Loading...
HomeMy WebLinkAboutProduct Approval , CONTRACTOR COPY • 4 �e t Business 4 a Regulation _ _._ _ •��_1If��.I_. .. BCIS Home ' Log In i User Registration Hot Topics I Submit Surcharge I Stats&Facts Publications I Contact Us ' BCIS Site Map Links Search Florida Product Approval USER:Public User aF "ks RECEIVED Product Approval Menu,>Product or Application Search>Application List>Application Detail APR 0 9 2021 FL# FL13757-R7 Application Type Revision Pgrmltting Capartment Code Version 0'2,0 , {o (� �a St. Lucie Cou;rty Application Status Appro,"e Comments CGpir Archived L3 Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale;FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Frank L. Bennardo, P.E. Evaluation Report. Florida License PE-0046549 Quality Assurance Entity National Accreditation 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 i 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 EVAL1.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 DWG2.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 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.CopXright 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: NE Credit Card Safe 6 .8 ACCORDION SHUTTER Digitally signedY FRANK BENNARDO,PE g'jyys"u ''"., PE#OD46549 CA#988S 1 Frank Bennardo w, FOR USE WITHIN AND OUTSIDE THE HVHZ , .��� �ate:zo2o.oa.lz eel,.•'" 21:21:11-04'00' t� TABLE 1 TABLE 2 MINIMUM SEPARATION FROM GLASS ALLOWABLE SPAN SCHEDULE MINIMUM SEPARATION FROM GLASS TABLE 3 NON-HVHZ C7 O cN __,._. -__..__..___..,_,w_................ o. _ __ _ ._.___ . ALLOWABLE SPAN SEENOTE3BELOW �a FOR USE WITHIN THE HVHZ FOR USE WITHIN THE HVHZ Z SCHEDULE MINIM SEPARATION -'r'.' W r o f HVHZ HVHZ MINIMUM SEPARATION F O NON-HVHZ FROMROMGLASS ((� u„M-E u of u POSITIVE POSITIVE WIND ryVHZ FROM GLASS POSITIVE NDLOAD LOAD WITH NEGATIVE POSITIVE W rrnn E W g WI DESIGN SHUTTER VJ u� DESIGN WITH CENTERMATES WIND LOAD DESIGN SHUTTER INSTALLATIONS INSTALLATIONS POSITIVE AND INSTALLATIONS INSTALLATIONS W ku WIND UNIMATE z9 ALL PRESSURE SPAN DESIGN PRESSURE SPAN 530'ABOVE >30'ABOVE Z(y- ui 0 5 30 ABOVE >30'ABOVE NEGATIVE WIND W w U,. x LOAD(PSF) �D MOUNTING (PSF) GRADE GRADE LOAD LOAD ALL (PSF) GRADE GRADE ��ryIT ff11 �7 Q- w OR DI 8 s LOAD (IN.) ON.) l.J�I. 4 W i CONDITIONS'" (IN.) (IN:) � MOUNTING yv pt m OR n & I4 (PSF) CONDITIONS" L!\ �"O E w m ----.- 29.3. 156, 5.T' 3.5' 60" 3.1" 1.1" W O N J,�z w 23.9 156° 156, 156" 60' 3.0" 1.1" 50.0 156, 30 U W q, 89" -3.1" 1.4" .-I 25.0 154 156, 156' ---^� �°�°�^'^-'-"`w"°<" """ 120" 3.1 1.9 z ll «..�.-,..,...�...«.,„.<...<.. 99" 3.0" 1.5" 55.0 155' 3 U-a 30.0 147° 156 156 30 "^"""""` ------- 120' 3.0" 1.9" 60.0 148' 156" 5.8" 3.5' U1 m w 35.0 142" 150" 158' - 60" 3.1" 1.1" U1 156' S.T 3.5' 65.0 143' Gn' 40.0 137" 146' 156' - 89" 3.1" 1.5" m - ---- 60' 3.0" 1.1 L70.0 13T 45.0 13Y 141" 156' 99 -..-3.0" 1.6" 133'50.0 129° 13T' 156' 108' 3.0" 1.8" 403.1"55.0 126' 134" 155' 40 120' 3.0" 2.2° 125" 13Z' S.8" 2.T60.0 124" 131" 148'65.0 121° 129 143 TM ' •"S.T'- --"-2.8' 121' 156' S.8" 4.3'211 .....143145" 5.T 3.5" 118' 60" 3.1' 1.1_ 115' 991, $.1" 1.T..".........,.,........,.,. 60" 3.9 1.1"75.0 117" 124" 133'75.0 117" 12Z 133' 99' -". 3.0" - 1.T 112' 50 108"� 3.1"m 2.0" u. 66.0 113° 120" 125' S0 108, 3.0" 2.0' 110.0 110' 129 3.1" 2.5' w +k 132' S:6�-�.r 3.1' 4�9- 120" W 3.0" -- -"2.5° 115.0 W 107' W q .9 90.0 112" 118" 121" 120.0 105' 156" 5.8" 52" F.� o 95.0_ 110" 117" 118' 13T S.T' 3.5' 125.0 103' 6 3.1" 1.1" D'rnR O m -100.0 - 109° 115" 115 - 60" 3.0" 1.2 c a OC m 105.0 107" 112" 112' 60 99" 3.0" 1.9'• 130.0 101' 99" 3.1" 110.0 106" 110" 110' 108" 3.0" 22" 135.0 99' 60 108" 3.1" 2.1" O Zm 8 Z ¢ .-. 140.0 95, 120 3.1 2.T U m 115A- 105' �1OT' 107'W 131' S.T' 3.5' f Qo 120.0 104' 105" 105' 60" 3.0" 1.2" 145.0 92' 148' S.8' S.0° F 125.0 - - 103' 3.0" _ _„_,},;5; 150�0 89' 60 '3.1" 1.1" W 70 155.0-. 86" 84" 3.1 1.5" 3'E 3 j 130.0 - - 101 99" 3.0" 2.0' 135.0 - - 99" 126" 5.T 3.5" 160.0 83' 70 89' 3.1" 1.9" g' 140.0 - 95" 60° 3.0" 1.2" 165.0 81' 129 3.1° 3.0' m 84' 3.0" 1.T 170.0 78' 13T' 5.8" 4.5" 145.0 - - 92' 90 175.0 76" 60 3.1" 12" o d 99" 3.0" 2.3° ry 150.0 - - 89' 180.0 74' 84 3.1 1.6" � 10.0 - - 86" 118" 3.5" 3.5° 160.0 83' 60" 3.0' 1.3" 185.0 72" 90 98 3.1 �2.2°� a __...m .�..e._... .Y.<....._..<......... <..,< 1 - .___...__...._,._.._._.. 110 195.0 68' 121" 5.8" 3.7' 99" 3.0" ._.....2.5'< E 170.0 - - 78' .._. ........., 200.0 68 60" 3.1 1.2" 175.0 _ 76" 110, 3.3" 3.3" " 3.1 1 8" ._.�... ..v___............ .._____.._...-..._. .....".74_.._ 94 � 180.0 - - 60' 3.0" 1.3' FOR BUILDOUT MOUNT MAXIMUM 110 � � a . 185.0 - 72" 120 84' 3.0" 1.9" SPANS AND PRESSURES,SEE 98" 3.1 2.5" c g Zle�g .� 110" 3.3 3.3" 190.0 - - 70" 105" 3.1" 3.1° TABLE C ON SHEET 6/13 60" 3.1" 1.2" z 9 � 195.0 - - 69 �• _ 84 1.8" x WW m filN g FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE ..,, Ed u D:2 6'. ".m I ins. „ 200.0 - - 68 TABLE C ON SHEET 6/13 120 99' 3.1" 2.6° o s25�sirc¢u Q m 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 ANDBROWA6 � COUNTY FLORIDA. DESIGN D COUNTY SHOWA. p y ¢ 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN SCHEDULE"ABOVE ARE of s SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN MAXIMUM.ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 3. SEPARATION FROM GLAZING IS NOT REQUIRED IN WIND ZONES 1-3 UNLESS LOCAL (a ' 3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND 4/�y MUNICIPALITY ADOPTS ADDITIONAL CRITERIA. i 3 3 e e OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: (� l` 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE �` 1) BEING REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO.MOUNT TO A WOOD OR - PF. 261 6 BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR 1�17 - CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD. Z0Z(lrj6 THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS SCALE: _ AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE _ BETWEEN THOSE INDICATED ABOVE,THE DESIGN PRESSURES FOR THE NEXT HIGHER .....<........"<..."............ PAGE DESCRIPTION: HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN SPAN SHALL BE USED. VISIT ECALC.IO/26156 MN f PRESSURES ARE AWAY FROM THE HOST STRUCTURE. FOR SITE SPECIFIC ONS 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT aMOREINFORMATIONABOUTVTHSIDOCUMENT '• ,y a PERMITTED,FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICANE PROTECTION ORSCAN THIS OR CODE J1 THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL dull C� BE USED. �. FOR AIDDITIONAL PLANS,REPORIS6RESOURCE9 i FRANK BENNARDO,PE PEA OD46549 CA#9885 • Pvia � O a �'-'•'ri�1e1S lil r~i J �u GENERAL NOTES: Wu, LLG�iLL � 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARICS - NO LIMIT Z �> m� CODE SEVENTH EDITION(2020),FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE - -"' - - (f� �¢ -� 0 ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE oL m bqiz S(IRC).THIS SYSTEM MEETS MISSILE LEVEL"D".SEE PRODUCT EVALUATION REPORT FOR MORE rcN O Yuw INFORMATION. m.SECTION uJ o o`-'3 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE LL 3� o DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE --------- -- -- ---• --� z REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA ---TOP TRACK Ul W w BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE w Ed3. TESTING WAS CONDUCTED IN ACCORDANCE AWITH TAS 20%02/203 AND ASTM E1886/E1996/E330. CAPACITY VALUES LISTED HEREIN FOR ANY ~m 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. M B 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND lz ZONES,IN ACCORDANCE WITH ASTM E3996.