in One and Two Family Dwellings Doors and Windows Installed In Buildings with a Mean Roof Height of 30' or Less Located in Exposures B, C or D. Table R301.2 [2] altered per R 301.2.1.6 of the F B C Residential. COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF] 160 mph wind speed zone is east of 195 and 160 mph is west of 195,per current I.R.C.Wind speed map 160 Exp. B 160 Exp. C 160 Exp. C 160 Exp. D 160 Exp. D One Story Two Story- One Story Two Story Zone 4 +27.6 +33.4 +38.7 +40.6 - -+45.9 -30.0 -36.3 -42.0 -44.1 -49.8 *Zone 5 +27.6 +33.4 +38.7 +40.6 +45.9 -37.0 -44.8 -51.8 -54.4 -61.4 150 Exp. B 150 Exp. C 150 Exp. C 150 Exp. D 150 Exp. D One Story Two Story One Story Two Story Zone 4 +24.3 +29.5 +34.1 +35.8 +40.4 -26.3 1 -31.9 -36.9 -38.7 -43.7 *Zone 5 +24.3 +29.5 +34.1 +35.8 +40.4 -32.5 -39.4 -45.5 -47.8 1 -54.0 *End-Zone 5 is-NEVER less than 4 ft. Pursuant to the recent Declaratory Statement(DS2018-072)provided by the Florida Building-Commission, Window/Door Permits and Renovation Permits that are Less than 30% of the Building's Value will be Exempt from complying with the Florida Energy Code per Sections C101.4.2&R101.4.2. This includes Exemptions from the Solar Heat Gain Coefficient and U-Value Requirements. If the value of the-Window/Door Permit or Renovation Permit is greater than 30%of the Building's Value,the project will need to comply with the Florida Energy Code per Sections C 101 A2&R101.4.2. "NDOWSAND DOORS: Remove existing windows and doors, secure existing"bucks prior to installing new windows or doors. Have product approval available at time of inspection. Glazing in hazardous locations must comply with R308 of the FBC Residential SHUTTERS. Install shutters per R301.2.1.2 of the FBC Residential and have product approval available at time of inspection. NOTES. Per Florida Building Code Existing 707.4(1), shutters or impact-resistant glass is required when more than 25% of the glazed openings are replaced within any 12-month period. Means of Escape must be provided/maintained per R310.4 of the FBC Residential. Miami Dade or Florida Product Approval# FL13757-R7 s.. EY fit r , , F Business ► Professional Regulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map Links'I Search .d F1 n . Product Approval \ ' ,USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail I FL# FL13757-R7 ,�✓ /` WE® F® Application Type Revision _ E �+ c V 2020 E _Code Version �owA�LI��V Application Status Approved C®®�`jlF COUNTY Comments ST. L ®CC Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale,FL 33309 (954)493-8551 tomj@t'c-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 v11e co��p e", 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 and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By ORLANDO L. BLANCO,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R7 COI INDEP123.pdf 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 Certified By Florida Licensed Professional Engineer or Architect FL13757 R7 Equiv EQUIV123.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/12/2020 Date Validated 08/13/2020 Date Pending FBC Approval 08/22/2020 Date Approved 10/13/2020 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 R7 II DWG1.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 R7 AE EVALI.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 Approved for use in HVHZ:Yes FL13757 R7 II DW132.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 R7 AE EVAL2.pdf 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. Limits of Use Installation Instructions Approved for use in HVHZ: No FL13757 R7 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 R7 AE EVAL3.pdf anchorage,etc. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copylj0ht 2007-2013 State of Florida.::PAvacy 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 emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 'Credit Card Safe Igl a y slgne y FRANK BENNARDO PE 6. 8 ACCORDION S H U lT E R ,ti, PEx G04654wm.�B9B Frank Bennardo Date:2020.08.12 FOR USE WITHIN AND OUTSIDE THE HVHZ `�' •r 21:21:11-04'00' TABLE 4 TABLE 1 TABLE 2 MINIMUM SEPARATION FROM GLASS ALLOWABLE SPAN SCHEDULE _ MINIMUM SEPARATION FROM GLASS TABLE 3 NON-HVHZ [9 ID N FOR USE WITHIN THE HVHZ FOR USE WITHIN THE HVHZ ALLOWABLE SPAN SEE NOTE BELOW 0 7 HVHZ HVHZ SCHEDULE MINIMUM SEPARATION MINIMUM SEPARATION o W m 3 E POSITIVE POSRiVE WIND HVHZ FROM GLASS NON-HVHZ rn WIND LOAD LOAD WITH NEGATIVE POSITIVE POSITIVE FROM GLASS W VJ U j Pi, DESIGN WITH CENTERMATES DESIGN SHUTTER ffnn W U. NAND LOAD INSTALLATIONS INSTALLATIONS DESIGN SHUTTER V,'W VI WIND UNIMATE zs ALL PRESSURE SPAN VE AND INSTALLATIONS INSTALLATIONS W uh 530'ABOVE >30'ABOVE DESIGN PRESSURE SPAN W�o Y,9 oc LOAD(PSF) ,� O MOUNTING (PSF) WIND NEGATIVE WIND (PSG 5 G ABOVE >G ABOVE Z I w W U m u I � OR 31 8 u GRADE GRADE LOAD ALL GRADE GRADE ��((11 F1�I I->Q= O O CONDITIONS" 8N.) (IN.) LOAD MOUNTING ON.) (IN.) L9 I 42Q W A. OR�� 8 sa 293 156' 5.7" 3.S CONDITIONS" 60" 3.1' 1.1' ZX' 23.9 156' 156" 158• 60" 3.0" .1.1" so.0 158' 99"' -'-3.1 1.4" N L] uzi z C� 25.0 154" 156, 156' 39 U1 u m W 5 99" 3.0" i 1.5" 55.0 155" 129 3.1" 1.9" - U W S c 30.0 147• 156" 156" 30 --- 35.0 142" 159 158' 120- _ 3.0- 1.9 ( 156" 5.8' 3.5" f( N W V w 35.0 13T 145" 156' 156'' S.T -­3:5.- 65.0 143• 60" 3.1' 1.1" r'r O W l7 60' 3.0" 9 1.1" 70.0 137" 99" 3.1' 1.5" 7 b O 45.0 133' 141' 156" a H d 99' 3.0" 1.9 75.0 133' 108"- 3.1' 1.8" 50.0 129" 137" 156• d 40 - '� 55.0 126• 134" 155• 40 108• 3.0 1.8" _80.0 - 128• 120' ) 3.1" 2.Y 60.0 124" 131" 148' 120' 3.0" 9 2Y 85.0 125' 132' S.8' 2.r 65.0 121" 129 143' 132'' S.T'- 2.8' 90.0 12l' 1Sir 5.8" 4.3" 70.0 119' 126" 137' 145' S.T 3.5' 95.0 118' fi0" 3 1" i 1" m _ 60" 3.0" 1.1" 100.0 115, 89" # 3.1" 1.7- 75.0 117' 12C 133' .+ 80.0 "99'-" ---3:0"' --"-1:T 0--- 105. 112' 108° ? 3.1" 20' 115' 12T 128' I'- 85.0 113" 129 125' 50 108' 3.0" 2.0' 110.0 110' S0 129 3.1" 2.5' bw�yl 3.0" 2.5' 115.0 107'- 13T # 5.8" 3.1' Wo 112" 118" 1216 120' ��J_ ✓# 95.0 110" 117" 118' 1137- S.T 3.5' 120.0 1 105' 156' 1 5.8" 52' Imo„ m 100.0 109' 115" 115' 80' 3.0" 1.T 125.0 103" 60" 3.1' 1.1' re 99" 3.0" 1.9" 130.D 101• 99" 3.1" 1.8' $$ 1os.o mr 11T ttz so O� m 135.0 99' 60 a! 110.0 106' 110" 110' 108' 3.0' 22' 108" 3.1' 21' O z DO< 2 115.0 105' 10T' 107' 131• 5.T 3.5' 140.0 95" 129 3.1" 2.7• U 120.0 104' 105" 105' 60' 3.0" 1.2' 145.0 92" 148" 5.8' S.0' 1 E F 6 125.0 - - 103' 70 �• 3.0" 1.5 150.0 89' 60' 3.1' 1.1 (� IA 130.0 - 101• 99 3.0" 2.0' 155.0 Be" 84• '3.1"' 1.5" -- /1E 313 135.0 - - 99" -_126" - S.T' --, 3.5• •160.0 83' 70 99 3.1" 1.9" c m -140.0 - - - - - 95'- 60' 3.0" 1.Y 165.0 81' 120" 3.1' 3.0' w v g 84' 3.0" 1.7' 170.0 78' 137- 1 5.8" 4.5- ry 150.0 - - 89" 9U 89 3.0" 2.3' 175.0,_ _76• _ 60" 3.1" 12" }•� yg 155.0 - 89 118' 3.5' 3.5' 180.0 74' 84" 3.1" 1.6" I� 2 160.0 - - 83" 60" 3.9 1.3" 185.0 7Z" 90 99 1 3.1" 22" L 165.0 - 81' 110 84" 3.0" 1.8" 190.0 70" 12D" 3.7" 3.6' E 170.0 - - 73, 99" 3.0" 2.5• 195.0 68" 121" 5.8" 3.7" 175.0 - - _ 76' 110, 3.3" 3.3' •0 66- 60 3.1" 12" 180.0 - - 74" 60" 3.0" 1.3" "FOR BUILDOUT MOUNT MAXIMUM 110 64" 3.1" 10 5 185.0 - 7T 120 84" 3.0" 1.9' 99" 3.1" 2.5' _ .$ SPANS AND PRESSURES,SEE g e 190.0 - - 70" 105' 3.1" 3.1' TABLE C ON SHEET 6/13 119 3.3" 3.3• 195.0 - 68• 60" 3.1" 1.2" Q FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE M LL ��m 200.0 - - 66" TABLE C ON SHEET 6/13 120 99,E ) 3.1 1.6" x 5� 3 _ 99' 3.1' 2.8' z z 999 10S 3.1" 3.01 rc 3 3 m o m¢u TABLE 1 AND 2 NOTES: - TABLE 3 AND 4 NOTES: 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD '_ 1. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND COUNTY FLORIDA. BROWARD COUNTY FLORIDA. cye 5 ¢ 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN - - 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN SCHEDULE"ABOVE ARE I e SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN - MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 6. PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. n- 3. SEPARATION FROM GLAZING IS NOT REQUIRED IN WIND ZONES 1-3 UNLESS LOCAL M r � 3 3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND �) MUNICIPALITY ADOPTS ADDITIONAL CRITERIA. m OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: �\ 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER 1T IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE ,,V., BEING REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR WPYPICRTFRAWLBFMA RE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR - _ CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD. 20-26156 THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES ,: S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE BETWEEN THOSE INDICATED ABOVE,THE DESIGN PRESSURES FOR THE NEXT HIGHER '8 SPAN SHALL BE USED. PAGE DESCRIPTION: HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN - VISIT ECALC.IOI26156 ❑ r❑ PRESSURES ARE AWAY FROM THE HOST STRUCTURE. ■ ■ 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT HURRICANE PROTECTION FOR NF08MA P NA )UEVIATIDO o PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, BMOREINFORMATIONABOUTT/ISDOCUMENT ti 9q{ THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL oRscaNTRISGR coOE S " BE USED. VISR ENGINEERINGE PRESS.CO- IN •■ FORAOORIONAL PLANS,REPORTS.RESOURCES o � , vaArvKSErvnARoo,vE PE#0046599 CA#9885 O N u U GENERAL NOTES: w� "u-��`A M o -3992C 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING _ VAR'_�S - ND LIN,IT �� W j sz CODE SEVENTH EDITION(2020),FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ---------- - -- -- k ¢gig" ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE �Q pL m i (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D'.SEE PRODUCT EVALUATION REPORT FOR MORE ZX rcN O�17w NFORMATION. SECTION Will ou i^Ww El 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE w^®� o DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE ayn d REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA t I 3 3 z TRACK r c w 6 BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE 31 t j D 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. 9 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 3 2 Cj SAFETY FACTOR. 1 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND m ZONES,IN ACCORDANCE WITH ASTM E1996.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL z W. r e PLAN CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. ¢_j j m 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND ? ni VIEW � LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7-16,A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. o M B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC T IIj EI I �.s w m $ 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME' -m t '_ I PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15 ¢ , t i I 9 C E f F OF THE FLORIDA ADMINISTRATIVE CODE. I 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE w CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR 33 S 1 VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM rn a THE STRUCTURAL SUBSTRATES DETAILED HEREIN. a 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING rO OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED,DATED AND c h SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE �- Y —BDT T I=H TRACK $ DEVIATION,.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: E TOWN&COUNTRY INDUSTRIES L03CKING MECHANISM SEF FORT LAUDERDALE,FL 9LB MISSILE LEVEL D-ASTM E1886,E1996&E330 TYPICAL LAN VIEWS W 6 TAS 201,202&203 i ?t a FLORIDA PRODUCT APPROVAL NUMBER s 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCORDION 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A SNU SHUTTER ELEVATION 3 MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 N T.S. S2�� ALUM.ALLOY. 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR l .: k' "€ $ BOX LOCK AT CENTER OR SIDE CLOSURE. 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. How 17. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. u 18.. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". }}Iy = 19,.,'ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. Ie ii 20,: SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. - R E' $ 2I. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE C0F1RWFMWLSa&V WPF. ABOVE-NOTED BUILDING CODE 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING 20-26156 REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE SCALE: BACK OF THE SLAT FACING OUTWARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PAGE DESCRIPTION' PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND E NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 23. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK oc. IRtANK BENNARDO,PE PE#0046549 CA#9885 2.874" '• PRD,r CTtX VAR:rs 361p' 19941, =3�*»a��`.�: .115" 9 4.874' MAX. 2-7 2•' 8 t.i - ,ol 125"' .1825" 0_68 .-8 1.825" -" p .90T ,_99 2.908__ *;I � 7 1 $ N oo a.7oe�px � 7 s' 14 �_ 14s na�a\ r825• I ti 3,. ._ ., d .708' ! id n' 'I i cv - 0 °:� ,143'_ f .:19 $ aJ 099 ,� 'q5••' 7-95" i 00 6 q y 5 1. I 143 _ ��195 �1 d� Id �g��.19�`•5"z: k -*•-'C ,[ .I 43a m't v o N 0 66868.. p, .G '� O' L-`9�g ' 6. ' •7- �1 i '9 a• �',-- I1 0 I ,4 I � on z ~a £ i �o^_ �62'' cv ( w m o s p I �-06z, ��b�6z � �.o9s 062Ii1 }� � ' ¢��n:��LL�!�8u 62 1:200 .062';64' 30.9 B,y�-pgz'• 2 0" m B 630' agag .200 J in } 6 .630' °i .200'I YYY9"_X Wit+! LLSA X;a,� . .ofi2:' �. t1 1 W - 91 J m 60B9630 2.520' , .b:o6 .58B.� X .{ Zti1.o x 69 1 a _ ..250• 9T." 630' 510' �.wwUm�a .971" 971" 095" q-.095' 1.708" '�t- }- 2.748'69 d 2728' I ;f I 1 -ad .97�". .030' 2.748' .---- 2.822" M wzE . 1:2 0" 1. 0" 1.250" 1.200 .095=I Or a+ m '� Z X MAX. �, 3 610'• (]�t{,I'.ON J e.zw Oiw"®i Oj WALL O€3J 0 OUT WALL O q ,AVY 2-LEG 'WALL 4 'ITE 2-LEG WALL i?cAVY DEADER S9 6 iE ?iEADER/SILL w� Az SCALE:I1ALF S1Z I SCAt_= HALF SIZE 3 SCALE,:.A�� S:ZE O'SCAL+=:HALF S1Z£ SCALE?"ALP SIZE SCALE:HALF SIZE S / O Ill �❑ E' WI-IFRE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL RUSIO 2.655' LL 7 300•, 1.825' a 875'- ?395' } 1.230' `^ i .-82s.• - 3" 2:C95"' .588' v. t€ LL o 3 - .1 2.655' 2.365' v+'�Y .510' ...460' fioo- � :}--.s1o•' 'Q �`- -;I .`7-1 nI m� 3 a 'OC2n t �, '. I� i . . X- 5,1 - -1 =U <O tt BB (v� m .4Do" ,;f 9 mNp 7 a1 '`-1 :OS' E m c N k.895' Ll o�, m - ' �i I 6_ aril N ,.r m .0 1 r� ZU k w -N; TYP '^ I I t m o s -xr.060', y N¢ m� z f 1 0 1 I TY5 t N S Si N f t^.li v U Q - a 1 "3 �.105•:. 4 1230" a i t.069 a 9 X¢ ii 621 l !,1 d •(-�--�'.621' __"` -875" TYP.. ,3.635" n aa i.985' "781' y S 2.300" 4,510" - I: ,I`-- 4.510' �, 2.195' t o^4.510'- � E O= 4 - i .250 i' 2 - - op s a Oj SILL Og S3LL,ADAPTER 10 EXTENDED SILL ADAPTOR 11 MID SILL 1z M'D SILL ADAPTOR 0 a SCALE:HALF SIZE O EXTENDED SILL SCALE:HALF SIZE SCALE:BiALF SSZE SCALE HALF SIZE ,L SCALE:HALF SIZE SCALED.iALF'SSZZ 0 1:994" E 4.603 ,. 30.225` 314" 9925" { L.140.. '2_ .143" 1,7 .��.. .258 .297 4 �195- .wiOR l I 3 .030R .054" _� kA`0 2•• D^ `.143'�, Q �a6 1.fi25" q.. Y'io 3.4.u'�, �062.� u zi a .3 I .' 6.8 SLAT _ vE a7 6.8 STARTER. 1.133 I.6 2a.630 .o6zoo 'm SCALE:i-ALF'SIZF SCALE.-HALF'SIZE " o, .3 .0 a•-{a- u^ 1.250 p 9.9 3 ( 4. 16 RADIUS-CEWNG HEADER/SILL 0 4.502„ .310'gg000�g I o`T. SCALE:HALF SIZE ae d6fi-•OBO' WPYWQRFRINIL BEt&VAP00 PE r:227" ll i.054• iJ i 20-26156 SCALE: - - PAGE OESCIRUMON: E 14 CE?LING DEADER/SILL 15 6.8 STACK/CONECTOR SLAT/BLADE SCALE:44ALF SIZE. SCALD:HAL=SIZE , 94 FRANK BENNARDO,PE .3750 PE#0046549 CA#9885 1.9501, 410=24 THUMB .