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL ^ m CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. ¢ PLAN ^� 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND r V 1F W LL LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. cl)¢ w 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FORul Ey, •t✓m WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7-16,A DIRECTIONALITY FACTOR OF Kd G ❑m u5 =0.85 SHALL BE USED. -'. Wa„ ¢m 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC o.s* m § 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL N Vim' z ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15 ¢< OF THE FLORIDA ADMINISTRATIVE CODE. F i LV" w w 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE 30 CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR W E o 5 VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM a o THE STRUCTURAL SUBSTRATES DETAILED HEREIN. d a 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING 7 OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND I3(JTTCIM TRACK a SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE DEVIATION,.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 3` 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: E TOWN&COUNTRY INDUSTRIES LOCKING MECHANISM S. FORT LAUDERDALE,FL _ 9LB MISSILE LEVEL D-ASTM E1886 E1996&E330 TYPICAL PLAN VIEWS w s TAS 201,202&203 FLORIDA PRODUCT APPROVAL NUMBER ' e g 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCORDION Q m ga 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A SHUTTER ELEVATION 3 m � MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 0 a u E 4 ALUM.ALLOY. N T.S. e 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR Q6 BOX LOCK AT CENTER OR SIDE CLOSURE. 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 8 j g fill s 17. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. I °m 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". LL 8 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. a o � 6 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE COPYRDHfFPAN(L DENN=PE. ABOVE-NOTED BUILDING CODE 2�_Z6156 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING ¢ REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR 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 94 S - FRANK BENNAROO,PE PE#OG46549 CAN9885 2.87 r.•• I PROJECTION VARIES 3.610' _ 1994" 1p ovN+ ,�•-e.1•.m1105..,0""y y......,_....•�`.".._.._lf_."..t..y_-....."..."_"._...y .n 4.n.�>i,k_w..•..".,... .•"•....."I ..9„ -,r.._."_._.e.-.mIII._.,._r.._._..y�i.n.. m I- .1..4....3_'0.__68._"2� 7.8_2X. .068 / ._._.�"..�.,1I ,` ' vp+ _ I1n0'0'�1�•_'ua 1907'1_7'+ti0l 6 u .14.874' MA 825 2:15 4�3" •" .10 0'Tl____"_1W�.9700 8©''"U_..."y -in_.N`•_.�•y UT a6u+g(rfl75.".... 143 108N" 1.708" 1143 '95" y '1951, +oD......... 96' 143195 1 0 zo 066" o nZN ' W"( rIT, V`f� /aOd I -062' t` N N N_ti ... u0 .062' .062' ..095'• :062' N Wu, 2-1. J� ` t� _ __n _ mil` .zoo 1.069'X" __. [J� LLN _� m _ , I W .062" 62 (200 .062" 200 630' .200' CD 21 25 0�, 071" 1630 ,�1.510' w W;Q g30" 62" .........,� 1510 ,6 ••••XXX��� ul 1; 17^' , . m 608'630 ._"_".......�...._ 1.250971" .588' - - -�' Z11n� _ 69 .971" } I 971" 1,�f .095 �... 095' 1.069' .....__ 2.728'._.._...__ 17J uy. �a6 co Z ,-1.250" 1.200" .095'1/ .971 .030' 2.748' X L!,� ai q4�i7 3 610 UJ o_j mo w .". ....•...,.•"". ,...•.. 5 745.'_M_ X: t•"..».....__ 5 7i g..MA X.:w,.._,�=v,...,..... � "W" LIT[ 2-LEG WAIL HEAVY hIFADE R SILL_ LI IE h1EADE'R SILL Utn LL V Z 1 WALL 2 BUILD OUT WALL HEAVY 2-LEG WALL 4 5 _�__ __. _ �� 6 1 mw O'CA-E.WALF SIZ O SCALE-HALF SILO O SCALE:HALF 517,E O SCALE HALF SILL' O SCALE:HALF SIZE O SCALE:HALF SIZE J WO -WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS z6ss• l.e2s' m 2.655" --W-.-�. -_.. .875'. ?.195' 1.230' S 825" .f ____ 2.195_� p _ _ -^{' .510' a X---- .5881..,_,._i I o _ ca a--.".......... .6D0' _i_-.510" u+ , _ 1.060 0 .-.•I •.085' - �F N } oo O ` �"r�� ti¢ m r N 1- 400" F N N -� M o I F I N .895' li In --•.IC� 90` ru v; I!OS' in I Mr i. 060' ^ _o105 2 N ' L...._ .-1�..1 I Xcv TYP n] r'; In ._ f V TY __-" 1' 1�105' ri 230"TYP. _ fi.. _X ,� .621' �0._. o�` :621' F-875..:;F..�_..._,....�,@ `X.:._...• I _.......__ ..._""_'t� g.781' /E 3_...._ ....._..__.�...-__ I N 2.300" I 4510•. 1.985' I 4.510' ............twi9sY.._......_ k--- c04.510' --I o 50" ............_. ..._........._...._....._.._.._....................._._.... I t�_......._..T..�..._�_._...-...-._..-__.. v O7 SILL Og SILL ADAPTER O 10 EXTENDED SILL ADAPTOR MID SILL 12 N SILL ADAPTOR F1 a SCALE:HALF SIZE g EXTENDED SILL HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE O SCALE:HALF SIZE SCALE:FIALF SIZE _._. 1994" E r,-•_,_-_____ 4.60>3�' j30.225- 31L." 971, 0 4.140•, .143" 1 9- �0 „-{f•14.3" 325.. 06 .258" 62 297" 069" 6 3.41 oo mf _o 630 z ' 3LAD� sz TyP. 6.8 SLAT/ 6.8 STARi7SCALE:PAF SIZE HALF SIZE 1.z50" 97r• ,13 0 21 �H gy RADIUS CEILING HEADER SILL qq SCALE:HALF 517_E. .. _.-..--L,102"- - .310'.• 4 N R CMYMWFRAWLBENNMBOPE t'zz7 :r7I 630• ,1..oso•N 20-26156 .�....,_-.-. suLE: F PAGE DESCRIPTION• E 14 CEILING pIf�ADFRfSII.L• 15 6.8 STACK/CONECTOR SLAT1f31-ADE SLALL':HALF SIZE _...._._..._.._._ _ __. ._..._....... SCALE HAI,F SIZE s FRANK BENNARDO,PE PEA OD46549 CAd9885 - 3750 950 w 2.0 8' 410-24 THUMB 125' STAINLESS STEEL Ct' 10.yI SCREW^ • Z ASSEMBLY 0 0� .3200 HOLE. �J J p O o N NYLON u '.0 o m C/ m N .050" WHEEL _ V, ,_ ,.,wo..,.........-...,....e.._ 1.100" Q LL W.240" .._....._o EE m •• fmfl u O 1Ip\--/1iII 17":�...__..-...--.._............._............._..--_..__�._....:.7 � � V _ - -11750_"I�J1It` ((� wr.J�ur U ' . 5 MAX. TYP.AT EVERY OTHER 7I w _- 0RECESS SILL FOR USE WITH INSIDE•JOINT•AT TOP. 97�•Jl uj ANGLE 3 AND ONLY CYLINDER-SOLID BRASS,NICKEL PLATED Z wW Umwa SCALE:HALF SIZE ® I-> z 22 ROLLER ASSEMBLY HOUSING-ZINC OICAST,POWDER COATED Uf fl �Q9-�Z SCALE:HALF SIZE 21 SLIDE RQp _- SCALE.HALF SIZE NO,-:MAY BE KEY OPERATED OUTSIDE OR THUMB Z aimg4i2 NYLON WASfiER SCALE:HALF SIZE TURN OPERATED INSIDE. Wlfi wA a 0. OR ALUMINUM ,-, ,y 250' WW tl W^®w (NYLON BUSKING 23 BRASS PUSH LACK _ 3 u_p OPTIONAL) SCALE:HALF SIZE U)W w .357' 9..7 7.642" b LU "._.."...-..s_......_.--......_.._ n OUTER SCREW ANY t114 'PS S' 4,000' ¢' SS(ANY LENGTH/HEAD �' - ,7.500' STYLE) - 2.216" ---•1,14 x 2-3/4"410 HT S.S. d�d INSERTS SCREW W/ N.062' In cN%f m u IN70 TC ULTRACOTE COATING 22JC. ? 100.