�-.+280 i.Iti.125' 2 Iu SCREW. # -STAiNLESS'STEEL :• !9-- o c ASSEMBLY f1-km 3200 HOLE ❑ I i a- o' �F t ..m �l + I si uo+i,zi vo+' C o-+, 050" t NYLON b HEEL .240" _ W m O s N Fi' uu { _...: 5' MAX.... L crtY OTHER 750^ Q� vr.. vi 20 RECESS•SILL FOR'USE WITH I!]Ptnnf 7LL "m INSIDE JOINT AT TOP, .870 ��+J1 LLN �w 3 AND ONLY (Ys.4 -SOLID S.NICHi1.PLATED Zft O =F m n O ANGLE SCA_t:HALF:SIZE ® _� wW U�m 19 S?.11JE ROD 22 fiROLLER ASSEMBLY HOUSING-ZI DICAST,POWDE:.R COA7ZD fI111 (�>W E� S CAL'E:.HALF_SIZE 21 .SCA^_s:EiA^�F 51Z£ NO MAY BE KEY OPERATED OUTSIDE OR THUMB LJ�L OL m q�q z NYLON WASHER O SCALEIHALE SIZE TURN OPE ZKry O,A Cdw O y J W w OR ALUMINUM _ 250' BRASS PUSH LOCK wXu o3 LL V z to (NYLON,BUSHiNG- t OPTIONAL) 7C4I - SCALE:HALF SIZE. yy� t NW w S 7 2" ±f -I D IJU O m OUTER SCREW ANY#14 357' �Q7 S 4Cu.. y 2.642" U SS(ANY LENGTHAA.EAD SRO. 500' X 12.405" r a STYLE) ,"� 2.216•' r c ` 14 x 2 3/4 410 HT S.S. `INSETS SCREW W/ m,1062-}Y-�1 Ln ml u�i U INTO TC ULTRACOTE,cb ATvgG {`�i.�-{ 2:250' '. 333 0 �?• '.:100" ,! m T I' TtlACK (T P TOP&BOTTOM) g .154".'Y-`X .137' .NYLON BUSHING W/WASHER: 1 250" '16"0 x 1/2" IN ERIOR LOIN. TOP- c .. Y-r.224' 7/ T RIOR JOINT BOTTOM - - �. m t m E97IiER CAN 3E'USEO. 26 BOX CE iTER INSET �, 2.750' t- 2;cOs' .. ���`� / - ,?c Q o OUU i ,NG ASSEMBLY DETAIL C + 7 I SCA_`c::-tliLF;SIZi r t .190"-j+ 24 ` 27 RA1NGt3ARD 2g O�CORA't1VE FLOOR TRACK c n m SCALE:1 A�e.s�z£... _ ._ NSIDE C" - SCALE:ttAi.F StZE SCALE+{'ALF SIZE � -EN Ti MATE O z a .623: 97 fl' 21 251 SCALE.a A 2 SQE .236' .286'• .. D .2J02" 34 I .'� L a n ..T O" a JZ-=1`--i.224'. 267' n ...n0' -. 1 2.465" i .443'- .443) o o. .o _ ' 3 2.289" o L084' g 090' m o -' m .. 1.625°-3 a o g a o ' 1.200" 0.050" I P m n! § a m 6i 3 : of Pi .._ - _. - m ,k j3] ni oot s� o .-190"1 250" n f 0.085°J LL�� LOSS' 239'. 33 �'- ( cv. �o �s'7 n J �ro o1 ? 1 , u�',7II' "+� m � i 3 °_ If11 I� m m'r� E1' 3.443• t .496' 9.758' 3 n1i_ �a `"�--y.. ':f�--}• . .�CAI gn 0.085" --._.3.47 . .k "t_=� -'�. :125".�,k-. -.t25 }gag 8 ,^r T--. .160s.KA'i.00?' .062' 10 iu _ .176' 1.-L-{ ,. .. lip t: 01g e 29 2003 6.8 CEN e_R M,ATc 30 UMMATE ?OCK 31 MA E BOX CENTER 32 rEMALE BOX CENTER 33 OUTSIDE CENTER MATE 40d A.T. I" OR 7_ END SiRi? \ SCALE:HALF SIZE. SCALE:HALF Si"ZE 'SCALB:.HAL,;SIZC SCALE;HALF SIZE SCALE:HALF SIZE 9 m q6� SCALE:HALF SIZE R E+ m 7/16"0 STAINT_ES S--1 5 STEEL NUT \ �� NOT_:A 7ACk?i NT SCREWS FOR roe 7 rc 2 � 'S:500' x 'x3%+.6' WnTIE ;___ .:4,03' \1 F y ND STRIPSSL'.IA 3E 1110 T02X. B @� ` ^ fS" '.AD STYLE VARIES j OR Pf S DRIVE SCREWS, A I` 38 T UMB SCREW t_ I.,I r- �� HAs!EtJz•"s ONLY> u s / 1 a 4ob N?� 7 SC A 1A4- Ox1SOR 5/16-18x1N` MNc E:FULL SIZE p SR STAINLESS m e e i ICI„ i.oa 1 m - - WPYIBGIif FWVKLBBUUfU70 PE Y ° 1 I 1 5/ "01NTER:NAL t 9 �.!'�� i ;I 188 'T BEAD t 1 u,x �, c1 �_$ I TYP e 37 T=SCREW INSERT 01 r P 20-26156 4,500' I }-. k:6 PowOc. oA�,,Z c-CA O cti m3� :.50' :. _ Y. SCAL -FULL.SIZE �#L��--{ SCALE: - \ § PAGE DESCRIPTION: = SECT'0,I, A t DE_USAT•MOEL 2022 -IOCK. AOA ND r y . 254' E AL 40D 40b 40c SYSTEMS O(OPa.ONAL) 3S BOX LOCK `r HALF,SIZE m P SCALE:ZIALF,SIZE 39 2X7-ANGLE 2" & 3" EXT SCAL,:HALF SIZE v X#'•125' SCALE: HALF SIZE' I FRANK SENNARDO7 PE PE#OD46S49 CA#9885 AST ANY N£RANCHOR SEN£R(nl 78"O,C..HOWN pisT, EXISTING GLASS EXISTING GLASS EDGE _,.' `a" n DIST I IN ANCHOR SCHEDULE). _ 5u7o" 3 EMBED s1LI (INFERIOR) 9± . , - l IoD NN4 ALT.DIR CtION o EMBED. 17 i p ANGL LECI P (INTERIOR)�o 77 'MI 0 062"TH3C 6063-T6 a.LL �N�g�N 5 .A UM.ANGLE 1'x 1"MIN! M21 a+,EDG _ _ _ _ _ _. 0 2"x 5"MAX,(ANGLE LEG 4 29a 29b O =-�DIST. .. 29 ... AY BE RE VERSEDI ,Zh.. QUm30 ASTENER Cd 18"D.C.(USE ANY 15 �n11313 13 - _ ANCHOR FROWN IN ANCHOR 13 O 'r�n� o. CO 4SCfi-'7s UL_.1"MIN,EDGE DISTANCE). T & 38 23 29a 29b u �L OGw _- - 1/4-20 THUMBSCREW w.uj oNJ^°zw 29 a112 x 1/2"GALVANIZED BOTTOM EXTERIOR u`"w� fi.80"(TYP.) INTO CENTERMATES 1/3 4�' OR S.S.SMS.3/16"0 ALUM. ?�U_ {qD (EXTERIOR) 1/4-20xl THUMBSCREW INTO POP RIVET,OR 1/4-20 TO 2/3 SHUTTER SPAN EC=-IVING HOLE D7 K Fw THREADED HOLE.t_�OCATED P MACHINE 3pLT aL NUT SHALL BE 3/8" W 1/3 SPAN TO 2/3 SPAN FROM (al 18"O.C. MAX W=DTHtiUP � IIDD W TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES TO 1"H_FGH �O . . N_017EP_Lc_SHiiFER ASSEMBLY SCALES 3" s 8'-3".USE TWO THUMBSCREWS 7 SCALE:3"=l'-O" $ ON BLADES 8'-3 ONB.CD1'1/3 LOCKING DETAILS FOR) AND ONE AT 2/3 SPAN FROM BOTTOM CENTER MATES r; sG� OF BLADE!TYPICAL.FOR LOCKING of USE(1)BRASS PUSH LOCK SHOWN ON RANDOM m m OR_1 S/16 8 q U M$ S'a LT'TtRS A:3RA55 PUSH.I,OCK-23 D=TAi?S S C2£W I O 5'RxAD._D MAY sE SUBs nTU:ED W-i=N USED WITH _ LL S NSER+' 37 A 1/3 SPAN C XTERMA-�_ #29 AS SHOWN,RECE9VING ( y5:?ND STRIP SCriEOUL: i3{ O TO F U T HOLE FOR THUMB.SCREW MAY BE 7/16" /,;a `A u Y RECEOMO SHJ ER:' 30 u*�soN / ) w�$ is RECEIVING OLDS ALLBE � �_ <� -/ ' FOR MAX.SPAN W!>vN 1 3/8'MAX WID-H,U'P Ti D USING LOa,40b,LOc OR 1...2<L•1T:. 13 oac \ LOd I y G o 1 > END STRIP SCHEDULE -�y ��40 USE,APPROPRIA E O Zm' F SF SPAN rAl '1i STARTR ST31P TO U 40 PROW DE CLOSURE FOR 1O? P J 0 13 _ - ? ? 1"BID(2.T� 72 �80" `}� 40 ELUDING CONC;F:ONS. ��- w w F'+ ^) a0 82 94" �E 3 I 23 112 ST 40 a o g 1 (INSIDE) 132 75" v { 2"BID(3.71 72- 95"' FASTEN STARTER 88"ao 82 83" ALTERNATE.END. STRIP DETAIL STRIP l"SCREWS TO TRACK W/ I O 3 3"BID(4.7") 62 86" SCALE'3" 1' AT CORN 3 13 ��a¢ 1 so 2 79� = -0" (AND-TIGHTEN TIGHTEN ONLY). 1 -No 1 ANY TRACK ^ F, ALT. /O 72 102" W/SCREW BOSSES. 82 95" G+ 3 Batt ` E 112 81" 75" r 6 I- 6 1.5N3" 45 93' - 6' �2 }i Z x0.093' S2 87" EXISTING GLASS 11110 I 13 ANGLE 60 81" { m� 9 $ I 30 6 8" �v:�o USE(1)BRASS PUSH LOCK u tl l� m USE(1)BRASS PUSH 70 75" -'-1'�F=Y OR(1)S/16-18 THUMB (INSIDE) OCK OR III S/16-i8 30 13 3" � `oN`' o�� SCREW D0 T4dREAE i EF LltJ -THUMB SCREW INTO _ px3-- 45 139" INSERT 37 A3.1/3 SPAN SILL 7 `�5�5�m z u yg THREADED INSERT 2 3 52 129" m,Ap- O 2/3 AN FROM( m :AT 1/3 SPAN 0 2'/3-' x0.125" BOTTOM OF SHUTTER I 3! SPAN FROM.BOTTOM OF- } (OUTSIDE) ANGLE 57 123" ® SHUTTER. RECEIVING 1 60 120" 6 ,HOE SHAL BE 3/e" 64 116" I , ¢ MAX WID I YA n P TO 1" 23 70 ill" 5 HEIGHT. T 73 109" °1. m ° 4 35 30 n g 5 2"x4' '45 145" 1 YP3CAL.OUTSIDE-CORNER.CLOSURE ? — -—- -—- �I x0.125" 2 135" � ��� 'a�m � BI; gg CC1 DETAILS WO/CORNIER POST ; ___ �l=J ANGLE 60 125" t3 3 30 [OPiW irtRRV(LBFTMMDD PE NaS I 13 64 121" I 15 13 23 70 116" 31 32 (OUTSIDE) 20-26156 SiLt 73 114" - 3` USE(1)BOX LOCK AT 1/3 SG - FOR GREATER SPANS OR LOADS PAGE DESCRIPTION: _ - - THAN SHOWN IN ENO STRIP SPAN TO 2/3 SPA?:FROM _ E I SCHEDULE,END STRIPS REQUIRE A BOTTOM OF SHU77ER _ CC2 "XV. CUP ANGLE MID SPAN TYPICAL INSIDE CORNER CLOSURE Rig a OAr�uo scANCHOR u aiTHE :i/4 TEK 9� O DETAILS WO/.CORNER .POST � I. o SCREW ORI/4.2D BOLT TOEND MULTIPLE SIJUT ER ASSEMBLY a io NTS "wvia o.N.� STRIP. SCALE:3"=V-0" AiUM TUBE. vFE#NOG465499 CA#9969 I 2 FAST t'NERS. 6063 76 ALLOY - ' r C2 CONNECTION TYPE EACIA ANGLE,___._.._.._ SEA" ASL£ A"FOR SIZE. REFERENCE,ANCHOR EXISTING :7p .� SCIIEDU>E FOR MAX. STRUCTURE 1"x 2"x 1/8 / - SPACING _... 7' '^A1/4 - ...•^�,a' OR 2"x 2"x 1/8' - C1 CONNECTION TYPE - -20 MACH:h1E BOLT vyy •"•, ?? ALUM ANGLE ° 1 REFERENCE ANCHOR, f W/NUT Cal 12"O.C.OR E 3/16"O 13 1- SCH DL E'FOR MAX ® t,14 SMS C.)6"O.C. T iiRE10, ALUM. a SPACING- 1/ (TYP.TOP&BOTTOM) Op -POP RIVETS y {; .-- I ,i; Y_ 8 - I ':/2" ,. Z OR ° � 7 s ACT.RNAS U THR BOLT - c1 wpmj o0 Tt_'RLE#12 SMS, - 3/16 0 ALILTI'':POP � C CONN CiiON TYPE � w:- � 1 Elm(@E:J 168 vo 17 RIVET OR 12_SMS rJ1 REFEREN ANCHOR !QN 80RLb10J ; w�I LL�wa6� 18"O.C.