- TRACK (TYP TOP&BOTTOM) •-NYLON•BUSHING W/WASHER, .154' .137' m1 5'_ N m 1 - V .250" .125' w ` 7/16"0 x 1/2"Cal INTERIOR JOIN f TOP ,p-• ,224' N• " 7/16"0 x 1"Cal INTERIOR JOINT BOTTOM •-•-•�•" 2.000' voi I �� • �" O1 E I'f HER CAN BE USED ON EXTERIOR 26 BOX CENTER_-INSERT T 2.7so�_______•,� ��•--�� -•••��•-•- ••�••-••••-•-- ►��a� a m BUSHING ASSEMBLY DETAIL O SCALE:HALF SIZE ~' 190' " �I •125" s °� 24 RAINGUARD 28 DECORATIVE FLOOR TRACK O on§ �� SCALE,HALF SIZE •----- - zm" SCALE:HALF SIZE SCALE:HALF SIZE 34 INSIDE CENTER MATE. r. � m It�6 8' 21?5�,Y, SCALE:HALF SITE < f ' - .623' .2 .286 03' Jam. 2;?O2".._..... G ° .1�4' .26T 443' .....443 .090' J m2.289" --1.625"^1084' m n m26 m" ^ 1.zoo" o.oso^bo.1z5IA 1�- c m P1�100,'-190" 250" 0.065'068� . .239' n m m n'vm•o o vV'i .. 496' •'•'= __... 3.443' i.756' N ..: .. .a N-: _ w ..�_ ri 085 m .160 I.001' iv .222••F-,F .062• 76• g' B 062' ___.. ._�. _ o g a e 29 2003 6.8 CENTER'MATE 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER 33 OUTSIDE,CEN-TER. MATE 40 ALT. 1" OR 2" END STRIP $ I g' O SCALE:HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 6 m , SCALE:HALF SIZE 7/16"0 STAINLESS n Si S]$ u f� pg8 STEEL NUT �� NOTf:ATTACHMENT SCREWS FOR I. p 5.500' x 13/16' WIDE CND STRIPS SMALL BE if10 T03X u HEAD STYLE VARIES Id OR PHILLIPS DRIVE SCREWS, 4 30 38 THUMB SCREW ?I h HAND-TIGHTENED ONLY. 0 I SCALE:FULL SIZE •250'.r-'I' LJ -18x1 0' a HIC4d R Rleg M1Ah-7.Ox1COR 5 16 n® �l CHINE SREW STAINLESS e STEEL a OOPYRIGfFlKLBEWAAMOP E5/16"o INTERN o T$P' -. I MREAO o N v 20-26156 37 T-SCREW INSERT ni n f o50' 4;i00' I y-.-.--,I•,689' POWDER COATED,ZINC DIE-CAST O SCALE:PULL SIZE C6 I SCALE: sPArE DESCRIPTION SECTION A O - --- - ° 0 40b 40_ DF.I,TA MODEL 2022 36 T•._I,OCK ADAPTER L......�...�..�M.......••._....-......_.._w.._" __.W-..-_....__..._.....-.___."..... n ID .2s4' O ...-_............................._............ q � 4 c INDUSTRIAL SYSTEMS ...M _,..-,.,,,,_-7,C00'•.. ,, .__.._..__.__"."---"-.._ (OP'ffONAL) �.. n1is r1 EIN IRT_I q 35 BOX LOCK SCALE':HALF SIZE 39 2X7 ANGLE _ 1� 2" & 3" EXT 9 SCALE:PlALP S[%E SCALE:HALF SIZE o. •I`}'•125' SCALE: HAI.F SIZE d FRANK SENNARDO,PE PE#0046549 CA#9885 klN ER Cal 18"O.C. DIST. EXISTING GLASS Y ANCHOR SHOWN EXISTING GLASS—- EDGE I" 7 t7 OR SCHEDULE). DIST. i •EMBED SILL (INTERIOR) t F rii ALT.DIR CTION 4' OF ANGL. LEG-ir II II IL Z ~p s EMBED. Imo - ... ...•• (INTERIOR) 17 y- - _ o w M a V'-"®'MI .0062"TH•CK 6063-T6 �LL A UM.ANGLE 1"x P'MIN. ._. _..,.._. _. .. ..........^".- LLLA ¢;_..._W._...._..__EDGJ ' "" -=••• ----•==== -••-^ O IM x 5"MAX.(ANGLE LEG 33 - 4 29a 29h 7 _ Y BE REVf_RSf•:0) .._., --- Z , W UQmz38 29 -4;ASTENER(al 18"O.C.(USE ANY 13 15 6W 13 '13 ANCHOR SHOWN IN ANCHOR 21 38 23 29a 29h - iL z� 13 - SCHEDULE`.1"MIN.EDGE DISTANCE): TO 8. O, `2, rcN O Gw 29 - s{12 x 1/2"GALVANIZED BOTTOM 1/4-20 THUMBSCREW (EXTERIOR) W- c0 w-.�,� 3 f 6:80"IT OR S.S.SMS.3/16-0 ALUM. INTO CENTERMATES'1/3 3 LL Eli w t' 1/4-20x1 THUMBSCREW INTO POP RIVET,OR 1/4-20 TO 2/3 SHUTTER SPAN ECEIVING HOLE {0� (EXTERIOR) SI4ALL BE 3/8" W THREADED HOLE.LOCATED Cal MACHINE BOLT&NUT MAX W1DYh1 UP O LU 1/3 SPAN TO 2/3 SPAN FROM (al 18"O.0 TO 1"HEIGH.. O TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES MULTIPLE_ SHUTTER ASSEMBLY o SCALE:3"=1'-0" 5 8'-3".USE TWO THUMBSCREWS _._..."._..^...._.__.._......^..,..,,._..__..."._._..^^.._ $ ON BLADES >8'-3",ONE Cal 1/3 SPAN SCALE:3" 1'-0" AND ONE.AT 2/3 SPAN FROM BOTTOM LOCKING DETAILS FOR , CENTER MATES ~ USE(1)BRASS PUSH LOCK OF BLADE,TYPICAL.FOR LOCKING SHOWN ON RANDOM Ir^j 5/16-18 THUMB - SHUTTERS,A BRASS PUSH L.00K 23 DETAILS - r SCREW I 0 THREADED MAY BE SUBSTITUTED.WHEN USED WITH IN 37 AT 1/3 Si>AN CENTERMA1'F.4429 AS,SIiOWN,RECEIVING ISLE I STRIP SCHEDULE H TO 2/3 AN FROM _. - •z �B HOLE POR THUMB SCREW MAY BE 7/16" - �. FOR MAX.SPAN WHEN w�$ BOTTOM OF SHUY'f ER• 30 us SX _ USING 40a,40b,40L OR RECEIVING HOLE SII9ALl.BE 13 D7- c� j �� ❑m 3/8•'MA•X WID'i H,UP TO `S'(''- oa \ 4Od Na^ ¢m 1"1-IFIGNT. 30 w C:' rn O. END STRIP SCHEDULE ^ fit•"° W"W 40 USE APPROPRIATE.. Zm � 31 STARTER STRIP TO c 5 40 PROVIDE CLOSURE FOR. \� '0 C3 1'B/O(2.7") -62 108" F BUILDING CONDITIONS. ��. g g 13 _ 72 to ao 82 94" > 23 112 80" 40 a' o S 3 y _ v INSIDE ez 9 _ ( 72 88" FASTEN STARTER m - 0 STRIP TO TRACK W/ a a �1 ® e 83' ALTERNATE END STRIP DETAIL 2/4{10x1"SCREWS 0 3'B!O 4.7' 62 86�� _ ." w._ AT CORNER ICI 5 c ( 72 9' SCALE'3 1-0'�A ,e 13 �c J ( 40 8 (HAND-TIGHTEN ONLY). 3 �,00z� ANY TRACK Lngwo ALT.BID 72 102'• W/SCREW BOSSES. E W I 82 95" SILL 112 81•' ° 6 8 : xO.093" 52 87" EXISTING GLASS O S-g S C 7 I ANGLE dui 'fig g S i 30 13 64 60 88" 3-1. Y USE(1)BRASS PUSH LOCK Y (INSIDE) r`2 r`8 d USE(1)BRASS PUSH 70 75" -_! F4 OR(U 5/16-18 THUMB v u'""` I WICK OR(1)5/16-18 13 3" _'- d�G 'SCREW I O THREADED & 'RHUMB SCREW INTO 30 - ° INSERT 37 AT 1/3 SPAN SILL a S� 5� 9 I~ THREADED INSERT 3 2"x3" 45 129" HHG — TO 2/3 AN FROM AT 1/3 SPAN i0 2/� x0.125" 52 129" Di��YA" 6p .m SPAN FROM BOTTOM OF BDT TOM OF SHUTTER (QUTSIDE) ANGLE 57 123" t 5 SHUTTER.RECEIVING 60 120" HOLE SHALL BE 3/8- 64 116" $ S X Y MAX WIDTH,UP TO 1•' 70 1111, e 11EIGH i. 73 109" 6 ._. ___.___._...._..._.. _ Yk4" 45 145" s _-.....,._...�.^ xO.125" 52 135" x R R R u TYPICAL OUTSIDE CORNER CLOSURE — ..._....._.�.__.__._. _._ dl� s7 t29 , �y9J J / 35 30 , CC1 .._ _._.._...._..............____..�.^._ 13,m:. ANGLE 13 "__}- � _ ._.....,_,__ .... 30 COPYRIGHTFRRBL BEW{MDO PE DETAILS WO/CORNER POST ---- -_--"- '-"�"•�-'---" -' •1 NlS 13 \\\ 1 70 I 116" 31 3z 75 (OUTSIDE) 20-26156 `SILL 3 114 _ FOR GREATER SPANS OR LOADS --USE(1)BOX LOCK AT 1/3 PAGE DESCRIPTION THAN SHOWN IN END STRIP SPAN TO 2/3 SPAN FROM _ SCHEDULE,END STRIPS REQUIRE A BOTTOM OF SHUTTER - n 1'xl'.090'CUP ANGLE MID SPAN TYPICAL INSIDE CORNER CLOSURE USINGANYANCHORONTHE ANCHOR SCHEDULE&# a ......................._......_ GI F a .. CC2 DETAILS WO/CORNER POST of)r:it- SCREW ORI/4-20 BOLT ITOENDTEK MULTIPLE SHUTTER ASSEMBLY NTS 'ffi''' STRIP. SCALE:3"e T-0" CL:�JI FRANK BENNARDO,PE 2 FASTENERS ALUM. TUBE _ - PE#0046549 CA09885 6063-T6 ALLOY C2 CONNECTION TYPE EACH ANGI..E SEE Tq�f„E_A FOR SIZE. r \\ REFERENCE.ANCHOR EXISTING "'•'1�3�'h� SCHEDULE FOR MAX. STRUCTURE - r 1" -••-'-x 2"x 1/8" SPACING OR 2"x 2"x 1/8" / \ Cl CONNECTION TYPE X 1/4-20 MACHINE BOLT ov rj ALUM.ANGLE _ - ° REFERENCE ANCHOR ® W/NUT P 12"O.C.OR THREE 3/16-0 - ° � ' '�-' 13 I- v I SCHEDULE POR MAX I 014 SMS P 6"D.0 o N FY _ SPACING�°^'�•^-•�'- 172" (TYP.TOP&BOTTOM) ALUM. _ W. .�.. It POP RIVETS _ _ 1�2 ~`t f OR W° ",,, 17 II/ I AL`TERNAYE TIIRU BOLT W W ff D LU M BE THREE 3t 12 SMS, 3/16"0 ALUM.POP - I I s,�""-C7 CONNECTON TYPE uN �ORI°10J «va WV, OO _ rvp - + 17 RIVET OR 4112 SMS r �^'1 REFERENCL'.ANCHOR n� � � LLyJ�g TABLEA(cc3) @ 18"O.C.(7YP.1 I I SPACSC FINGE FOR MAX. u OR o W ��1� O�Q=g$g PRESSURE VS ALLOWABLE LENGTH SCII OESION I m GUI•u,. 6 I SCI ff;DUtES aii' n H z0 •'•'•`„ MAY USE MALE OR t a •"e••..�"I FOR FOR MIN. O:r �L, 2 x2"x1 8 �3"x3"xl 8 SEPARATION 13 p u u a X °aL m zg " PSF NOB/6 // FEMALE LOCK-SLAT) W"..." uUl j�� m No B/0 I I '10 G(A55 I`Q O W W O N O W w 62 130' I88' -- GLASS - Inwa 3LL l7 722 _ 129' 179' CC3 TYPICAL CORNER CLOSURE DETAILS �\ _ ,� o\\ oRDooR -�j X aQ W w 82 ® IT 172" NTS \ \\ IJ L w n ---•"••"•,--'--"••----•••............•--^......••..... - - TABLE C: 92 114' 165, FQ \ ALLOWABLE SPAN Nq \ 2= I 102 110" �... I60' - �""""�' SCHEDULE FOR Tf _ OR 6 OR 120 309' 147" TABLE B(cc4) ALTERNATE THRU BOLT""' BUILDOUT MOUNT w \ 0O N •••••••'•'•-'•••'-- -----'""^'^••'"•'-•'•'"•�"'•••'•""' CS CONNECTION TYP[: (DETAIL u m i2 ..�150®.„..-„............„„•„."...._...„.............. PRESSURE VS ALLOWABLE LENGTH - w .3 .� ri d 97" 131" ------------ REFERENCE:ANCI'IOR \ 7 AX MAX 200 88' 114' a 2"x2'xl/8" 3"XT'c B" SCHEDULE FOR MAX. SHMUTTER DESIGN M I 1 w m „.......„ ..._.�-.. PSF WITH /O WITH /O . SPAN PRESSURE C1 CONNECTION TYPE M 1•• 1/4"MAX.FROM PIN m 62 113' 166° 1251N. +/-30.I PSF REFERENCE ANCI•IOR ✓ �- GUIDE:�TO BUS NINGm SCHEDULE FOR MAX WASHER(TYP.) 1L 72 SOT 'LST 1211N. N-31.1 PSF SPACING II 1" I 79P+ Y 82 101' 147" ISB IN. +/-31.9 PSF 1151N. +/-32.7 PSF L___J i)74x3/L"SMS @ 9"O.C. _92 95' 139" �""-- / ANGLE TO TUBE CONNECTION Na C m �102 90" 132" 212 IN. +/-33.6 PSF CXISTING 2"x 2"x.125" _ ^�•�� /-34.2 PS CONCRETE EMBED. 6063-T6 ALUM.TUBE �Z� a!+ F 110IN. " 120 W 83' _122" 1071N. +/-35.2 PSF _ ISO BLOCK OR CONNECTION TYPE 74• 109" 105IN, +/-35.9 PSF „"""CS v U m 200 1031N. +/-365 PSF WOOD FRAMING F O 64'" 94' - SCh1E0UL EEFOR MAX. 1-1/2'MIN.FOR CONCRETE 1011N. +/,373 PSF SPACING Fi OOR LDOD AND 3/4"MIN. 99IN. N-38.OPSFE 3o j 95IN. +/-39.5 PSF I T o g _ g2)N. +/40.1ESF Cb ALTERNATE BUILD OUT MOUNT SECTION a Q n FASTENER @ 18"O.C. SCALE;3"=1'-0" ri v (USE ANY ANCHOR SHOWN 89 IN.-+/-023 PSF d IN ANCHOR SCHEDULE). 4/43..� 86 IN. *45-4 PSF a •« ---• -•••• - � 83 IN. +/-05.4 PSF }> r B11N. +/-065 PSF y _ - 781N. +/-083 PSF 13 w T E 741N. +/-50.9 PSF "r 3/16 RIVET OR 012 - - '• �� 2"x 2"x - ,� �qq 721N. +/-523 PSF A o $ SMS(al is"O.C. OR ALUM.TUBE TYP. o _TL 68 Wo +/-570PSF APPLICABLE OTTOM2"OR 3' z 1/4-20 NUT 8 BOLT 17 u 6$ (TYP.) "�ALUM POP 9 ALUM. TUBE RIVET OR b12 SMS „ Fw 6063-T6 ALLOY @ 18"D.C.(7YP.I o z SCE DESIGN m 2"x 3"x Ee"x _-- - SEE ABBw_3� 2"x 5"x 1/B" W SCFRDUI.�S - u=o ix CONTINUOUS OR 2"x 1 2'MIN.- Im 1"x 2"x 093" ALUMINUM ANGLE INSIDE FOR FOR M.N. z ul 6061-T6 ALUMINUM �O.� a 2.175' ug 2 FASTENERS x CONTINUOUS 4O / a Si FOR SIZE. EACH ANGLE SEPARATION = ✓�s 2"x)'e'x CONTINUOUS 6@ m OPTIONAL ANGLE TO CLASSN w EE 5@ 6063-T6 ALUM. - THREE 3/16"0 ALUM. 17 ORIENTATION TYP, 17 GLA55 X p z m ANGLEg � 13 ANGLE,TYP 7 POP RIVETS OR OR DOOR - E ¢ .' ,@ 17 '?�.- THREE.012 SMS,TYP. �-o a I- $xy 0 3 m ANGLE FASTENED TO x 2"x 1{8" 2" 0.9'MIN.THICK 6061-T6 OR 2"x 2"x 1/e'. -.-.-.R"..-_____ EXISTING 3 KSI ALUM TRACK FASTENED13 '" ""' CONCRETE HOST ., TO ANGLE WITH 1/4-20ALUMANGLE W.." STRUCTURE WITH MACHINE SCREWS AT 3' COPINGHTFPAN(LBENNM00 PE USE MALE ) FEMALE „,„••-_ o,„_ %"0 DEWALT ULTRACONS FROM ENDS AND 9"D.C. LOCK-SLAT) """"'"'"`•"•"" ""' „' """"'" wTT S 6 C4 CONNECTION AN TYPE 13 ml �G4 c0. REFERENCE ANCHOR (OR MILLENIUM TE)MILLFAST3- FOR THE BALANCE 20-26156 13 w=1111 SCHEDUL:`FOR MAX.W.T&C ULTRACOTE)AT 3" 2-1/2"MIN. --- _SPACMG FROM ENDS AND 4"O.C. EXISTING CONCRETE SCALE- OUTSIDE x1/2"GALVANIZED (OUTSIDC) L- G• IS1 _ _ FOR BALANCE WITH I ° HOST STRUCTURE(3000 PAGE DESCRIPTION: OR S.S.SMS,3/16"fD ALUM. MIN EMBEDMENT AND 2%" PSI MIN) E CCh 'i Y?ICAI CORNFR CLOSURL" DETAILS POP RIVET,OR 1/4-20 - SIDE CLOSURE OPTIONS MIN EDGE DISTANCE, SEC.TABLE C FOR MAX SPAN AND PRESSURES aP .m,""............._.__"..-.-"_",e.a........_.,_...,.,.".......,.....e......,,. ----"-.•.---. "-.•-.,.a.-EXISTING CONCRETE. NIS MACHINE BOLT &NUT SCALP 3"=1'-D" STAGGERED WITH 3"MIN. „__••__,,,',' _,•,„,_+-,�.,.„.„.„_.„,„„..,_...-„_. BLOCK OR WOOD FRAMING �9�{ @ 1B"o E SPACING,TYPO BUII DOUT MOUNT E _....ALE,-.._.. .._....._.._ s E:F: INSI(J' SILL MOUNT SFCI')ON SCALE: N75 S• � SCALE:3"ss 1'-0" _ i FRANK SENNARDO,PE C5 CONNECTION TYPO PE#0046549 CA#9885 REFERENCE ANCHOR EXISTING '•ef+r.. z w SCHEDULE FOR MAX, STRUCTURE D- C SPACING 5, �Y`z GLASS a 0:w> GLASS w '� p p ClC CONNECTION TYPE _ MAX. 1/4 20 MACHINE BOLT OR DOOR --�-•� -"" '"•"'^' IV U T rY. r W/NUT 12"O.0 OR M�fi w u u OR DOOR—•— w w�--�m REFERENCE ANCHOR 19 Ca ia, ae1 w N ,-w 77 SCHEDULE FOR MAX. O ii14 SMS(al 6 O C ° _ H Q ^' SEE DESIGN w x CA o SPACING , (TYP.TOP&BOTTOM) Y w C n: SOIF.DULES ••"13 o rIw 31 ••• /2",._ - rF ip N SEE DESIGN 13 I w ILO OR FOR MIN. 2 "/-�, y_, „Z, -J7 o•p SCHEDULES X N m- SEPARATION '{v z 1/4"-20 THRU BOLT W/ �� 1112 x 1/2"SMS 12"O.C. Zu_l x w '•a �u ® W A Of OR FOR MIN. Q ¢ Cd TO GLASS X Z r rt- LOCK NUT Cu)12"O.C. .S E Y p:��, OR 3/16"0 ALUM.POP Q�' Q Q w T SCR 6 OR 0.e--"""�GQ'`-•----•- Q E-pl u O SEPARATION IO F p J u)m S 'D #12 x 1/2"SMS @)12"O.C.E.5 TO GLASS ��i-Q RIVETS @ 6"O C. OR 1/4"0 �,w w o OR If.lfn ��LL g; ui -_ w I- ALUM.POP RIVETS O 12"boC --I--_•_.•••, _••• �Q Fu�J- LL OR1/4t2"OC ESOP RIVETS / J /„�C._^ �-. _• `�-.V,•m••_ 11 AND 2 IF•-• 1/2: ��•� 1/2"TYP. GUIDL'�'`I-07;f 5o NGN FOR FOR MNFV�. W)QVz RIVETS 6"'-D CY'E:S. `" 1/L"MAX.FROM PIN I J.. -�_...1/4" .- ._....•....SEE DESIGN 13 wv)113 o OR 3/1 "0 ALUM, •0 CQ ASS LMBLY-•• SCIIEOULE O9 AND OO �� GUIDE TO BUSHING _ y_ WASIiER fIYP.) I ,N. :J oI'I zXju11 at q WASHER(TYP.)' �? I SFARAT164 2 r� W ¢ ODS F9w ...., _._.. •� - uJ ASSEMBLY-••••• W `m _ I GLASS TO GLASS __•_,�•_„ "W v1i p w W V.I W�W z 4� EXISTING CONCRETE. C4 CONN�EC(ION TYPE OR DOOR•• X Z O Z m �.m "'• BLOCK OR WOOD FRAMING REFERENCE ANCHOR Q_LL'-Q K V w mI / OST, SCHEDULE FOR MAX. F um~ Wl- C3 CONNECTION TYPE u REFERENCE ANCHOR - SPACING AS SHOWNQSCHEDULE FOR MAX. - -"C4 CONNECTON TYPE IN DIAGRAM ON PG.101 REFERENCEANCHOR SPACING AS SHOWN wSPACING.P.FOR MAX, IN DIAGRAM ON PG.10) SPACING.ALT.FASTENER n I �0 6 R REFERENCE ANCHOR EXISTING CONCRETE, LOCATION,FRONT AND SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING BACK ANCHORS NOT REO'D .,..._.. O - t/4"MAX FROM PIN / SPACING ALT.FASTENER WITH THIS LOCATION - .2.., _...," A•• GUIDE 70 BRUSHING m m \ Cl CONNECTION TYPE_ '.==. Ll�� LOCATION FRONT AND REFERENCE ANCHOR WASHER(TYP.) LL / j 1/4"MAX.FROM BACK ANCHORS NOT REQ'D OB INSIDE MOUNT SECTION SCHEDULE FOR MAX. `19 ,., "'-"-"' WITH'THIS LOCATION w PIN GUIDE TO SCALE:3"=1'-0" SPACING CS CONNECTION TYPE I -TBUSHING WASI4ER INSIDE: MOUNT SE,CT'ION REFFRENCE ANCHOR I WY__.._ (TYP.) O _ SCHEDULE FOR MAX. p SCALE 3"=1='1'-0" _ ___ .�. 1-a Q m EXISTING CONCRETE'• SPACING ,n rn O m / NOI"E FOR DI:T'AILS A.B.D.AND E ON THIS SHEET. BLOCK OR WOOD FRAMING EMBED. * M m \ / THF.BASE TRACK MAY BE INSTALLED IN SECTIONS o�§ m� XXX / WIT11 1/4"GAPS.PROVIDED THAT EACH SECTION HAS CO BUILD OUT MOUNT SECTION ?m8< z r- -- A MINIMUM OF TWO SETS OF ANCHORS AND IS A -- w m - f TYP BOTTOM MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK EXISTING CONCRETE, SCALE:3"'=1'-0" y O c `O USED WITH THE BASE TRACK MUST BE:CONTINUOUS BLOCK OR WOOD FRAMING OVER THE GAPS BETWEEN SECTIONS. !�•- D; .__-__...-..._..._...,...,. .--__ ..._.._:._.._.............. EXISTING EXISTING CONCRETE, - STRUCTURE 3o S BLOCK OR WOOD FRAMING EDGE I IS'I _•••_-C4 CONNECTION TYPE C2 CONNECTION TYPE W/EXTRUSION N2 a c N EMBED. ......