(T'.YR.) /' SCHEDULE FOR MAX. � 3 pR �� Z w W LLN w TABLE A(cc3). ) I SPACING _ 0-1 1 Zw 0LOU...x R mS PRESSURE VS ALLOWABLE LENGTH £ ,I SCf:DESIGN PRESSURE �rpp n�n ~ 2"x2°x1//8° MAY USE MALE OR ££; I I FOR FOR MIN. ¢ ;m u�l•o¢m��� "PSF NO B/0 NoBO ` FEMALE LOCK-SLAT) I SE£'ARAiION I 13 F`No zi rcN0gzC9w i72 124'-.' 179' - 13 J i vDETAILS OR DOOR--1 ) U¢Z�. WW,o J^.zw r 1 `� g To sass 62. 130" � �I88' 8 '�/ GLASS to:. �� Obi CC3 TYP.ICA_ CORN`R`CLOSURE R � / x �m j rn I �w n 82 119' 172° NITS _ v q E�Y,a- 'Dw in 114° 165° - TABLE C: C)FR \ _ y ALLOWABLE SPAN N 7 r` 102 11(r $ 160' SCHEDULE FOR ATe y._y OR fi OR S TABLE B(cc4) AL TER JAT "iMRU BOLT` 9UiLDOUT MOUNT 120 ) 104' 19T I_'- O R 'A r CS CONNECTION TYPE (DETAIL a N I PRESSURE VS ALLOWABLE LENGTH - n EddPi 150 1 g7• a 131' REFEREN.:'c.ANC}iOR. cryi 200 88° 114°. .3 2"IQ°x1//8 3"x3'k1//8" SC EDULE FOR MAX. MAX � MAx {ram m ' PSF WITH B/O BSHUTTERI DESIGN LL a• WITH IS,• y TyPr 3) "/6 MAX.FROM o - y SPAN §PRESSURE; Cl CON'NtC�30N �•• -PIN m ''' ;f o j 62 113 166° 1251N. +/-30.1 PSF REFERENCE ANCHOR y ysl - sD 3UsiiiNG _ _ SC}.iEDULE FOR M:4X.. /1�£f- '--"1'.. WAS 4ER(TYP.) 5L 72 107° 1ST 1211N. +/-31.1 PSF SPACING .11 19 N II B2 101' 14T 1181N. +/-31,9 PSF .3 111 �+W.d 115IN +1-32.7 PSF t£ __ / -14x3/4"SMS Cal 9"O.C. . 92 ) 95. 139" - ANGLE TO TUBE CONNECTION ~ ¢m 112 IN. +/•33.6 PSF y / w 102 90 ISO IN. +/-34.2 132". PSF 2"EXISTING x 2"x.125" 0.5 m ( $ 120 •83 122" 3071N. +/-35.2 PSF CONCRBILETE. EMB£i7. 5063-T6 ALUM TUBE OZmb Z4� m 150 74 ;: 109° 105 IN. +/-35s PSF 5 CONNECTION TYPE a m 200 69" yq° 3031N +/-365 PSF WOOD FRAMING REFERENCE ANCHOR m F p 3;103 IN 31L-37.3 PSF SCHEDULE FOR MAX. 711=1/T'MIN.FOR CONCRETE SPACING �OR.WOODANO 3/4"MIN.. i 99.IN a+/-38.0 PSF -= 3 j t< , 95.IN °+/-39.6 PSF " o Cb ALTERNAT` NQ OUT MOUNT SECTION a 5 _$ ..'ASTIN ER(al 18"O.C: 921N. ;+/-00.9 PSF m tz SCALE:3"=1'-0" I IUSEANY ANCHOR SHOWN 891N .+/-02.3PSF uR iry IN'ANCHOR SCFE�DULE) y 861N +/-03.8 PSF }•� -S �, ) (. 1• 3 ( 83 IN +/45A PSF E? ..,g 78IN. +/-06S PSF \- - - 8 "e•/ 76IN. V-49.3 PSF ( � � 761N..+/-095 PSF iA 3 i _� 741N. +/-50.9 PSF ). j' o ' 2"x 2"x Iv, 3 + 72IN. +/•523 PSF VVV 2 W tp£3/16 RIVET OR££12 .090"6063 APPLICABLE AT c F3 6 SMS IS"O.C. OR 701N. +/-53.8 PSF 3 ^�' N $'7 9 T/4-20 NUT&BOLT ALUM.TUBE'!YP. �. AND/OR BOTTOM 3 X m '`� E (TYP.1. 37163'ta ALUM.POP l(-„ �1 33 681N. +/•55.4 PSF Q O etr ALUM. TUBE � RIVET'OR;.12 SMS ��F 661N. +/-57.0 PSF � 12"OR 3", 1� Q 1 mF 5 444111 RI 18"O:C.(TYP:) F 3� 6063-T6 ALLOY ;;�� - a v X"x 6"x 1/8" m 3 x Scr,-:ABtE 3 ,� - ., gggggg9 9' sC.�LE05 F o a; CONTINUOUS OR 2B"x m FORSIZE. ?F.AS TENERS CONTIN UDUS 13 a W O 1/2"MIN. ° FOR FRR'ON ,} 6 EACH ANGLE ALUMINUM ANGLE S:PARA710N; 7 r 2"X'e"X CONTINUOUS (i i1 m m 1"x 2"x.093 •V S£t7 - )j N w 6061-T6 ALUMINUM - e @@@ --+" ( HR E�3/16"O ALUM '. OP;TIONAL-ANCL r �' 9 TO GLASS zO N J 3 ' 1" 2.175" �, g. 6063-T6 ALUM • ,. -17 I ORIENTATION TYP. 17 GLASS E. O m ANGLE LL 8 F ANGLE,TYP r PDP R£VtTS OR ) ' •OR DOOR Z Sz 17 °iR #12 SMS,TYP. p c c 1 x 2"x 1/8" a i3 _3 �. ANGLE FASTENED TO 2 a 0.9 MIN,THICK 6061-T6 11181 OR 2"x 2 x 1/8 EXISTING 3 KSI ALUM TRACK FASTENED313ALUM.ANGLE 1�1 y CONCRETE HOST TO ANGLE WITH 1/4-20 6USE MALE OR FEMALE ✓111L1416 STRUCTU RE WITH MACHINE SCREWS AT 3" Rm � LOCK-SLAT) - ai - �!"' S b C4 CCNNECTION TYPE DEWALT ULTRACONS FROM ENDS AND 9"O.C. CRPYBIGIRFR4N(L B081M00 PE 13 :REFER£NCE ANCHOR (OR MILLENIUM MILLFAST FOR THE BALANCE SCHzDULE FOR MAX.W.T&C ULTRACOTE)AT 3" 2-1/2"MIN. 2O-2E)1SE) I SPACING- FROM ENDS AND 4"O.C. EXISTING CONCRETE 12 x 1/2"GALVANIZED (OuTSt10"� '�` C 15 FOR BALANCE WITH 1�" HOST STRUCTURE(3000 PAGE DESCRIPTION: OR S.S.SMS,3/16"0 ALUM. '- MIN EMBEDMENT AND 2%' PSI MIN) a CC4 TYPICAL CORNER CLOSURE DETAILS pOP RIVET,OR 1/4-20 SIDS CLOSURE OPTIONS MIN EDGE DISTANCE, ISEE•TAOLE C FOR MAX SPAN AND PRESSURES oF , o NTS. - MACHINE BOLT&NUT SCALF;'3"a 1'-0" - EXISTING CONCRETE STAGGERED WITH 3"MIN. (ul 18"O.C. BLOCK OR WOOD FRAMING SPACING,TYP. 84 s O SCALE:3:'=1'-0" NMOUNT BN OE SILL MOUNT SECTION F BUILDOUT O SCALE aS O I FRANK BENNAROO,PE CS CONNECTION TYPE PE#OD46549 CA#9885 REFERENCE ANCHOR CXIST3NG z.� SCHEOULE FOR MAX. S,RUCTURE SPACING MAX GLASS C�'O> GLASS 8 a J C1 CONNECTION TYPE �� 1/4-20 MACHINE BOLT OR DOOR— r❑u 4r OR DOOR -IY aw�!- m REFERENCE ANCHOR ,'3I 19 I W/NUT Cnl 12"O.C.OR R4 P SCHEDULE FOR MAX. �'� O OIL SMS 6"D.0 ` ��..• Scm II�_S H 13 �N,�1*z�no SPACING _ may•• (TYP.TOP&BOTTOM) to SEE DESIGN 13 :.:c k11 OR FOR UIN. =F1z N '^r��w, u 00 N 1/4"-20 THRU BOLT W/ a SCn DUl£S X N SEPARATION M'_ E 2`- :OR FOR MN. ¢ ¢ '012 x 1/2"SMS Ciil 12"O C. GLASS Xz z m '. FF s W m o� LOCK NUT 9 12 O C OR SEPARATION g,, OR 3/16"0 ALUM.POP � ¢,J(�Q¢ U m & OR 6 OR/ Q F m uo i112 x1/2"SMS Cd 12'-D.C.tS' 6 TO GLASS mt9a RIVETS P6' OC OR 1/4"0 IuN~ w o '' � gJ �V' u�-I �u OR 3/16"m ALUM POP ! I: z'>r - 8I yu 999 )� OR (� - u.au�� I RIVETS Cal 6"O.C. E.S, I w ALUM.POP RIVETS(al 12"O.C. _I I¢ oU)=^g m t W gO OR 1/4"0 ALUM,POP RIVETS // - J N 11 AND Q2 3 - I SEE DESIGN F-.wsm Z F j U a- Cl 12"O ji C.E.S. ^ p ASS£M3LY alll 1/4"MAX.PROM PIN. SCn !ES 13 7 7 rrtn1 Q MAX.FROM PIN .I .5! tt UQ 4a6tg �l7 O9 AND 10 —� I' GUIDE TO BUSItihG 1- TYP. WASi TO 3OSHING I{ FOR FOR V:N. V o o f In O - WASHER(TYP..) �� '� v1 S qq33 ASSEMBLY 1 I ry WA53i£rZ(TYP) m3 f j.� S.,I. _GLASS n TO CLASSr L"w 111U.pN 0 mZw 3 L /�.-;:I7/z• 1/2"TYP_ - EXISTING CONCRETE. f, 4 CONNrC eON�T,YRE. OR DOOR—ir� �N g o'iw^ z OR WOOD FRAMING OC,` RE;ER�NC ANCHOR ii ¢_�¢¢ y, N u-P w ULE'OR MAX. w .,/ i 3'CONN=C%'ON TY?E D S ' SPACSCtiEING AS SHOWN o l^~ ) w I REFERENCE,ANCHOR - IID r / x0 Gz SC7!EDULE.FOR MAX. 4 CONNECTION TYPE IN DIAGRAM ON PG 101 � ¢ .a� / 3 DIST. , RE:ERENLE ANCHOR SPACING AS SHOWN w SCi-!EDULE FOR MAX. gg t- 11-'�. 3 CONNECTON TYPE IN DIAGRAM ON PG.WI SPACING.ALT.FASTENER 0- o QOR 6 R '(VVGGG..UII R £RENCE ANCHOR EXIS a.NG CONCRETE, 'OCATION,FRONT AND I� 0 ��, 1/4••MAX.FROM PIN SCHEDULE OR MAX. BACK ANCHORS'NOT RED'D a j --- BLOCK OR WOOD FRAMI j' [ / SPACING-A FASTENER WITH THIS LOCATION 2" Ct CONNECTION.TYPE a------'L"- / u N LOCATION.FRONT AND a GUaE SO BUSHING m \ R-cF£RENCc,ANC3iDR WASHER ITYP.I 1 r 4 1/4 MAX FROM BACK ANCHORS NOT R£D'D Og INSIDE MOUNT SECTION SC*?£DULe r0R MAX. 19 a -W TH IS-LOCATION tl PIN 0 'DE TO SCALE:d"-1' 0"- SPACING I C5 CONNECTION TYPE mtMi E I BUSS.) WASRE2 A ItNSI'DE MOUNT SECy90N I f w REFERENCE ANCHOR ��FF��FF��1111 w'p$ �(TYP.1 SCHiDtii£FOR MAX. a ❑O1 f SCALE:3"=.1'-0" - EXISTING CONCRETE, �--=.{ SPACING ya a m w / NOT£-FOR DETAILS A,B,.'U,AND E OM THIS SiSEE?, BLOCK OR WOOD FRAMING EMBED. 0,6* m 'a \I 'E BASE TRACK MAY BE-iNSTALED IN SECTIONSWITH 1/4"GA?S,PROVIDED HAf ACt3 SECTION HAS BUILD OUT ;UIOUNT SECTION�/ 9A MINIMUM O TWOS S OF ANCHORS AND IS A CO m'< MIN MUM OF 12:LONG F-=SILL OR C iL NG TRACK EXISTING CONCRETE, SCALE 3"_1'-0" U 44 USFD Wiz —SAS-- TRACK MUST BE CONT.NUOUS 8 BLOCK OR WOOD FRAMING 1O � OVER THE CABS BETWEEN SECTIONS. _ - —=X15'n\G 3t- ' w rr' EXISTING CONCRETE, --- S TRUCTiiRE 3 g LL BLOCK OR WOOD FRAMING `OG`a0'S ; 4 CONNECTION TYPE C2 CONNECTION TYPE W/EX�USION #2 a v $ EMBED.. I CONK-CTION TYPE o_� ) REFERENCE ANCHOR �E O' S CONNT- .ON TYPE W/EXTRUSION # REFERENC=ANCHOR SCH.EDULE'FOR'MAX. REFERENCE ANCHOR d i SCY,EDUL£FOR MAX. �_ EQI,6 SPACING I - SESiZDULE FOR MAX. }� 3 I SPAC3NG.