•Ll CONNECTION TYPE REFERENCE ANCHOR E 5 CONNECTION TYPE W/EXTRUSION #1 EMBED. -t REFERENCE ANCHOR o�' SCHEDULE FOR MAX. REFf RENCE ANCHOR I _ SCHE'JULE FOR MAX. TI� 1Fn Ci, SPACING 'i- SCHEDULE FOR MAX. O a SPACING AS SHOWN ! - S 6 SPACING .e IN DIAGRAM ON PG.10) IIr-- 1416 .-. 1/2.. &R 2O n I-w Ms GLASS t +'mod OR D00@ FORSEE FOR ? EC DESIGN Cl �_w 7 m 5 111 g w o w w (O�C.OR 3/16 M0 ALUM. N T I _O Ow CIICDULES -�u u1 S pix 12 S = zu� 1111 ww�7) E ul 1/2" 1 Fwp7� POP RIVETS" O.C. SO G(AL�_u---•Y" Zww z ;, n: 13 ^� • N M..-.... N o N u FOR FOR MN. 13 ~ X ❑Z m GLASS OR SEPARATI 7.s 3 Vi z 0 o OR 1/4 O ALUM,POP Q a DOOR 70 GLASS ,n�o�n SEE DESIGN 13 o J.w= RIVETS 12"O.C. F o.1" —.�({T z o m gg5 GLASS SCHEDJ!ES FOR. 1 =r Z u w In I X Z I $Ei FOR M!N. --"-n'- V1 p N .= I) Q w O FQ- o SZ S� m EQg OR DOOR— L7_ i _Q 7 SEPARATION TO 'Z p Z Ca m bi 1/4-20 S.S.MACHINE Q LASS �-I O Q F O7 AND OB I� 1/4"MAX.FROM PIN Q N �' F ;,a. � 1/2" GUIDE TO BUSKING SCREW&NUT m ! o El6 u ASSEMBLY ;1/ :. w -•�•a ¢ 12"O.C.-----"'-....�_ ._._. to Q TYP. WASHER(TYP 1 1,1 �_ J w p CN7 ....._ n_1 FROM PIN LL �1/4"MAX.FROM PIN m - �� GUIDE.TO BUSHING o p X aF", -C4 CONNECTION TYPE - 1/2" ? Q GUIDE 70 BUSHING �1 OR 2O WASHER(TYP.) z n •E WASHER(TYP.) EDGE REFERENCE ANCHOR a ae U a S 6 _EXISTING CONCRETE., DI_t T. SCHEDULE FOR MAX. C2 CONNECTION TYPE W/EXTRUSION #2 �Pgy�p&LBENN/AIXI PF. BLOCK OR WOOD EXISTING CONCRET., -•- SPACING AS SHOWN - 5 CONNECTION TYPE W/ EXTRUSION #1 FRAMING BLOCK OR WOOD FRAMING 4 CONNECTION TYPE: IN DIAGRAM ON PG,10) REFERENCE ANCHOR 20-26156 © OR - REFERENCE.ANCHOR SCFIEOULE FOR MAX. SCALE. 3"x 3"x 1/4"CONT. 4 CONNECTION TYPE t112 x 1/2"SMS 9 12" SCHEDULE FOR MAX. SPACING PAGE DESCRIPTION: 6063-T6 ALUM.ANC:LE { SPACING.A(.7.FASTENER NCR '= REFERENCC ANCHOR O.C.OR 3/16"0 ALUM. EXISTING CONCRETE, O SCHEDULE FOR MAX. POP RIVETS(al 6"O.0 LOCATION,FRONT AND BLOCK OR WOOD FRAMING (MAY BE REVERSED BACK ANCHORS NOT REQ'D E SPACING OR 1/4"0 ALUM.POa oc. AS SHOWN DASHED)-••-•••--••--••••- WITH Tl115 LOCATION RIVE IS�12"O.C9a O WALL MOUNT SECTION O g.LING_/ INSIXi. MOUNT SL:CTION (DWALL/BUILD OUT _. __ _ _. _ __................____ g SCALP:3"=1'-0'• SCALE�3"= 1'-D" Sr'C'fION �I SCALE:3"=t'-0" FRANK BENNARDO,PE PE#OD46549 CA#9885 SEE DESIGN SCHEDULES a EXISTING FOR TOR MIN.SEPARATION Z u' M! ALT.LEG DIRECTION 1/4-20 GLASS TMTTrr j STRUCTURE MACHINE OR 70 CLASS 73(x a _ A 6 ES P` ALUMINUM BOLT W/NUT i ANGL'c5 PER BEAM END, DOOR u! I' I SI7.E PER SPAN TUBE Cnl 12"O.0 OR wurx.. Oi w " _ 4{14 x 3/4" h- 1/4"0 ALI. I SCHEDULE wM ❑ SMS 6"O.C. SPAN TUBE SCHEDULE I"Q Q POINTS SOLID U m CI - T z O SET ANCHORS _____. _ m? 1 LLI¢ _SPAN TUBE NUMBER OF .-I p "-"-• Ot w D, WITH 7/8"MIN. _ '(- --•-••- ""` ALLOWABLE TUBE NUMBER OF MINIMUM ANGLE Z IAM - 2 MBkDMLLNT'IN -/7' �- PER DESIGN SPAN THRU-BOLTS ANCHORSPER LENGTH W m S 1 X O CONCRETE OR HO Ll SCHEDULE TUBE SHUT FER ANGLE ff In s� ""•" p E S '1 In BLOCK,3"MIN SIZE SPAN TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM rf(f�� LL�LL '�'m ❑I- w SPACING AND [�JACCLSS ... _.... - WuJ (-7 '# Z(" - ❑ 3"MIN EDGE - TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE 7W7W =••�n DIS'FANCF:. -• ,}--• - Z'L 60" 123.8" 135.2" 2 2 2 3 4" 7" 4 wLuU -, .......;.7-.�.0 N 1- 3.•MIN. 5 6 1'. -r,° ...,.0 7 m 96' 1017" 1069' 2 2 3 -i u�a. 2"x5'k In�' ? .4 v.o[r"t -.er. 0.125' .,. u.�. 4a 6 l9 1416 a•-- tt11, ,""�123" 89.9'" 94.4' �2� 2� �3 �3 7'�v7" aLm�wU ED.DIST. H w ¢ Yx6'x �" 129.1" 157.0' 2 2 2 3 4" 7" W ONzw EE DESIGN SCf1EDULES FOR FOR "Q C N 96" 114.8" 124.1' 2 2 3 3 T' 7' 2 pp 13 t ❑ 0.125' �+ -= N -� 1/4•'MAX.FROM PIN GUIDE LL "•"^"' - z 123" 102.8" 109.6' 2 2 4 4 10' 10' ?�li $0 o M1N.SEPARAtION TO GLASS 1 w Q BUSHING WASHER(TYP) GLASS 61 138.G' 196.9' 2 2 3 3 7" 7' N w OR DOOR In N m 2"xB°x 9fi" 122.T' 155.7' 2 2 3 4 7" 10' O W TWO 1/4-0 WOOD 1/4"0 THRU BOLTS _¢Q 0.125' t0❑ ^n 123" 115.4" 137.5' 2 3 4 5 10" V ..I LAG SCREWS[d 24" SEE':BEAM '-1 �'^'•��-�--- O.0 MAX.WITH 2" t•I F 60' 158.T' 240.0' 2 2 3 4 -3"MIN. SCI IEDULE FOR Z 2'1110"xTHREADED PENE7RAlION 1w 0.1875' �" 140.6" 229.9' 2 3 4 8 1O"INTO CENTER OF STUDS ED.DIST REQUIRED NUMBER , ., � {2;•• 132.2" 203.1' 3 4 5 7 ,y p ^ 5 6 M EMB."T• 114 SMS Ca)MIDSPAN BETWEEN f - T416 1/4"MAX.FROM PIN GUIDE SPAN TUBE SCHEDULE NOTES: '-- { z: T O pu hi 'ING'W ASHEN I'"YI=J 1. U x3 x 4 R x xl 4"ANGLES FOR 2"xS"&2"x6"BEAMS, of m STUDS FOR TRACK TO 1"x 4" T-- PLYWOOD 8, TUBE CONNECTION '/4"0 ALE• 2. USE 2"x5"xl/4"ANGLES FOR 2"x8"&2'x10"BEAMS. LL a - ... ,......_ ,... sy STUCCO FINI511' POINTS SOLID ^� 3. USE BEAM SCHEDULE FOR DETAIL J. 1"x 4"x.125" SET ANCHORS I SPAN TUBE PER DESIGN 4, TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN w w yl 6063-T6 ALUM TUBE WITH 7/8"MIN. •I-- " SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED #mow m 'MBL••DMENT IN -' •I..=•-*==y==== =-� TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. w m THIS DETAIL'TO BE USED WHEN STUD SPACING CONCRETE OR p�,1 1/4-20 MACIANI,BOLT 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH I- ¢m EXCEEDS 1'HE MAX.ALLOWABLE ANCHOR SPACING., BLOCK,3" IN r yN _.. W/NUT(al 12"O.0 SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN c 1 <0 m SPACING AND 3" I", (2)6063-T6 ALUMINUM TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, g •--"""-'""-"""•'--""•" IN RDGC I- ANGLES PER BEAM CND. 014 N14 x 3/4"SMS Cal ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN y O WAIL MOUNT SECTION �1115 DE TAIL MAY DISTANCE. SIZE PER SPAN TUBE 6"O.C. AS THE SUM OF THE SPANS ABOVE AND BELOW THE BEAM. m SCALE:3"=1'-0" ALSO B_. USED EXISTING �" - StF1COULE 6. LAP BEAMS ARE NOT ALLOWED. v L7 m AT TOP STRUCTURE ALT.I,CG DIRECTION ACCESS HOLE 7, ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. ¢ EMBED. rn' MAX.DESIGN LOAD OBEAM SPAN SECTION m ?-GLASS wT' J SCALE:3"=1'-0" OR DOOR $ 7 SEE DESIGN SCHEDULES i FOR FOR MIN.SEPARATION- = in =o TO GLASS EXISTING WOOD _ p a 'y Z TRUSS OR RAFTER 1/2"t••i---•-••3"-._-.- 1/2" w € X ¢ Cal 24"MAX.O.C.- _.......I.-._ i 2: IE IL n FINISH MATERIAL � !�_.� �al.�.__=r� .0�...F .._.__...._...__---- Q6 1/4"MAX.FROM PIN GUIDE IJII TO BUSHING WASHER(TYP.) 1"x M.x BE 6063-T6 "'� ii 71•II. F m I � a - ALUM.TUBE W/TF!RCC I 1/4"TTLK(TYP.) ' n II it - i ;ia--sue-' y .22 c� 1/4"0 WOOD LAG I w TE ( /� FINISh{MATERIAL 11- RNA' _ SCREWS WITH 2-3/4" 1 ' pL'(E t -_ 11 1 i 3/4"PLYWOOD MINIMUM THREADED " ,! PENETR "T"IN WOOD Cal F m m 1/4"o A325 GRADE THRU BOLT Cal 7"O.C. OR S/16"0 A325 GRADE TI•!RU BOLT(al 12"O.0 EACH RAFTER OF TRUSS, • GALV OR S.5 6" EX I END EXTENDS BE YO 5 40C.. LCO U 4'RM CO TO CONCRETE/CMU LAST TRUSSTUBE MORE EYOH-M 'M1. _ •••--_._.a--M w m ALUM.ANGLE W0/6THREE `0-' 24"DRAFTER WHERE I 5 6 I NEXT TRUSS. w w i � OR 1/4'"0 LAG SCREW(al 9"O C W/1-7/8 7 O 1/4"0 WOOD LAG ¢ R R e O MIN EMB. IN WOOD SG=0.42.TO 0.55 \ �� I-N Qo SCREWS WITH 2-3/4" C0PYRIIXTFRAN(L6EIA'NiDO PE 1/4-20 S.S.MACHINE SCREW fal •-•13 r 1:. x MINIMUM THl2EADEU i 12"O.C.IN BE TRUSSES w 20-26156 EXISTING CONCRETE, W171i 1/2"0 ACCESS HOLE ON w O N PCNE't R."'T"IN WOOD Cal HOLLOW BLOCKFRAMING. OR 2"x 5"x 1/8"CONT. BACKSIDE OF TUBE:OR 014 SMS X 7" Z m EACH RAPIER OF TRUSS, SCALE: - Sz WOOD FRAMING.SEE -••-......