•AS S7(OWN m — 14 16 SPACING e I e IN DIAGRAM ON PG.10) ;E r_ R 2 E r ,�' E a `w ❑ n C' I' GLASS y I -�•., jm 9_ tt o .sTF ary: _ —yam OR DOOR SIE DESIGN ' 13 I-a ;❑O y m 8 i7',a 1u1/2" ! :12x 1/2"SMS Cal 12 SDEDULES ❑ Nra DESIGN `-w^� O `o-w rOR FOR WN. = z`� O.C.OR 3/16"O ALUM, 4 Ut �'w CFr)L£5 SEPARATION p o aT 13 :z o e 3 n-N❑❑❑�. POP RIVETS Co)6' O.C. TO ASS $ X ❑z m GLASS OR I 4UARA,,R FOR AiY P>A.0 Q 9 � SLF DESIGN 13 ❑ .,A_o OR 1/4"0 ALUM.POP _ ¢ o¢¢ DCOR—" 0 GLASS In O uwi u Ia GLASS SOFOLsS FOR, N zu` RIVETS Cal.12"O.C. 9 ��NL 5 X.zv�zm z ' OR DOOR :I FOR uN. ��o.vT 9 ¢�= ¢¢ 'm SEPARATON TO sp 1/4-20 S.S.MACH N GUSS 1i ¢ o p¢,t¢- O7 AN]OB " '; j1/4"MAX FROM PIN SCREW B NUT @ Ij 3 jvm ASSEMBLY 1/2' 1/2" GL TO BUSH NG x u 6 12"O.C. - - - TYp. WAS1tiER(TYP.) �+ � `11 Wa_ 5 Sal �✓°I q n Rj a/4 MAX.FROM,P!N u 1/4"MAX FROM PdN m •I' I' ` yO ,! _ Lu5 m u S X G::DE TD 3US'a.N!5 „�� 4 CONNECTION TYPE 1/2•• ''D'F TO SUSNSNG NI C t 1�7R 2 WASH>_R(TYP.) n �•$ I I ) F WASHER(TYP.! EDGE REFERENCE ANCHOR 11 5 6 EXISTING CONCRE?F. QIST, SCHEDULE FOR MAX. _ .. EX:'i2USO -'f/2_ rv� I m BLOCK OR WOOD EXISTING CONCREae, SPACING AS SHOWN 5 CONNcC sSON TYPE W/ EXTRUSION #1 � ��FMN(LBEMIMWPE © ,FRAMING BLOCK OR WOOD FRAMING. 4 CONNECTION TYPE IN DIAGRAM ON PG.10) REFERENCE ANCHOR 20-26156 - .... REFERENCE ANCHOR C?1Ei;L'LE FOR MAX. _ 3"x 3"x 1/4"CONT. + 4 CONNECTION TYPE 012 x 1/2"SMS La 12" SCHEQSLE FOR MAX. S SGLE: 6063-T6 ALUM.ANGLE REFERENCE ANCHOR D.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE, PAGE OFSCRIPRON: (MAY BE REVERSED F SC'HEJDULE FOR MAX. POP RIVETS Cnl 6"O.0 r' T AND BLOCK OR WOOD FRAMING E SPACING OR 1/4"0 ALUM.P ? BACK ANCHORS NO: AS SHOWN DASHED) - WIT1i:THIS LOCATION :oF Ov RIVETS(al 12"O.0 WALL aMOUN 3T SECTION E CEILING / MOE MOUNT SECTION O WqL /B J9LD OUT ' SCALE:3"=1'-0" SCALE:3"=1'-0" SEC TiON FRANK BENNARDO,PE PE#OD46549 CAx9885 + SEE DESIGN SCx1•.DULS EXISTING 1/4-20 GLASS FOR OR SIIN.SEPAfjA�Oh € z_jT t STRUCTURE ALT.LEG DIRECTION GLASS € 13 00 a 12)6053 T6.AL.:MINUM BOUT W/NUT ,1- {1 AN-ES PER BEAM END, 12 .O.0 OR DOOR j O'0- SIZE PMR.S?AN TUBE # u v`i{C, 8 0 I AL �FI S CIi_DJ-E _ MS14 6"D.C.•. . r Z ' y Q PO U,TS SOLID -Sc'' SMS 6"O. SPAN TUBE SCHEDULE fp O -2 8 O SE ANC-TORS - SPAN TUBE u O VW O. I W9THJ 7/B `•TIN. L° NUMBER OF Z ,y V1"'CL 1- s a L =1-'"PER DESIGN ALLOWABLE TUBE NUMBER OF MINIMUM ANGLE 7 s 9e'z B_D S '�F- ;.�1 SPAN THRU-BOLTB ANCHORS PER LENGTH W P! O E ( ) ]" 9 Q CONCRE` OR � ACC�SS.H07^ °' SCHEDULE TUBE SHUTTER ANGLE Q�rnn F,m 1u0 Q=� 1 w I BLOCK,3 M.N SIZE SPAN uJ ui.+�g;uNiu f� ttO SPACING AND (.n - g ' TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM �� LLNLLagw z - 3-M3N C CC ,r S--� - g'.J {I• w TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE l'I7JW w U m�m Z 1. 123.8" 1352" 2 2 2 3 4° T L 01 e `> 5 6 Oj 2YSY 98' nix 106.9" 2 2 3 3 T T ��nn n�n r>¢¢ z� �iry sy� 99 0 0 0.125' �E9 19¢W ci' I '3"MIN. 1416 o m 123' 89.9' 94.4° 2 2 3 3 T T Z'k OL m�Zs V _ ¢ 7z8k 80• 128.1" 157.0" 2 2 2 3 4' T ^ ga"C3 w 3 p O -1 i.: w ED.DIST. 'u VI B6' -114.8" 124.1•. 2 2 3 3 T T �W - DESIGN SCHEDULES FOR FOR 13 Q. 0 0125• D W^�� 1/4"MAX FROM PIN GtrDE U N'N.S ARA'ON.TO GLASS w Q 123" 1028° 109.6 2 2 4 4 10 10° _ 3 m fi§ TO BUSHING WASHER(TYP,) GLASS �' 60' 138.0 196.9° 3 3 U7 0� n a �FI - - - - ---- --- -- OR DOOR i € fNQ 2k8k 86' M7" 155.7' 2 2 3 4 T 10° OW ,- g" TWO 1/4"0 W000 1/4"E.T-1RU BOL'PS _V) 0.125° .- °D p 4 LAG SCREWS(a1:24" _ SEE BEAM •2 123" 115.4" 137.5' 2 3 4 5 10" 13° N - O.C.MAX.WITH2" a7 60° 158.1" 240.0' 2 2 3 4 T 10" pppp,, THREADED PENETRATION 3"MIN: SE7ILDULr•FOR '€ IZI-. 2Y10'x "T"INTO CENTER"OF STUDS EO,DIST. REQU'RED NUMBER _ ;j=. 0.1875' 88° 140.6" ?29.9' 2 3 4 8 10" 16° 5 6 f. a 123" 132.2" 203.1- 3 4 5 7 13" 19' EMB."T' 44'SMS P MIDSPAN BETWEEN �. _ 1416 1/4"MAX.FROM PIN GUIDE SPAN TUBE SCHEDULE NOTES: .STUDS-FOR.TRACK-TO 1"x 4" TO 9US1diNG WAShiER(YYP.) 1. E x x 4 R x x 4"ANGLES FOR 2"x5"&2"x6"BEAMS. PLYWOOD TUBE CONN_ECyiON 'I4 m "0 ALL - 2. USE 2"x5"x1/4"ANGLES FOR 2"xB"&2'x10'BEAMS. 8 ,7' STUCCO FNISH POINTS SOLID i^ I 3.: USE BEAM SCHEDULE FOR DETAIL]. w 1"x 4"x.125" SET ANC4TOR5 � SPAN TUBE PER DESIGN 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN 6063-T6 ALUM.TUBE WITH 71B MlN + SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USEDEMBEOMEN, IN w' � 3 -uiS DETAIL TO BE USED WHEN STUD SPAC{NG CONCRET OR ram- TOGETHER,BEAM MUST BE LIMBED TO TOP BEAM SPANS. --a;��•. 1/4-20 MACHh':[BOLT 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH t�-IL o tXCEE'OS THE,MAX.ALLOW ABI:c,ANCHOR SPACING.' BLOCK;3'M;N -yry SHUTTERS"SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN a� Q - SPACING AND 3" g1 121.6063=T6 ALUMINUM W/NUT Cal 12"O,C rnIf O m OR#14 x 3/4"SMS TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, MIN..DGE 1'- ANGLES PER BEA{:END, P a 13 I THIS DETAIL MAYS' ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN O= g O WA__ MOUhT SECTION DISTANCE.. SIZE PER SPAN TUBE 6"O.C. AS THE SUM OF THE SPANS ABOVE AND BELOW THE BEAM. k SCALE-3"-1`-0" ALSO,BE USED SCHEDULE - Z EXISTING d� ACCESS HOLE 6. LAP BEAMS ARE NOT ALLOWED. a X m AT TOP' STRUCTURE .�..:AL'T I EG DIRECTION .7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. \m EQ EMBED. F MAX.DESIGN LOAD=_72 PSF >x Oj BEAM "SPAAN'SECTION" d -GLASS W o SCALE:3"L 1'-.0" I SEE DESIGN SC.'JULES OR DOOR FOR FOR MIN.SEPWR .ON' - 13 = in Ili 5 2 TO GLASS_ EXISTING WOOD L 1 Z TRUSS OR RAFTER" 1/2"t---3" 1/Z' F ^' "� •4 v 5 X Q Co)24"MAX.O.C. o E m EXIS n''NG,.=oNISH MATERiAi 1/4"'.MAX.'FStOM PIN,GUIDE + +i �C 1"x 4"x 7/8"6063-T6 1•''" tw W e 14 16 TO BUSHING WASHsR(TYP.I E + +1 m I Q 1 9 g� ALUM.TUBE.W/T4iR_E I + ++ W iL 1/4;'TYL -ITYP.1 i° I) ++ e - 1/4 E WOOD LAG ° T• i w TE 1 ' u�2�`r3¢aI • �YS;I MATERIAL a r SCREWS Wda+ 2 3/4 13NP'ul MINIMUMREADED 3/4"PLYWOOD ri "1/4"@-A325 CRAD.t,tm4J BOLT Cal 7"O.C. PENETR. T fN WOOD - OR 5/16"0 A325 GRADE T.vZU BOLT(al 12"O.C. AC-T RAF-cR O =.BUSS, i, 24"O.C.MAX WHERE 5 6 i (1@ • GALV OR S S TUBE EXTENDS BE 0, -_ I °aX 5 1/4"0 ELCO ULY'RACON TO CONCRETE/CMU LAST TRUSS MORE�d1.7A` I. - / � 1 ! 6• .._ ._. - 2"x 5"x 1/8"6063-T6 FN O.C•-W/1-1/4 M:N•£MB. 6", EXT&ND TUBE TO OR 174"O LAG SCREW @).9"O.C.W/1-7/8" NEXT TRUSS. yw I'm ALUM.ANGLE W/THREE N $ i! \ r w�8 1/4"0 WOOD LAG m e MIN.,EMB. IN WOOD SG=0,42.TO O.SS. ` ) / E r w;p $ 1/4-20 S.S.MACH!-! E,SCREW[al 13 p °=0 SC Wi`aN 2-3/4" COPYRIGNFRWXLBRAIAI 0PE i 12 O.C.IN BETWEEN TRUSSF5. =FIZ u w M:NNLIM THREADED EXIS ING.CONCRETE, WITH 1/2':0 ACCESS HOLEION i ��I2 VIA PENETR."T"IN WOOD(a - 20-26156 HOLLOW BOCK OR "2"x 5"x.1/8"CONT. BACKSIDE OF TUBE-OR 1C SMS X z1 z m EACH RAFTER OF TRUSS, SCALE: k WOOD FRAMWG:,S EE w"• - ANC..OR SC''E 7.BASED -ALUM.ANGLE(6063-T61 @-6"O.C.MAX.,IN BETWEEN w O a H 24"O.C.MAX.W!I_RE PAGE DESCRIPTION• ON TYPE OF STRUCTURE - In ANGLE EXTENDS BEYOND - e Q LAST TRUSS MORE T1`9AN .(MAX.DESIGN LOAD s 72 P.S.F.) 6". EXTEND ANGLE TO Q O ''ASS THRU DETAIL (MAX.DESIGN LDAD x 72 P.S.F.) NEXT TRUSS. SCALE. 3"=1'-0" �- MUSS SECTION' - O ,S.' � O SCALE:3"=,1'-0" FRANK BENNARDD,PE PE#OD46549 CA#9885 > 1 I� �l Z w .3 � 3 I a✓� c�.':.w���J GLASS OR CLASS OR p \` DOOR p•p^ DOOR = L I _-r.., ___--___ '* SzT DESIGN '1p 0 a OESICN. - - -- -7 �-�- -- t] ,o ry SC.A-3 ES FOR= i' +w-} IDF" w''S FORf' t FOR MIN. .' �ijj'�`` 3- FOR MIN_ wpm y, I V �� " SEPARATION TO'• jv N T SEPARATION TO MASS 1 ((T ¢$,'i D X N.n- 3 p.7ew i� 4 NN 8 w.�+2-0 WJ Z W n. a' m °^ RADIUS HEADER MOUNTED ' � �>¢-�� 13 z r a 13 a a i PARTIAL ELEVA?ION ova aL m i w z r a I I SCAT 3"- V-O" z^ w O w 20 U3 28 _ EXISTING ]jJ ] p ,J•. w _ ���-- STRUCTURE O~w��,w o 11T .2E FRC��:?IN I .250"FROM PvV J GLiit?L TO UIDE TO BO y r OM-= EXISTING FINIS§: OF WASHER - — - OF WAStnR MATERIAL I S 1/4"MAX..FROM PIN 1, o W �t GUIDE TO BUSNd NG b C6 CONNECTION TYPE .y p " 1/4"m TAPCON @ 24" - -� d M O.C.WITH 1-1/4" MIN, �' q REFERENCE AN S&R©CUT IN 4"INTERVALS i i, i WASHER(TYP I e / EMBED. /^ _ SCi-ECULE FOR MAX. TO FORM U E(SEE L. 11 � V / SPACLNG DETAIL P7 P? FOR ADDITIONAL I' oiN 63 {j INFO). TYP.TOP&BOTTOM: EXISTING CONCRETE OR / EXISTING-HOST STRUCTURE @ ii tt CK ONLY.WOOD FASTENER EACH 4"CUT -j 2" AM.NG S,'WCOO ANCHORS SEE.ANCHOR SCriEDULE.BASEO BLO 6 NOQ ACCEPTABLE ON C4_ 1PE 10 EWf YCAOC.'0ROSPACING 4 � rL ammmm {`a DIST. \ O DECORATIVE FLOOR TRACK DETAIL IS ACCEPT.-ABL- 13 't- \ SCALE 3'•=-1'-0" f z ,t',� RECESS SILL.DETAIL w o o -_ *..+- SCALE:3••=1.-0..i5 AN f ill'. a - _ fn-•"' I-a^ ¢o I /�J I:� N xyvvew 3W �0 ap,m 1/4"MAX.FROM / I� Es PIN GUIDE TO ' ). I o ! a m BUSHING WASHERkli .-n BOTTO FROM AS ivR( . m 2'� 'v �0 BC-s TOM OF WAS?SER(TYP.) 10 p (TYP.) p, � I EXISTINv 3• 1/4-20 MACHINE BOLT �� E twn w STRUCTURE 3 W/NUT[d 2"D.C. 3.E 3 3 !FORM CUT AT INTERVALS T o \ CURVE(SEE DETAILP1©) a EXIS'TINC FINISHMATERIAL- ONNECTTON TYPE jTYP. BOTTOM REFERENCE ANCHOR a SCHEDULE FOR MAX. 71 2 SPACING(FASTENER g @ EACH 4•'PIECE E Op CURVED TRACK SECTtO:V DETAIL ' SCALE'3"=1'-0" -••x1"a1/B"&1"x2•'x1/B•' 5 B 6063 T6 ALUM ANCLz.CJT TO �, T'xd"x1/l&V'x2.xl/8' Q g MATCH ANO.PROV S PPORT 6063-T6 ALUM.AN tx CUT TO u a OF C S1�U. Ea aXTRUSIONS 3 TM ATCH AND PROV DE.SUP?ORT 'FRON AND BACK WHER OF CUT. StiUT,a=R X ,ZJSiONS m I FRONT OF EXTRUS IION t5 3 I.! FRONTi AND'BACK WN R� /-- 52 Si! $ pr CC'v Nil 115�,REINFORCEMENT o 3; FRONT O-EXTRbS9O\ S > P2 ' IS NOT'REQU RED.. � CONTINUOUS R=,NFORCEMENT i I e • IS NOT REQUIRED. Pi 'A log Ln •APPRO.VED mou. 1Nii ' d N1R e R >MB CONDITION,MIN.OF TWO PER =MB. PIECE AP?ROVE'.MOUNTING i I CONC TIDN,MhN.OF?WO PER ��� > COPYW(MFAAN(L BEIR1AR80 PE = , PIECE' - ? ✓� 20-26156 =APPROVED FASTENER'ANO / - APPROVED FASTEN=R AND - ¢ .SPACING WITH A M24!MUM OF SPA CNG WIT44 A'MIM-mum OFTWO FASTENERS.PER CUT TWO FASTENERS PER CUT —PIECE PAGE DESCRIPRDN• PLCE I P1 TYP, SECTION FOR SHUTsERS P2 TYP. AlLtRNATE KKR N fOR_SHUTTERS o SCALE: 3" = 1'-0" SCALE:3" = 1'-0"- n O a ' ANCHOR SCHEDULE:.CONCRETE FRANK BENNARDO,PE _ 2 x 5(T YP.). PE#0046549•CA99885 2 x S P OUTSIDE TOP FLANGE 2.5"MIN EDGE DISTANCE ANCHOR(SEE SPACING SECTION X) (-i Spans Up To 6'-0" Spans Up To 8'-8" Spans Up To 13'-0" - _ s LOAD CONN TY CONN TYPE CON.TYPE ; 'O _ ANCHOR (DSf) C1 C2 I C3 C V11 CS C6 CI 'C2 C3 CI C2 I C3 I C4 C5- -C6 W 114"ITW TAPCON OR DEWA 48 6.0"16.0"16.0"16.0 16.0•' 6.0"16.0"16.0"10.5" 0.0"16.0"13. 15.5"16.0" 6.5" i 9.5" 9.01. O O O ULTRACON WITH 1-314" 62 6.0"16.0"12.5"12.0' 16.0" 4.S"16.0"16.0" 8.0" "11.0"10.0" 5.0'• 4.0" 6.0" 7.0" r�pp b I 1 x S ITYP.! 3 'OR 4 HEADER/S:LL EMBED(3192ps1 MIN CONC) $.0"16.0"10.0" 9.5" 12.5"15.5"16.0' 6.5" 6.0" 9.5" 9.0" 9.0 8.0" I 5.0" 5.0" 1'x S((ooff�INSIDE O' ,.I a 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..FLANG't ANCHOR(SEE SPACING �s. W m u� SECTION X) rn p 200 7.5 6.0 5.0 7.5" 6.O" 5.0" 7.5" 6.0"98.01, sa, El ••F N- 1/4"MILLENIUM MILLFASi 48 16.0"16.0"16.0"16.0"16.0"16,0"16.0"16.0"11.0"10.5"16.0"14.0"14.5"14.5" 9.0" 9.5" SIDE CLOSEST TO OPENING. W p�LL q•u`#,iN WITH 1-3/4"EMBED(3275ps1 62 16.0"16.0"13.0"12.0"16.0"15.5"16.0"16.0" 8.0" 7.0" 12.0"11.0"10.0" 9.0" 5.5" 7.5" W W V n_R�0 MIN CONCRETE) 72 16.0"16.0"30.5" 9.5" 16.0"13.5"14.5"14.5" 6.5" 6,0" 9.0" 9.5" 8.5" 700" 4.5" 6.5" NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING. zWTY. mLU Ug�a 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" 5.5" C; -y -rn"ALL 1-� z PACING DIAGRAM .OR Ca .CONNEC ION P"PE: 4�¢m-gam 200 6.5" 5.5" 5.5" 6.5" 5.5" 5.5" 6.5" 5.5" 5.5" u O w Z - C1 CONNECTION TYPE USING PIECE Q OR 04 ,�,( ay 1/4•'DEWALT CRETEFLEX 48 16.0"16.0"1fi.0"16.0 16.0 16.0"16.0 16.0 16.0 15.0"16.0"16.0"16.0"1fi.0" 12.5"14.0" 11`, x 13 JS to w SS4 W/2"EMBED(3350psl 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" 11.0" wW 0Ny w^w i MIN CONC) 72 16.0"16.0 15.5 14.5 16.0"16.IT,16.0"16.0 10.0" 8.5" 12.5"14.0"12.0"30.5" 6.0" 5.0" 6.5" 9.5" i 110 I6.0"1fi.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" 5.0" 4.0 S.o" 13 8.0" 7 / B COM3INA TION - ul K�• w - - 7 x S'(TYP.)- 11 / 1 COMBINATION W g 200. 10.0" 8.0 5.0 4.0 5.0" 8.0" 10.0" 8.0" 5.0"1 4.0" 5.0" 8.0" 10.0" 8.0" 5.0" 4.0" 5.0" 8.0" W 1"MIN EDGE DISTANCE 9 / 10 COMBINATION 10 e1 p 1/4"ITW TAPCON OR DEWAI Cl C2 C3 C4 CS C6 C1 C2 C3 C4 C5 C6 Cl C2- C3 C4 CS C6 0).. (D 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.S' 16.0 5.5".1S.0"15.5" 9.5" - 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" 30.5" 9.5" 6.0" BED(3192psi MIN CONC) m W. 72 16.0"16.0" 4.5" 4.5" 16.0" 5.0" 15.0"15.5" 9.5" 9.0" 7.5" 4.5 I10 14.0"14.0" 8.5 8.5 7.5 4.5 7.0" 6.0" 1.x.S fTYP9 2 x S(TYP.) m 200 7.0.- 6.0" 7.0" 6.0- 7.0" - 1 4"MILLENIUM MILLFAST 'IB 16.0"16.0"13.0•'13.0"16.0" 5'13. 16.0"1fi.0'• 8.0"1 7.5" 16.0" 9.5" 11.5"31.5" 4.5 4.0 7.0 6.5 NOTE "S'`INDICATES ANCHOR SCs-;EOULE SPACING. - LL ,1-3/4"EMBED(327.11M 62 16.0"16.0" 9.0"1 8.51, 16.0"10.5"14.0"15.0" 5.5";5.0" 9.5" 7.5' 8.0" 7.5" 4.5" 5.0" SPACING DIAGRAM FOR C3 & C4 CONNECTION TY-E: c MIN ONCRETE) 72 16.0 16.0" 7.5- 7.0" 16.0" 9.5" 11.5"11.5" 4.5" 4.0 7.0 65' 6.5" 1.5" 4.5" J m - C3 CONNECTION TYPE USING PIECE OO WITH OUTSO.3Z P+ 110 10.5"10.5" 4.5" 4.0" 6.0" 6.0 6.5 5.5' 4.0" 5.5" 4.5" ANCHORS ONLY C1 0 o: 200 5.5" 4.5" S.5" 4.5" 5.5" 4.5" - C4 CONNECTION TYPE USING PIECE®OR 1© WITH y M U 1-1/4"MIN EDGE DISTANCE OUTSIDE ANCHORS ONLY r�a p::o i z JANCH -POINTS SOLID-SET Ca ANCHOR NOTES: - u W/7/8"EMBED& C1 C2 C3 C4 CS C6 C1 C2 C3 C4 CS C6 C1 C2 C3C5 C6zS 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 30.5"11.0" 3.5" 3.5 6.5" 4.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING v V MIN CONC) 62 I6.0"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" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE 'a ¢ "72 16.0"16.0•• S.S" 5.5•' 16.0' 7:0" 10.5 11.0" 3.5" 3.5" 6.5' 4.5 6.0" 5.5" 3.0" 3.0" LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE(Pg 1). - E I-fi l; •� 110 10.0"10.0" 3.5" 3.0" 6.0" 4.5 6.0 5.0" 3.0" 3.0" 111. 4.0" 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, E 3 200 5.0" 4.0, 5.0 4.0" 5.0" 4.0•' mi ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR � - $ 1/4"ALL-POINTS SOLID-SET 3"MIN EDGE DISTANCE - EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER c g THAN OR EQUAL TO SHUTTER SPAN. ANCHOR W/7/8"EMBED& Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 C1 C2 C3 C4 CS C6 1/4-20 SS MACHINE SCREW 48 I6.0"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" 11.0"12.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. � aac (3000ps1 MIN CONC). fit 16.0"16.0"16.0"15.0"16.0 36.0 16.0 16.0 10.0" 9.0 15.0 13.5 12.5 11.5 6.0 5.5" 7.0" 9.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE .5 B 72 16.0"16.0 13.0 12.0 16.0 16.0 16.0 16.0" B.5" 7.5 13.0"1N•'1.1; 9.0 5.0" 4.5'• 5.5 8.0" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER 3 •� -110 16.0"16.0 8.0 7.0 10.0 11.0 10.5 9.0 5.0 9 4.5 5.5 8.0 8.5 7.0 4.0 3.5 4.5" 6.5" ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE 200 8.5'• 7.0" 4.0" 3:5" 4.5 6.5" 8:5" 7.0" 4.0"a 3 45" 65" 8570.5" . : . :" 4:0" 3:5" 4.5" 6.5" CONNECTION TYPE.SEE CONNECTION DETAILS.FOR IDENTIFICATION OF E CONNECTION TYPE. 1/4"DEWALT SS DROP-IN 2-5/8"MIN EDGE DISTANCE W/1/4.20 SS BOLT AND C1 C2 C3 C4 CS C6 C1 C2 C3 C4 CS C6 CI C2 C3 C4 CS C6 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE o y ' ONLY. ^ =cC 6 1"EMBED(3000ps1 MIN 48 16.0"1fi.0"16.0 16.0 16.0"I6.0"16.0 16.0 10.0" 9.5" 16.0"13.0"12.0"32.5" fi.0" 5.5 7.5 I.W. ��� CONC) 62 16.01•16.0"12.0 11.0 16.0"14.5 15.0 16.0 7.5" 6.5" 30.0 10.5 B.5" 8.0 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 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" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT gag 0 • LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 11.01•11.0" 5.5 .5.0" 6.5" 8.5" 7.0" 6.0" 6.0 S.5" 5.0" FINISHES. u 0; w a n 200 5.5 5.0" 5.5" S.0" 5.5" 5.0" SY 3-1/2"MIN EDGE DISTANCE 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS I 'o 1/4"DEWALT SS DROP-IN VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING m W/1/4-20 SS BOLT AND CI C2 C3 "C4 "CS :C6 Cl_ C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD 1 ACCEPTABLE ONLY FOR .