_ 6"O.0 MAX IN BETWEEN ¢�1"•¢C ANC110R SC1{II+J.BASCD - ALUM ANGLE(5063-T6) CO p 0-1 24"O.C.MAX.WHERE PAGE DESCRIPTION: ON-TYPE OF STRUCTURE F 1�9� ANGLC EXTENDS BEYOND r ___._ M ..-_ C 6ASEX7 ND ANGLE TO (MAX.DESIGN LOAD z 72 P.S.F.) _..._ nASS TE'4R.. i)k'TAIL EWYYY••-•v-•- -"••>d".•""•--•-•••••••••••� (MAX.DESIGN LOAD 72 P.S.F.) NEXT TRUSS. (.I :..-. ..._..,.._,..___._....• - O If2USS MOUNT SECTION SCALE:3"=1'-0.• .,..-...�,._..._._,__._-_____........__"_.....,..-.._._ K SCALEz3•�._.,.1-.0.""-..,...�".. O a • FRANK BENNARDO�PI PE#0046549 CA#9885 • 2- i CTLA55 OR z - GLASS OR 0: I I DOOR DOOR 'w ?-sr,...,,i_,cr;es... ..r:.. :•:Ic:;r-...,:. LJ iD SEE-DESIGN' � "p o a -f SCE DESIGN SCISDULES FOR D= t f SCHEDULES FOR p FOR MIN. �� f'OR MIN. m SEPARATION TO �_�+�^m SEPARATION 10 �, ¢ j j QA- ,-F m Du o z I-z �jJ 7 LL,�a X �o L7 v o I 4"MIN. L 'Ww 0 Ln-3 R z L N 1 U 's PAPIFEVR N UNTED L3 z z a TALLl AIO a o CO �3 Z 20 J IA 28 'J) EXISTING " 'W. �.�.W wz 2u st,...,..,...®.,.--e.._ __Y._�.... T g . STRUCTURE .250'•FRDM PIN I} I,"��•.250"FROM PIN w New / GUIDE TO SOTTO ` ! VIDE TO BOTTOM EXISTING FINISH EDI- m 1/L"MAX.FROM PIN o w n _/ OF WASHER OF WASHER MATERIAL--- E ao C6 CONNECTION TYPE. GUiCI f TO OUSlvltv�""�' � �Cl •-1/6'-m TAPCON p 26" REFERENCE ANCHOR 5(DDR©CUT IN A"INTERVALS I WASHER(TYP) v /m O.C.WITH 1-1/4" IN. /FO SCHEDULE PDR MAX. i0 FORM U E(SEE o }; EMBED. W [ G SPACING DETAIL P1 P1 FOR ADDITIONAL 2f- ,j .a d •/ / GIs I. INFO]. TYP.TOP&BOTTOM-"-••--- I: EXISTING CONCRETE OR / EXI571NG HOST STRUCTURE FASTENER @EACH 4"CUT w. - (3 LOCK ONLY.WOOD n„-naa m ON ANCHOR SCHEDULES BASED LL pp I, PRAMNG&WOOD ANCHORS u m n•�m m �o L EDGE-'I ON C4 CONNECTION TYPE TO ^m m^e N - a NOQ ACCEPTABLESPACINGa"� DIST, O DECORATIVE f"l-OOR TRACK DETAIL IS AECLPT BLLR - b �0i o y�VERIFY NC \ N -CAL A t3 � bbbbb _ = OREC;.SS SILL. DETAIL \ SCALE 3"=1'-0" W T o0O000 R SCALE:3..e 1._0,. 0j > 1/4"MAX.FROM----�1 w v - RZ m PIN GUIDE 70 �'-'-`f" a � " "•, 1/4"MAX FROM PIN GUIDE BUSHING WAS}iER v I o ......_. __.....i......._ '-71/2" TO BD7 I f 'TO P:) M OF WASF!„ 1 (TYP.I EXISTING 1/L-20 MACHINE.BOLT ��- m �R ST"RUC W/NUT TURE @2"O.C. 3 / 19 CUT AT INTERVALS T � ORM EXIST CURVE(SEE DETAIL P1 P2 1 / EXISTING FINISH aS \ / MATERIAL d PC REFERENCE IANCHON YOR O a SCHEDULE FOR MAX. SPACING(FASTENER a @EACH 4"PIECE - E Op CURVFD TRACK_-SECTION,_"DETAIL SCALE:3"=P-0" o c-a � _ fi � e ��LLYie r•xr•xve••&r•xz••xt/e•• �� 6063-T6 ALUM.ANGLE CJT TO 1-x1••xt/B-&1"x2"x1/8" 5 q }� MATCH AND PROVIDE SUPPORT 6063-T6 ALUM.ANGLE CUT TO £B OF CUT SHUTTER EXTRUSIONS MATCH AND PROVIDE SUPPORT FRONT AND BACK.WHERE OF CUT SHUTTER EXTRUSIONS __ m I m FRONT OF EXTRUSION IS FRONT AND BACK.WHERE / P2 c x` CON 1'INUOUS REINFORCEMENT FRONT OF EXTRUSION 15 m IS NOT REQUIRED CONTINUOUS REINFORCEMENT Pi e I..S.ggNOT REQUIRED. I�� m' g ,y/6@@$ ii APPROVED MOUNTING c ���� I CONDITION,MIN.OF,TWO PER -MB. APPROVED MOUNTING - / COPYRIGHT FRANK L SENNMuo PE. PIECE PO�[E1710N,MIN.OF TWO PER 20-26156 "'1'-"• •--•------APPROVED FASTENER AND I -•----APPROVED FASTENER AND SPACING WITH A MINIMUM OF SPACING WITI•I A MINIMUM OF �. SCALE: TWO FASTENERS PER CU'I TWO FASTENERS PFR CUT PACE DESCRIPTION: PIECE PIECE E 8TYP. SECTION FOR SHUTTERS TYP. AL_TERNAT'r' SECTION FOR SHUTTERS SCAE::3"=1•_0" PZ SCALE:3" a - i ANCHOR SCHEDULE: CONCRETE FR/WKBO,PE 2 x S(TYP PE#0096549 599 CAPE TOP FLANGE 2 x 5(u1 OUTSIDE "'rF•_r'"+., 2.5"MIN EDGE DISTANCE ANCHOR ISEE SPACING Spans Up To 6'-0" Spans Up To W-8" Spans Up To 13'-0" SECTION X) LOAD CONN TYPE CONN TYPE CONN TYPE O +`• / „- - _ OVWaipiy�,f 0 ANCHOR (psf) = Cl C2I C3 C4 I CS C6 CI C2 C3 I C4 I CS C6 Cl C2 I C3 C4 CS C6 - 1/4'.ITW TAPCON OR DEWAL7 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.5"10.0"16.0"13.0"15.5"16.0" 6.5" 6.0" 9.5 9.0'1 ULTRACON WITH 1-3/4" 62 16.0"16.0"12.5"12.0"16.0"14.5"16.0"16"' 8.0" 7.0" 13.0"[6.0" 11.0"10.0•' 5.01, 4.0" fi3O" 7.0" ,{,;� o N EMBED(3192p51 MIN CONC) 72 16.0 16.0"10.0" 9.5" 16:0"12.5"15.5"16.0 6.5 6.0 9.5" 9.0" 8.0" 4.0" 5.0" 6.0" '1 x S ITYP.I - c OR O4 HEADER SILL 7 .•-•----•--+•--1 x S((pp11 INSIDE ,Z BOT:FLANGE ANCHdR(SET SPACING (t,,,• 1.1 14,5"14.5" 6.0" 5.5" 8.5" 8.5" 9.0" 7.5" 4.0 4.5" 7.5" 6.0" 5.0 - "�®' W t1 i _-x._,m ,rd ,.e..... ._... SECTION X) nl s0 200 7.5" 6.0" 5.0" 7.5" 6.0" 7.5" 6.0" 5.0 - ((� u)g. utu 1/4"MILLENIUM MILLFAST 48 16.0•'36.0"16.0"16.0"16.0"16.0"16.0"16.0"11.0"10.5"16.0" 14,5"14,5" 6.5" 6.0" 9.0" 9.5" SIDE CLOSEST YO OPENING w7.( LLNLL !ON C........m.._... S aT 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" 10.0" 9.0" so, 4.0" 5.5" 7.5 �rW w W U MIN CONCRETE) 72 16.0"16.0"10.5" 9.5" 16.0"13.5"14.5"14.5" 6,5" 6.0" 9.0" 8.5' 7.0 4.0" 4.5" 6.5" NOTE: "S:'INDICATES ANCHOR SCHEDULE SPACING. ,G, r> �i 110 13.0"13.0" 6.0" 5.5" 8.0" 9.0" B.D" 7.0" 4.0" 4.5" 6.5 5.5" 5.5" C(2A _ N TYP ;0 3.0 -_-- CING' DIAGRAM"FOR C1 CONNECTIO200 6." " 55" 6.5" 5.5" 6.5" 5.5" 5.5" Ct CONNECTION TYPE USING PIECE Q OR 04 ��1/4 DEWALT CRETEFLEX 48 16.0"1L 16.0"IL IL 1L 16.0•'16.0"16.0"1L 16,0•• 1L 16.0 30,0" 8.5" 12.5•'14.0" � W KNO C5w O"yS54 W/2"EMBED(3350ps1 62 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"12.0"10.5'16.0" 14.5•'13.5" 7.0" 6.5" 8.01, 11.01, O W ®� Q MIN CONC) 72 16.0"16.0"15.5"14.5"16.0 16.0 16.0 16.0"10.0" 8.5" 12.5"14.0"32.0"30.5" 6.0" 5.0" 6.5' 9.5" 7 / 8 COMBINATION N LL yr" w 110 16.0 16.0" 9.0 B.0" 11.5"13.0"12.0"50.0 6.0 5.0" 6.0" 9,0" 1m 8.0" 5.0" 4,0" 5,0" 8.0" ' �\ • ..,,.,„,. ,,,...- ,..,,,-,,, . -Liam. ....,___ ,....._ ._O.. 7 u S YI Yp) 11 / 1 COMBINATION W 200 10.0" 8.0" 5.0 4.0 5.0 8.0" 30.0" 8.0" 5.0" 4.0" 5.0" 8.0 10.0" 8.0•, 5.0 4.0 5.0 8.0" ("•-•`"""'•"'• \ O W 1"MIN EDGE DISTANCE I \ 9 / 10 COMBINATION O IIN'ITW TAPCON OR DEWAL C1 C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 C1 C2 C3 C4 CS C6 O eULTRACON WITH 1-3/4" 4g 36.0"16.0" 7.5" 7.5" 16.0" 7.5" 16.0 16.0" 5.0" 4.5" 16.0" 5.5" 15,0"15,5" 9,5" -•--••"••-_,... __._.. .......... ....-.._........ EMBED(3192ps1 MIN CONC) fit 16.0"16.0" 5.5" 5.5" 16.0•' 6.0•' 16.0"16.0" 12.5" 4.0" 10.5" 9.1.;, 6.0" BED(3192ps1 MIN CONC) - d 72 16.0"16.0" 4.5" 4.5" 16.0" 5.0" 15.0"15.5 9.5" 9.01, 7.5" 4.5" - ut 1 x S(TYP.) 2 x S I 1 o (•-�-+.T*T 110 14.0 14.0" 8.5" 8.5" 7.5" 4.5" 7.0" 6.0" c 200 7.0" 6.0" 7.0" 6.0 7.0•' 6.0" NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING. a- 1/4"MILLENIUM MILLFASi 48 lfi_..0�160"13.0�13.0"16,r.0"13.5"16_.®0"16�0" 8.0" 7.5" 16.0" 9.5" 11�:5"11.5 4.5 4.0 7�0" 6.5" WITH 1-3/4"EMBED(3275psi sz 16.0 16.0 9.0^ ss^ 16.0^1Ds^4.0^15.0" ss" s.o^ -9s^ as' 8.0" 7s" qs^ 5.0" SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: w MIN CONCRETE) 72 16.0"16.0" 7.5" 7.0" 16.0" 9.5" 11.5"11.5" 4.5" 4.0" 7.0" 6.5" 6.5" 5.5" 4.5 - C3 CONNECTION TYPE USING PIECE QO WITH OUTSIDE' � � O rn w 110 30.5 10.5 4.5" 4.0" 6.0" 6.0" 6.5" 5.5" 4.0" 5.5 4.5'• ANCHORS ONLY 200 5.5" 4.5" 5.5" 4.5" 5.5" 4.5" - C4 CONNECTION TYPE USING PIECE ®OR © WITH m$ o m " OUTSIDE ANCHORS ONLY c w ac m u 1-1/4"MIN EDGE DISTANCE O'er y m z 1/4•'ALL-POINTS SOLID-SET ANCHOR NOTES: - z Ou ANCHOR W/7/8'EMBED& C1 I C2 I C3 C4 I CS I C6 I Cl I C2 I C3 I C4 I CS I C6 I C1 C2 C3 C4 CS C6 O < V 1/4-20 SS MACHINE SCREW 48 16.0 16.0 9.5" 9.51 16.0 10.0"16.0"16.0"&6.05.5"&16.0" .0 10.5 11.0 3.5 3.5 6.5 4.5 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING m (3000ps1 MIN CONC) 62 16.0"16.0" 7.0" 6.5" 16.0•' 8.0" 13.5"14.5" .5" 7.5" 7.0 4.0 3.