� 1"EMBED(3000psi MIN 48 16.0"16.0"16.0"16.0•'16.0"16.0"16.0"16.0"11.0"10.0"16.0,,14.0"13.0,13.0" 6.5" 5.5" 8.011 9.511 SIDE CLOSURE PIECES. CONC) 62 16.0 16.0 13.0 12.0 16.0"15.5 16.0"16.0 8.0 7.0 10.5"11.0" 9.0" 8.0" 5.0 5.0" 7.5" i o6�s "S 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER "3 n 72 16.0"16.0"10.5" 9.5" 16.0"13.5"13.0"13.0" 9.5" 7.5" 6.5" 6.5" SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4'(MIN.)WOOD 9fUD.3/4" I ? d•Y� 110 6.5 EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMIN G SCREWS SHALL #12 SMS W ALL 200 6.0" 9,0' 6.0" 5.5" 7.0" 5.5" 6.0 5MI 5.5-16.0- 5.0" 5.5'• BASE ANCHOR AND MAY HAVE EITHER OF HEAD TRUSS OR WAFER HAV � R LI 2"MIN EDGE DISTANCE 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2°ENGAGEMENT OF THREADS IN p: / CI C2 C3 C4 CS C6 C3 Q C3 C4 CS C6 Cl C2 C3 C4 CS C6 WPYPDHTFRANK LBQdIM00 PE ARMOR INSERT W/2"EMBED 48 16. 16.0"13.0"13.0"16.0"13.5"16.0"16.0" 8.0" 7.5•' 16.0" 9.5' 14.5"15.0" 5.0" 4.5" 9.0" 6.5" HEAD(SIDEWALK BOLT),U.O.N. (2000ps1 MIN CONC) 62 16.0"16.0" 9.5" 9.0" 16.0"10:5"16.0"16.0" 6.0" 5,5" 12.5" 7.5" 10.5" 9.5" 3.5" 3.5" 5.5" 5.0" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. ZO-Z61S6 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" 8.5" 7.5" 3.0" 4.5" 4.5" ® DESIGNATES ANCHORS WHICH ARE REMOVABLE 9Y REMOVING MACHINE SCREW, SALE: 110 13.5"13.5" 4.5" 4.0" 8.0" 6.0" 8.5" 7.0" 3.0" 4.5" 4.0" 7.0" 5.5" 3.5• 3.5" PAGE DESCRIPTION: NUT OR WASHER WINGNUT. 200 7.0 5.5 3.5" 3.5" 7.0" 5.5" 3.5 3.5" 7.0" 5.5" 3.5" 3.5' - E #12 SMS W/2.75°EYEWALL 48 16.0"16.0"16.."16.0"16.0"I6.0"16.0"1fi.0"11.5"11.0"16.0 14.0"16.0"16.0" 7.0., 6.5" 11.5" 9.5" 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. v ARMOR INSERT W/2.5" 62 16.0 16.0 13.5"13.0"16.0"I5.5"16.0"16.0" 8.5" 8.0" 16.0"11.0"13.5"12.0" 5.5" 4.5" 7.5 7.5 11. WHEN ANCHORING TO HOLLOW BLOCK SOS DRILLS SHOULD NOT BE USED TO EMBED(2000ps1 MIN CONC) 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" 11.0" 9.5" 4.5" 4.0" 6.0" 6.0" DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL �( S - 110 16.0"16A'• 6.5" :6.0" 10.5" 9.0" 11.0" 9.5" 4.5"4 4.0" 5.5" 6.0" 9.0" 7.5" 3.5" 3.0" 4.5" 5.0" CONCRETE SCREWS TO HOLLOW BLOCK. 200 9.0" 7.5" 3.55 3.0'•- 4.5'- -5.0" 9.D" 7.5- 3.5".°3.0" 4.5" 5.0" 9.0" 7.5" 3_ 3.0" 4.5" 5.0" 12. ALL MILLENIUM MILLFAST CONCRETE SCREWS SHALL HAVE T&C ULTRACOTE. IL.II '. I • • • PG CONN TYPE CONN TYPE ...4 E CONN TYPE CONN TYPE 5/j6'DEWALTULTRACONmMMMMEMMMEMMM®EMMMEMEMKMMMMMMMMMEMEMMMMMMMMMMMM®MM VAIN EDGE DISTANCE 1-1/2-MIN EDGE DISTANCE I, mmmommum WON/mom '%////%/////.%//% %///%%//%%///%///////.mImr//%%///%%//%%////®m%//%i%////m�F��%/////.'//////�F� 1"MIN EDGE DISTANCE N TYPE CONN TYPE CONN TYPE CONN TYPE WITH 1-1/4-EMBED ®02%/////.'////i%///%////%/////:"%//%''///////."%//%9m9m0amm®m%///%%//%%////.•�////%i%/////:%/////00/0MR, mzmm////%///i///////.U//%i%//%%//%%/////."%///i®®%/////.%//%mKmm%//%%//%///////r.%///i%///%%//%%/////.'%//%i %///i%///%%///i%/////."%//%%///%////�///i%////%///iImm%/////.%///i%/////.%///i%/////."%///%///%%///%/ V///%%////%///%%///i '-- Im////.'%///%/////.%////////////.•'/////i%/////.'////e%///%////%///%////%/////,M/%///%////%///%////%///i/////.•'/////ii%//////V///i%////%"////%//%///%%///%////%//// 0a00EMKMM%//%%////M®®%///%////i%/////:MMM1MIMM INMMMMIMMa ////i%///// ®FE D%///%/////.m V///%///i%/////./////i%/ %///%/////.%///mmmm9mmmaa a/////.%///%/////:%///i'///////:%///%/////.///// m ///// //%%/////////%///i///%/////%////''/////i%/////o//i®®%/////.''/////i%/////."////i'///////."///%'/////%/////,WE//%///%'//////%/////.•////i m�//��//��//��//%��j��%///%/m//�%/%/%//���MEMO//////%////.%///%////.%///%////.////%/////.%///%///%/%/.%///%/%%�//%//// ■00©0©00©0m00©000000m00m0000©0© Em'///////..////%///%%///%%///%////i%///%////%///%///%%///%/////r%///'/////%'/////em®%///%'/////i%////m®////%///%//////.m®•'//////%//////."'///// - 1-3/4-EMBED ■m®©0©00©0©mm©0m0000m0m©mmmm©�© 0///////'///////////%///%///'/////%'/////%///''/////%'/////'//////%///%''/////%'/////% %////%////%////.�///%%////�/////.%///%%/� m%///i%/////.%///KW////%///%////%////////�///G%//%%////. % % %////%///W/m////i,%/////.•%///%////%"'/////%/////:'////.mo,////i%///%/////Y No%ME//,///// ■mm00mm000mmm©m®0©©m©000mmm00mm _• ®WITH 1-1/4-EMBE]DA maua%//%////, •IN%////.%////%////.%////////. ///%///%////%///.®®Rm® ® %/, % %//% f_..,........ //// ;�/// ,i// /%ia/�/// //110 if mm111, "ii�/,�/// /� %% % i/�i/i - 11 8AFRANK BENNARDO,PE 4 PE#OD46549 CA#9885 ANCHOR SCHEDULE: WOOD (G=0.55) I W A f ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) iii ¢� w�Jg /4"MIN EDGE DISTANCE 3 11 i.u 3 it- G Spans Up To 6'-0" S dp ns UD TO 8'-8" Suns Up TO 13'-0" ; _W�j O _��n G t; CONN TYPE 3 CONN TYPE CONN TYPE Z 1 pCk 2"MIN EDGE DISTANCE � LS.I HOR E G O LOAD SO CONN TYPE 0'1 SD CONN TYPE B" Spa CONN TYPE D 1/4'CLAG SCREW WITH 1-3/4' (48 16.0;'16,0'i 11.5 115 16.0 lfi 0 1 0 7.5 1 7 0 16,0 16.0 g16.0 4.5 4.5 i1 CSF>QU vz qF o ANCHOR LOAD 9a u7 aO m m Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 CS 0 L ID q�N z m i 1/4"DEWALT TAPPER+W/ 48 15.51,15.5 6.5 6.5 15.5"30.5' 10.5" 4.0 4.0 10.5 6.0 fi.0 MIN THREAD PENETRATION fit 16.0 16.0 8.5 8.5 16.0 16.0 16,0 5.5 5.5" 16.0'16.0"I35.5" 3.5" 3.5":9.5" WWj�NO�%t�w E I-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" 7.5" } i cOi'4 rJWi ®E �+ 72 30.5"10.5" 4.0" 9.0" 6.1" 6.D" � 110 16.0"16,0" 4,5" 4A" 13,5"14,0"12.0" 3.0" 2.5" 7.5" 11.5" 9.S' 2.S' 2.0" 6.0" 3 LL" O u 110 1.S 1.". ? ( IA K t P: 200 11.5" 9.5" 2.5" 2.0" 6.0 1L 9.5" 2.5" 2.0" 6.0" 11.5" 9.5" 2.5" 2.0" 6.0 i .,.r � W w F tE O u 200 N 7/16"WOOD BUSHING WITH 48 1L 16.0" 9.5" 9.5" 16.0"13.0"13.0" 5.5"1 5.0" 13.0" 7.5" 7.5" 3.5" 3.0"i 4.5" s '(J o 3 m#12 SMS W/2"EYEWALL 48 16.0"16.0" 8.5" 8.5" 16.0"13.0"W13.0" S.0" 5.0"¶12.5" 7.5" 7.5"B 3.0" 3.0 4.5" 1.13"MIN EMBED& 4-20 1/ 62 14.5"14.5" 6.5" 6.0" 14.5" 9.5" 10.0" 4.0" 3.5" 6.5" 5.5" S.0" 2.5" 2.0" 3.0" o , °O 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" 4.5" 3.0" SS MACHINE SCREW 1 f; �? 72 12.5"32.5" 5.5" 5.0" 11.0' 7.5" 7.5" 3.5" 3.0" 4.5" 4.5 3.5 2.0" 2.0" EMBED 72 12.5"12.5" 5.0" 4.5" 11.0" 7.5" 7.5" 3,0" 3.0" 4.5" 4.5" 3.5" f (O ❑ COL-tnm� I10 7.0" 7.0" 3.0" 2.5" 4.0" 4.0" 3.5" 2.0" 2.0" 3.5"3 3.0" 110 7.0" 7.0 3.0 4.0 4.0" 3.5" 3.5" 3.0" O 4�1�0 ti = O 200 3.5" 3.0" 3.5" 3,0" 3.5"1 3.0" 200 3.5" 3.0" 3.5" 3.0" 3.5" 3.0" 3 ;14 SMS #14 WOOD SORE 48 16.0"16.0"13.0"13.0"16.0"16.0"16.D" 8.5" 8.0" 16.0"16.0"16.0" 5.0" 5.0" 12.0" OR 1/4"6EWALT TAPPER+ 62 16 D"16.0" 9.5" 9.5" 16.0"16.0"16.0" 6,0" 6.0" 1fi.0"13.5"12.5" 4.0" 3,5" 7.5" m ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK WITH 1-3/4"MIN THREAD PENETRATION 72 16.0"01616 --- 7.5" 16,0"16.0"16.0" 5.0" 5.0" 12.0"11.5"10.0" 3.5" 3.0" 6.0" 110 16.0" 4.S. 10.5'11.0" 9.5" 3.0" 3.0" 6.0" 9.0" 7.5" 2.5" 2.5' 4.5" u• 4"MIN EDGE DISTANCE 200 9.0 2.5 4.5" 9.0" 7.5 2.5 2.5" 4.5" 9.0" 7.5" 2.5 2.5 4.5" G Spans Up To 6'-0" Spans Up To 8'-8" Spans Up To 13'-0" LOAD CONN TYPE CONN TYPE CONN TYPE P�'��+i- ❑o _ ANCHOR (PAD Cl C2 C3 C4 CS Cl C2 1 C3 C4 C5 Cl I C2 I C3 I C4 CS 5/16"ITW TAPCON%L W/ 48 16.0"16.0 16,0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16,0"10.5" 9.5" 15.5" ANCHOR SCHEDULE: WOOD (G=0.42) E 2-1/4"MIN.EMBED 62 16.0"16.0; 16.0"16.0"16.0"16.0"i16,0 12.5"11,5"16,0"1660"Ifi 8.0" 7.0" 10.0" 3/4"MIN EDGE DISTANCE i Zm b Z m ° 72 16.0"16.0"16,0"ISN'16.0"I6.0"116.0"10.5" 9.5"115.5"14.5"12.5" 6.5" 5.5" 8.0" U m G Spans Up To 6'-0" Spans Up TO 8'-8" Spans Up To 13'-0" Y Q 6 110 16.0"16.0"10.0" 9.0" 14.0"14,S 12.5" 6.5" 5.5" 7.5" 12A"50,0" 5.5" 4.5" 6.0" t O LOAD CONN TYPE - CONN TYPE CONN TYPE 1 -� E F❑ .r. ❑u 200 12.0"10,0" 5.5" 4.5" 6.0" 12.0 10.0" 5.5' 4.5" 6.0" 12.0"10.0" 5.5 4.5 6.0" _ ANCHOR (Ps0 Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 ! C5 0 5/16'DEWALT ULTRACON 48 16.0"16.0"13.5"13.5"16.0"16.0"16.0" 8.0" 7.5" 16.0" 9.5" 9.5" 6.0" 1/4"LAG SCREW WITH 1-3/4' 48 16.0"16.0" 9.0" 9.0" 16.0"I6.0"16.0" 6.0" 5.5" 16.0"16.0"16.0" 3.5" 3.5" 30.0" 4 w W/2-1/4"MIN.EMBED 62 16.0 16.0" 9.5" 8.5" 16.D"12,0"12.5" 5.5" 5,0".8.0" 6.5" 6.0" MIN THREAD PENETRATION 62 16,0"16.0" 6.S" 6.5" 16.0"16 16.0" 4.5" 4.0" 13.5"11.5"10.5" 2.5" 2.5" 6.0" c $ (F❑ 72 16.0"16.0" 7.5" 7.0" 14.0" 9.5"1 9.5" 6.0 5:5" �i ry 72 16.0"16.0" 5.5" 5.5" 16.0"16.0"I6,0" 3.5" 3.5" 10.0" 9.5" 8.0" 2.5" 2.0" 5.0" - i 110 8.5 8.5 S.0" 5.5 < �' 110 15.0"34.5" 3.5" 3.0" 9.0" 9.0" 8.0" 2.0" 2.0" 5,0". 