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE I OR 3 AS APPLICABLE(Pg 1).72 16.0'16.0 5.5 5.5" 16.0 7.0" 10.5"11.0" .5" 6.0" 5.5 3.0 3.0"110 SD.O 10.0 3.5 3.0" 6.0 4.5" 6.0' 5.0" .0 N., 4.0" - 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, d 200 5.0'• q.0" 5.0" 4.0" 1.01, 4.D" ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 3"MIN EDGE DISTANCE EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER m v 1/4"ALL-POINTS SOLID-SET THAN OR EQUAL TO SHUTTER SPAN. ri ANCHOR W/7/8"EMBED& Cl C2 C3 C4 CS C6 CI C2 C3 C4 CS C6 -Cl C2 C3 C4 CS C6 m ,d> 114-20 SS MACHINE SCREW 48 16.0"16.0;16.0 16.0 16.0 16.0 16.0 i6.0 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. (3000ps1 MIN CONC) 62 16.0"16.0"16.0 15.0 16.0 16.0 16.0 56.0 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 g'E 72 16.0"16.0 13.D 12.0 16,0 16.0"16.0"16.0 8.5 7.5" 11.0"12.0 50.5" 9.0" 5.0" 4.5" 5.5" B.0 BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER l 2 16.0 16.0" 6.0�' 7.0" 10.0"11,0 50.5 9.0 5.0 4.5' S.S�' 8.0 8.5" 7.0" 4.0" 3.5" 4-5" 6:5" ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE '� ........ - - •• - CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF E 200 B.5" 7,0" 9.0" 3.5" 4.5" 6.5" 8.5" 7.0" 4.0 3.5 4.5 6.5" 8.5" 7.0" 9.0" 3.5" Z5- 6.5" CONNECTION TYPE. 1/4"DEWALT SS DROP-IN 2-5/8"MIN EDGE DISTANCE W/114-20 SS BOLT AND CI C2 C3 C4_ CS C6 C1 C2 C3 C4 C5 C6 C1 C2 C3 C4 C5 C6 S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE ONLY. �"�'^: ep� fi 1"EMBED(3000ps1 MIN 48 16.0"16.0"ifi.0"16.0"16.0"1fi.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" CONC) 62 16.0"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" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED - e IN ACCORDANCE WITH MANUFACTURERS"RECOMMENDATIONS.EMBEDMENT 8 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 LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER m 110 11.0"11.0" 5.5" 5.0" 6.5" 8.5" 7.0 6.0" FINISHES. a 200 5.5" 5.0" 5.5 5.0 5.5 5.0" m fill 1/4"DEWALT SS DROP-IN VARY.FIELD VERIFY THAT FASTENERS ARE INTO AD UATE WOOD FRAMING o Iu 8 m W/1/4-20 SS BOLT AND C3 C2 C3 C4 CS C6 CS C2 C3 C4 C5 C6 C1 C2 C3 C4 C5 C6 7 MEMBERS E E CLOD RE IECESOD.FASTENINGDTORPLYWOOD II ACCEPTABLE ONLYAMING,WOOD FRAMING FOR S W e pgp 1"EMBED(3000ps1 MIN 48 16.0 16.0 16.0 16.01 16.0 16.0"16 116.0'M1N.0'DG0.0'I 6 ONC34.0; 13.0 13.0" 6.5 5.5" 8.0" 9.5" g 6�6 CONC) 62 16.0A1113, 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. 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER72 16.0 9.5" 16.0"13.5"13.0"13.0" 6.5" 5.5" 8.0" 9.5" 7.5" 6.5" 6.5" SHALL BE LOCATED IN CENITER OF NOMINAL 2"x 4"(MIN.)WOOD STUD.3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LNG SCREWS SHALL110 12,0 S.5" 7.0" 9.0 7.5 6.5 6.5 6.0" 5.0" 5.5" HAVE PHILLIPS PAN HEAD OR HEX HEAD. 200 5.a. 5.5" 6.0" 5.0" 5.5" 6.0" 5.0" 5.5' ape 2"MIN EDGE DISTANCE 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN a a U s R S #12 SMS W/2"EYEWALL CI C2 C3 C4 CS C6 C3 C2 C3 C4 CS C6 C3 C2 C3 C4 CS C6 BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER COPYBKFITRWIfLEEfRkIWPE 3.5"16.0"16.0" 8.0" 7.5" 16.0 9.-9 14.5"15.0" 5.0" 4.5" 9.0' 6.5" HEAD(SIDEWALK BOLT),U.O.N. ARMOR INSERT W/2"EMBED 48 16.0"16.0"13,0"13.0"16.0"1 (2000psi 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. SCALE- - 55 - E: � 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" IF DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, PAGE DESCRIPTION: 110 13.5"13.5" 4.5" 4.0" 8.0" 6.0" 8.5" 7.0" 3.0"M 4._..S„ 4.0 1.-.0" 5.�...55" Eli 3 5 3....-,.5. NUT OR WASHER WINGNUT. 200 7.0 5.5 3.5 3.5 7.0 5.5 3.5" 3.5 7.0 1.5" 3.5" 3.5" - E 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. #12 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" 6.5" I1.5 9.5" ,I�9� '^ 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" 11. WHEN ANCHORING TO HOLLOW BLOCK,SOS DRILLS SHOULD NOT BE USED TO v - EMBED(2000ps1 MIN CONC) 72 16.0"16.0"11.0"10.5"16.0"13.5"I6.0"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 JJJ111 0 S 110 56.0"16.0 6.5" 6.0" 50.5" 9.0" 11.0" 9.5" 4.5" 4,0". 5,S.. 6:0" 9.0" 7,5" 3.5•' 3.0" 4.5 5.0 CONCRETE SCREWS TO HOLLOW BLOCK. 200 9.0" 7.5" 3.5" 3.0" 4.5" 5.0•• 9.D" 7.5•' 3.5" 3.0" 4.5" 5.0" 9.0 .7.5" 3.5" 3.0" 4.5" 5.0" 12. ALL MILLENIUM MILLFAST CONCRETE SCREWS SHALL HAVE T&C ULTRACOTE. • • 91IJ 4 41LO101 •11 <y CONN TYPE NN TYPE C6 ����m®������������������ MIN CONC) MINIMUM 1-3/4-EMBED(3 000ps[MIN �mm©mmmmmmmmmmmmm®mmmmmmmmm®mmmm©mmmm X ' - 3iii, r iiii MEN,�//a,rom. /O.E�1 mm,v//�%O/�,N/////�[�l�//a.�///�CE9��[�'ME/1"'/////.�®�' mamm%///% CONN TYPE CONN TYPE 1-1/4-EMBED •, . .• - m%//%'///////.%////.%/////%//////1MM//:'%////.%//%'!%////.WEVO//%///i%/////."%////.%////.%///%//%G%////.%//%%////.%/////.'%////.V///%//Z/YMEi'///////.00NV///%%//O///// 1/4-DEWALTULT CON RA ®®��®�m/////%//%®m�%////.%////////// WITH 1-1/4"EMBEDOE�m� mma02ME/////:%//%i%//Z//,MEi%////'�////%%///%%///ME9m9wmIm®m%///%%//%%////%/O%/////.'%//%%OI N ////.. 0®®%///%%////mm9m%///%///G,%///%%//%i%/////.'////%1VOW/Y'/////mm%///%%///ImIm9m%////.%//%%/////.%//%i%//%%//%i %///;%////%//////%///%/////%'IN//////%'///// - %//%i%/////:"%///%//%%%///%//%%///%//%/."%///%///%%////r.%//%%//%%//%i%/////.'%//%i%/////."%//%i%/////.%///'/////% 0 MJMmm�mm%//%%///m®®'/////%%//%%/////:mmE�EE�mmmE�E�m[�t�%///%%//%i%///// ANCHOR W/1-1/4-,EMBED ® Iw �qm®%/////."%//%9wm'%/////.'%///%///%////0, mm®mm00%/////."%///mmm%///%///%%////. ®E�109%///%%////.IE�®®%/////."'/M %/////:'/////%%/////.%///'////%%%///F�mm EEC �%////.'////%i%//%'/////%/////.'%////%/////:'%/// %///% �mmmmmmmmmmmmmmmmm©m©met©mmmmmmm 1-1/4-MIN EDGE DISTANC 2"MIN EDGE DISTANCE mm ®® mm® %/////.O//%im Em m� r//////.'%///Q M-%///%%///%////%////.®®E m���Emil®�®E m�%////.%////m E2Ea%///%%////.met%///%%////.•%///%%///%%//%i%////%%///%////%//%iKmmE0mE2Ewm%////.%//%i%/////.m®'%///%%/////:•%/// " '///////.1///%i0////.'%//////////%%///'//////%///%i'//////%///•'//////%%//'///////OWN/.'/////mm%///%'/////%/////:m®%//%i'/////%%///m®'//////%////Yr/// � 3"MIN EDGE DISTANCE 1-3/4-EMBEDmmmmmmmmmmmmmmmmm©m®®®®mmmmmmm /////.%//%%%/////.%//////ff/M/,%/ORV//////.%/////:''///////%////%///%%///%%///%%///%%//%i ®El LEE� am'/////%%///%//%/ //%i%///%i%///%VZOO/////%/////////i%///%%//%i%///%////%///%////%///%/%'//////%/////..•'////%i%/////;•'////%i%/////."�/////%/////:"%//%i%/ �mmmmmmmm0mmmmm®m0©m©mmmmmmm0m© � : : : : - � .. mmmmEmmmm%/O%%///EEC%///,F///%/////%'//////%/////.mmmmmmm02Ew®mm'/////%'//////%/////. 0[�m%////WME,E2E0E m%///%%///i%////'%////%///%%////.%//O%////.mmmmm9mmaF/////.'