7.5" 6.0" 2.0" 4.0" d i 17 0 200 u 200 7 S' 6 0" 2 0" "- 4.0 7.5 6.0" 2.0" 4.0" 7.5" 6.0" 2.0" 4.0" § 2"MIN EDGE DISTANCE 514 SMS,#14 WOOD SCR 48 16.0"16.0" 9.5" 9.5" 16.0"16.0"16.0" 6.0" 5.5" 16.0 11.0"13.5" 3.5" 3.5" 7.0" 1 > Y Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 ❑O OR I/4'DEWALT TAPPER+ 62 16.0"16.0" 7.0" 6.5" 16.0"14.0"15.0" 4.S"1 4.0" 9.5" 8.0" 7.0" 2.5" 2.5"1 4.5" ' WITH 1-3/4"MIN THREAD #12 SMS W/2"EYE WALL 48 36.0"16.0"10.5"10.5"16.0"16.0"16.0 6.5 6.5" 36.0"12.5"12.5" 4.0" 3.5" 7.5" O PENETRATION 72 16.0"16.0" 5.5" 5.5" 16.0"11.0"I1.5" 3.5" 3.5" 7.D" 6.5" S.5" 2.0" 260"i 3.5" 3 E ARMOR INSERT W/2"EMBED 62 16.0"16.0" 7.5" 7.5" 16.0"15.5"16.0" 5.0" 4.S' 30.5" 9.0" 8.0" 3.D" 5.0" 110 10.5"30.0" 3.5" 3:0" 6.0" 6.5" 5.5 2.0 2.0" 3.5" '$ 72 16.0"16.0" 6.5" 6.0" 16.0"12.5"12.5" 4.0" 3.5" 7.5 7.0" 6.5" 4.0'l 200 5.0" 4.5" 2.0" 2.5" `U-� 110 11.5"11.5' 4.0" 3.5" 7.0" 7.0"9 6.0" 3.5" 6.0" 5.0" 8 f 200 6.0" 5.0" 3.0 6.0 5,0" c gi n7 u gg ANCHOR ANCOTES:SEE TESHEET a 00FYFWFRMKLBEIUWi00PE 10 FOR gg 9 20-26156 g SCALE: t PAGE DESCRIPTION: FRANK BENNARDO,PE ROUND WINDOW PE#OD46549 CAC9885 t'rASSEMBLY - •'• ' EDGE OF ACCORDION 12"MIN FROM •''33 SHUTTER BLADES EDGE OF SHUTTER," EDGE OF ACCORDION TOP OR BOTTOM -i SHUTTER BLADES 0.125" k t 0.125° 0.032" 1tltl333 0.032' I z C t wm 0.196-ZO F e, _ rr f m O O j ``�L I=Ilm �� (n� ,�1� Z ' yW,NLLmW 17 i j ti w a { 3.5"MIN i 6, U W t o O 2.875'0 HOLE TO RECEIVE ROUND TYPICAL ggi 'i ppp WINDOW ASSEMBLY f3 � Z aymgqz� _ VJ p,y a u 02.875°\\~ -{{-0.188" j 6 2.875"0 HOLE(TO RECEIVE ) 3 L W Lu 03.250 € 1 ROUND WINDOW ASSEMBLY) to G: w 8 ; MAXIMUM OF 3 WINDOWS 1, o W A LIGHT-N-VIEW WINDOW PER EVERY OTHER BLADE �o N.T.S. SABIC PLASTICS SLX1431T-UL-94HB LIGHT-N-VIEW WINDOW ROUND WINDOW S I ASSEMBLY 13 N.T.S. EXTERIOR ELEV in a m m b i{ 12"MIN FROM EDGE OF SHUTTER, r EDGE OF ACCORDION ac� 6 TOP OR BOTTOM SHUTTER BLADES RECTANGULAR WINDOW ASSEMBLY 3 ( 3I m a 1 BLADE W ROUND WINDOW g D N.T.S. EXTERIOR ELEV 6 3 7 8y E: s ra SEDGE OF ACCORDION 13 - `-2 210"-� ; w SHUTTER BLADES (§ 6{ 6 a' 3 g Y- L 1.210' g 1.,6E U 0. i d 1� o 0.145'-+=� �:-0.145" o g 3.5"MIN ° I` 8 a ri y 6 d {pv ( { TYPICAL I LO mac gg 3 6{ Ll 1 5 1 { 1.500"x 6.000"HOLE(TO 9 L l RECEIVE RECTANGULAR h1 o WINDOW ASSEMBLY pa E 6 { MAXIMUM OF 3 WINDOWS d 1.500'x 6.000"HOLE(TO RECEIVE ri 161" +--- -RECTANGULAR WINDOW ASSEMBLY) PER EVERY OTHER BLADE- -RECTANGULAR - h o ■ e o O v 0 093" _.020• 3 RECTANGULAR WINDOW e w n -T- --_ _ .118' 13 N.T.S. EXTERIOR ELEV mQ '� - DIA. 3� ## _ 0.500" 0.500" o V p Hill uii -1 (INT.) ® 3 i RECTANGULAR WINDOW S Al 6 RECTANGULAR WINDOW NOTES: gg� 5 TYPICAALH 3 i®r---{p ASSEMBLY gIg (�') € �..145' 1. THE RECTANGULAR WINDOW SHOWN IN9 g8 g i i/ 5/13 I5 MADE FROM GE XL30 LEXAN WITH ) 0.355" r0 r 0.075"MINIMUM THICKNESS. a I i e 5 3 c �� r 2. FRAME FOR RECTANGULAR WINDOW MAY 1 �.R e $� R U 3C 6 •OI 7 o i / BE NYLON 6 OR POLYCARBONATE WITH A o 1 I 0.145" { MINIMUM THICKNESS OF 0.161".ATTACH 00nTJ ffFRANCL8BUUt+m PE 3 6 -f- TO BLADE WITH(6)#4 SS SCREWS OR 20-26156 1.856"-{�0.177" .355" BOLTS WITH NUTS. SCALE: A - SECTION A-A PAGE DESCRIPTION• E 4 BLADE W RECT. WINDOW 5 RECTANGULAR WINDOW g� 13 N.T.S. EXTERIOR ELEV 13 N.T.S. EXTERIOR ELEV ^✓^�yJl ACCORDION SHUTTER SYSTEM FRANK BENNAROO,PE PE#0046549 CA99885 3 3 ALTERNATE MOUNTING OPTION :: 69'+ MAX.1 DESIGN SCHEDULES SPAN I OPTION 1 OPTION 2 (� 1 2x3xO.25 ANGLE 6063-T6 2 2x3x0.125 ANGLES 6063 T6 z 2 ANCHORS " w m Df ,''� ( ) ALLOWABLE DESIGN ALLOWABLE DESIGN v ( PER TAILSIDE,SEE3/14 NOMINAL PRESSURE NOMINAL PRESSURE ern.�Nw N DETAIL 3/14 uJ NOMINAL WIDTH POSITIVE(-) NEGATIVE(-) POSITIVE(�) NEGATIVE(-) �Wo �_��� PER SCHEDULE t 42• 151 psf 200 Psf 42" 80 Psf 173 psf Z�;r j aU w 1 TYPICAL ELEVATION OPTION 1 45' 131 psf 200 psf 45" 69 psf 151 Psf 116 psf 1.77 psf 61 psf 132 psf 7 0 L m p� N.T.S. EXTERIOR ELEV 48' P P 48' P P ux, E N O 3c G w 14 51• 102 psf 147 P� 51' 54 psf 117 psf q.11il'O"y w w ACCORDION SHUTTER SYSTEM 0 u -Z - 5q• 91 Psf 124 psf 5q• 48 Psf 105 psf 57' 82 psf 106 psf 57• 43 Psf 94 Psf I N W V w 60• 74 psf 91 Psf 60• 39 psf 85 psf f-�"' ID 0 W 69" I 7 1. 67 psf 78 psf 63• 35 Psf 77 psf _. .13 I 3 q 66, 61 Psf 68 psf ga- 32 psf 70 psf MAX `f 69• 55 Psf 60 psf 5g• 30 psf 63 psf SLAT y 72• 51 Psf 52 psf g 77 27 Psf 56 Psf SPAN 3 75• 46 psf 46 psf 75• 25 psf 49 psf m 78' 41 Psf (2)ANCHORS { 41 Psf 7g• 23 Psf 44 psf LL 0 — PER SIDE,SEE 0 i 81 37 Psf 37 Psf 81' 21 Psf 39 psf DETAIL 4/14 ZI NOTE:DESIGN PRESSURES SHOWN IN DESIGN SCHEDULE ARE FOR w 2 NOMINAL WIDTH DETERMINING MAXIMUM ALLOWABLE HORIZONTAL SUPPORT ANGLE SPAN. $ PER SCHEDULE SHUTTER SPANS AND ALLOWABLE LOADS SHALL NOT EXCEED THOSE ~a^ a m 4 z TYPICAL ELEVATION OPTION 2 PERMITTED IN DESIGN SCHEDULES. �rZ? m -1 14 N.T.S. EXTERIOR ELEV v u m SHUTTER SYSTEM SHUTTER SYSTEM m Cl �i w wo 2"x3'x0.125'6063-T6° EL p 2"x3"x0:25"6063-T6 ` r� CONTINUOUS ANGLE��jA 1 '! 3 CONTINUOUS ANGLE SUPPORTING SHUTTER TRACK�ZIIf- 3: 111 SUPPORTING SHUTTER TRACK 111 l 3f: 6 x Q O tn g 3'0'LAG SCREW WITH 2 J%'r.: '` S s �"LAG SCREW WITH 2 THREAD PENETRATION; THREAD PENETRATION.,, B AND EDGE DISTANCE ,.' ,+ ;3 .'.� AND 3/4"EDGE DISTANCE+ TO G=0.42 MIN.WOOD,- -'j 'I TO G=0.42 MIN.WOOD,•'' CENTERED IN LEG OF .' d I n , CENTERED IN LEG OF,%�.>`r i� 2"x3"x0 25"ANGLE 2 x3 xO.25'ANGLE U , G=0.42 MIN.WOODj' 'sT�' G=0.42 MIN.WOOD J,°J'.d'r%p' jj� o HOST STRUCTURE �'� �y✓f' 7 (',J+ HOST STRUCTURE /�%'�• 1 t_., �c ' �51m 444g m /f /%' d S CEILING HEADER ++' ✓ ,. _ CEILING HEADER m Si S'rc¢lu ¢ j+ � %J j .r° '� ANCHOR NOTE:4"MILLENIUM MILLFAST SCREWS W/ .w / r >r` ° ST&CCR ULTRA COTE MAY BE USED IN LIEU OF THE LAG gg a y 1/4-20 316 SS THRU-BOLT SPACED 1/4-20 316 SS THRU-BOLT SCREWS CALLED OUT ON THIS SHEET UTl3ZING THE 4` I g=Y9 e " 12"O.C.MAX OR#14 316 EMS OR e y 1'/ d�/ SPACED 12"O.C.MAX OR#14 SAME CRITERIA. a = �/4 LAG SCREW WITH 2"j SIDE SPACED 6'O.C.MAX.FASTENER Y LAG SCREW WITH 2"�� 316 SMS OR SDS SPACED 6" Ci THREAD PENETRATION SHALL 1 SHALL BE LOCATED 1"FROM ENDS. THREAD PENETRATION O.C.MAX.FASTENER SHALL BEIR c � s AND%"EDGE DISTANCE/ AND-"EDGE DISTANCE, !/E� " LOCATED 1"FROM ENDS. TO G=0.42 MIN.WOOD, /•;• TO G=0.42 MIN.WOOD,/ WPYFUCiRRUN(L NMUI+DO PE. CENTERED IN LEG OF f 2 x3"xO.12S"6063-T6 ALUMINUM ?� > 2 x3"x0.125"6063-T6 r� CENTERED IN LEG OFF. s; /x 20-26156 2"x3"x0.125'ANGLE, / ANGLE,2"LONG,ONE PER END 2"x3"x0.125"AN ✓,d CONTINUOUS ANGLE ...... OF 2"x3"x0.25"ANGLE. ••••••••••�'�+'/�+'" +°%� SUPPORTING SHUTTER TRACK SCALE: - PACE DESCRIPTION: E TYPICAL END ATTACHMENT TYPICAL END ATTACHMENT 3 OPTION 1 4 OPTION 2 / 9'4 14 N.T.S. VERT SECTION 14 N.T.S. VERT SECTION L_--L-Fti a