%//%E9E2%///%%///%//O%////. . � Vno // % O//////V%101111%,%%,O//�%%�mm mm///SIR/�/SER,RV///,�E.Off %l a ia/iii iiMMYriaiiiia/iia i/iiaisiaiiii/.iaiiii iiiiii00/1 iii iiiaii iii/.iiaii/ aiii iiiiiii ii/ - 11 FRANK BENNAR00,PE PE#0046549 CA#9885 a. oein, ,"gib, �J ID N Zry ov x ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK CONT. ANCHOR SCHEDULE: WOOD g__q_5 - ¢�r w�„ s� ._..............""".__...._._..________.....__."._.__................._........."__...."_...___......._......".".........."........."..._..".._..._. 3/4"MIN EDGE DISTANCE w VJ 2"MIN EDGE DISTANCE G Spans Up_To E-.E Spans Up To 8'-8:; Sans uv To 13;•-0" uj o G Spans Up To 6'-0" Spans Up To 8'-8" Spans Up To 13'-0" LOAD CONN TYPE CONN CONN TYPE rn[n[ r j ❑ LOAD CONN TYPE CONN TYPE CONN TYPE _ ANCHOR (Ps* Cl C2 C3 C4 CS Cl C2 I C3 C4 CS Cl C2 C3 C4 CS U 0- 4Q Q W �j V O ANCHOR (psf) 0 m w p pa 15.0 .L _G ClC1 C2 C3 C4 CS Cl C2 C3 C4 � CS ClCI C2 I C3 C4 CS 1/4"LAG SCREW WITH 1-3/4 48 16�0"16.0"11.5"11.5"16.0"16.0"16.0" 7.5"17.0�' 16.0"16.0"16.0 4.5 4.5 � Z X a� �� 1/4"DEWALT TAPPER+W/ 48 15.5"15.5" 6.5" 6.5" 15.5"10.5"10.5" 4.0" 4.0" 10.5" 6.0" 6.0" MIN THREAD PENETRATION •62 16.0"16.0" B.5" 8.5 S6.O"16.0"16.0" 5.5" 5.5' 16.0"16.0"15.5" 3.5" 3.5" 9.5" W w �N u w 0 J^ww 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 56.0 16.0 7.0 7.0 16.0 16.0 16.0 4.5 4.5 15.0 14.0"12.5" ~.w. o E 72 10.5 IONS•' 4.0" 9.0" 6.0" 6.0" H� 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" 2.5" 2.0" 6.0" 3!L sl O u 120 5.5" 5.5" 200 11.5" 9.5" 2.5" 2.0" 6.0" 11.5" 9.5" 2.5" 2.0" 6.0" 11.5" 9.5" 2.5" 2.0" 6.0" �� (�':..> O u 200 7/16"WOOD BUSHING WITH 48 16.0"16.0 9 •5" 9.K 16.0"13.0"13.0" S.5" 5.0•' 13.0" 7.5" 7•7.5" 3.5" 3.0" 4.55" ❑W m ........_ ... 5 _ ._ _ m p #12 SMS W/2"EYEWALL 48 36.0"16.0" 8.5" 8.5" 16.0"139 .0 13.0" 5.0 5.0 12.5 7.5" 7.5" 3.0 3.0 4.5 0 1.13"MIN EMBED&1/4-20 62 14.5"14.5" 6.5" 6.0" 14.5" 9.5" 30.0" 4.0" 3.5•' 6.5" 5.5" 5.0" 2.5" 2.0" 3.0" •+ om 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 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" 2.0" a 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" ❑ �p 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" �Y'u�� 200 3.5" 3.0" 3.5" 3.0" 200 3.5" 3.0" 3.5 3.0 3.5" 3.0" �+ #14 SMS #14 WOOD SCREW 48 16.0"16.0"13.0"13.0"16.0"16.0"16.0" OR 1/4"bEWALT TAPPER+ 62 16.0 16;0 9.5 9.5" 16.0"1660"16.0" 6.0' 6.0" 16�OW'13.5.'•12,.�••5" 4:0.' 3.5': 7�5" M m WITH 1-3/4'MIN THREAD "W-• LL ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK PENETRATION 72 16.0 16.0" 8.0'Y 7.5" 16.0"16.0"16.0" . .{�1y1q➢IRgpygm 110 16.0"16.0" 5.0" 4.5" 10.5"11.0" 9.5" 4"MIN EDGE DISTANCE 200 9.0" 7.5" 2.5" 2.5" 4.5" 9.0" 7.5" G Syans_Up.7o 6_0_' Spans_Up To LOAD CONN TYPE CONN TYPE CONN TYPE yd C m �G ANCHOR (Q5N Cl cz I c3 c4 cs Cl I cz c3 c4 cs Cl cz c3 c4 cs ANCHOR SCHEDULE: WOOD_ G=0.421 �" E 5/16"ITW TAPCON XL 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 ----•-•-•-•_^--•-•••••••_••-•• •� ----•-•••-•••-_---L ❑-e m 2-1/4"MIN.EMBED 62 1L 16.0"16.0"16.0"16.0"16.0"I6.0"1L 11.5"16.0"16.0"16.0" 8.0" 7.0" 10.0" 3/4"MIN EDGE DISTANCE CO`Zm'< z m 72 16.0"1L 16.0"15.5"16.0"16.0"16.0"10.5- 9.5- 15.5"14.5"12.5" 6.5" 1.5" 8.0" Spans Up To 6'-0" Spans Up 7o 8'-8" Spans Up To 13'-0" \1 J F Q (1•-."+�•••�•-+ ISO 1fi.0"16.0"10.0" 9.0" 14.0"14.5 12.5 6.5" 5.5" 7.5" 12.0"30.0" S.5" 4.5" 6.0" w LOAD CONN TYPE CONN TYPE CONN TYPE --��` N❑y. ,(•, w 200 12.0"30.0" 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" s ANCHOR (psi Cl C2 I C3 C4 C5 Cl C2 C3 C4 CS CS I C2 C3 C4 I CS 5/16"DEWALT ULTRACON 48 1L 3L 1L 13.5"16.0"1L 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"36.0" 9.0" 9.0" 36.0"16.0 I6.0 6.0" 5.5" 16.0"16.0"16.0" 3.5" 3.5" 10.0" � 3o g W/2-1/4"MIN.EMBED 62 16.0"16.0" 9.5" 8.5" I6.0"12.0"12.5" 5.5" 5.0" 8.0" 6.5" 6.0" MIN THREAD PENETRATION 62 16.0"16.0" 6.5" 6.5" 1fi.0"16.0"16.0" 4.5" 4.0" 13.5"11.5"10.5" 2.5" 2.5" 6.0" a 5 -- _ ._.." . 51. O 72 16.0"16,0 7.5 7.0 14.0" 9.5" 9.5" 6.0" S.5" ry 72 16.0"16.0" 5.5" 5.5" 16.0"16.0"16.0" 3.5" 3.5" 10.0" 9.5" 8.0" 2.5" 2.0" 5.0- 72 z (}. 110 8.5" 8.5" 5.0" Ti;" "• 0= 110 35.0"14.5" 3.5" 3.0" 9.0" 9.D" 8.0" 2.0 2.0" 5.0" 7.5" 6.0" 2.0 4.0" 200low 200 7.5" 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 1#14 SMS,#14 WOOD SCREW 46 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" e Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 CS O OR 1/4"DEWALT TAPPER+ 62 16.0"16.0 7.0 6.5" 16.0"14.0"15.0" 4.5" 4.0" 9.5" 8.0" 7.0" 2�5" 2.5 4.5" u WITH 1-3 4"MIN THREAD SMS W/2"EYEWALL 48 16.0"16.0 10.5"10.5"16.0 16.0 16.0" 6.5 6.5" 16.0 12.5•'12.5" 4.0" 3.5 7.5 3 PENETRA ON 72 16.0"16.0 5.5 5.5 16.0"11.0"11.5" 3.5" 3.5" 7.0" 6.5" 5.5" 2.0" 2.0" 3.5" E ARMOR INSERT W/2"EMBED 62 16.0"I6.0" 7.5" 7.5" 16.0"15.5 16.0" 5.0" 4.5" 10.5 9.0" 8.0 3.0 5.0" brim 110 los.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" 4.0" 3.5" 7.5" 7.0" 6.5" 4.0" 200 5.0" 4.5' 2.D" 2.5" 5.0" 4.5" 2.0" 2.5" 5.0" 4.5" 2.0" 2.5" ❑ (�-,L---- _110 11.51,I1. 4.0" 33'. 7.0•' 7.0" 6.0" 3;5" 6.0 5.0 3.0" -ry^ n . _. _ ^' -C 200 6.0" 5.0" 3.0" 6.0" 5.0" fill a :lag din N 1 ANCHOR NOTES:SEE SHEET COPY=HTFPAKLBEN0=PE. 10 FOR ANCHOR NOTES. I 20-26156 SCALE- PAGE DESCRIPTION•q E Y� v e _ FRANK B__.O,PE PER 0096599 CAR9885 r ROUND WINDOW ASSEMBLY E � EDGE OF ACCORDION GE MIN FROM �•5',�n,.'!•�% EDGE OF SHUTTER, EDGE OF ACCORDION o"Ir m SHUTTER BLADES TOP OR BOTTOM I SHUTTER BLADES ffnn 0.125"1 0.125" u u o^I 0.032" 0.032" �.,.."...... .,,e v .a Q i , --- \\� i gw + _ w m ONO:' % o 20 - 0.196" 0= wb `� jg- o W u ZWm45" wUp I 3.5"MIN, . r>QQ- I It lw7 p 2.875"0 HOLE TO RECEIVE ROUND TYPICAL Q W �i �~ ..WINDOW ASSEMBLY z'. 0 c m�z u a \ / •H'a""""` 2.875"O HOLE(TO RECEIVE p31i �t7 02.875" -{10.188" y W w ` T T 03.250" _ ROUND WINDOW ASSEMBLY)MAXIMUM OF WINDOWS tu n LIGH 1•_N_VlEW PER EVERY OTHER BLADE �O A N.T.S. SABIC PLASTICS SLX1431T-UL-94H8 " ' fs ROUND WINDOW z LIGHT-N-VIEW WINDOW -ASSEMBLY 13 N.T.S. EXTERIOR ELEV m n n 6 t 12"MIN FROM @, EDGE OF SHUTTER, _ EDGE OF ACCORDION as vmmi TOP OR BOTTOM SHUTTER BLADES '�+ o'm 2 RECTANGULAR r O_ � ' Zmb z WINDOWASSEMBLY 1 BLADE W/ ROUND WINDOW cam— —b Cl C7 D 0 N.T.S. -EXTERIOR ELEV ~� EDGE OF ACCORDION 13 j.,...•-••2.210"_--..•.l i (� I SHUTTER BLADES 0.145"-.,.�. 1.210" '_-0.145" c I 3.5"MIN U v ____...a. o [l 0 Cl � _.......___. _.. W._.... TYPICAL O ° 1 Aj U_. _ Co. p f 1.500"x 6.000"HOLE(TO �1 RECEIVE RECTANGULAR n ...................y._...........-..,. o WINDOW ASSEMBLY) E 1.500'x 6.000"HOLE(TO RECEIVE I+? MAXIMUM OF 3 WINDOWS -RECTANGULAR WINDOW ASSEMBLY) .161°-{ PER EVERY OTHER BLADE- - o I) 3 RECTANGULAR WINDOW WON e 1ID c 0 o I 13 N.T.S. EXTERIOR ELEV Q y¢- -- @98C� '"_ r .118" u�i�i c� 1 ¢6 DIA. _ ! 0.500" `m' 1-1.5"-4 vmi -j..- -�_• (INT.) f-" by l .�, -_� ...__.. `" RECTANGULAR WINDOW NOTES: o 8l5 3.5'MIN.,.}_ __ RECTANGULAR WINDOW A (EXT) '' n8 f"'`-1 ASSEMBLY _ 145' 1. THE RECTANGULAR WINDOW SHOWN IN o gay TYPICAL � ��I I OO 5/13 IS MADE FROM GE XL10 LIXAN WITH @ry I I pkO.35-5 �p i i - 0.075"MINIMUM THICKNESS.2. FRAME FOR RECTANGULAR WINDOW MAY �s��R R, G I !O jI BE NYLON 6 OR POLYCARBONATE WITH A 1 t I 0.145"7 k ri i i MINIMUM THICKNESS OF 0.161".ATTACH WPYRIGRIFlWKLBENNMW PE ! "'•'•'•"I'• "•' t" """'Y"""" . TO BLADE WITH(6)#4 SS SCREWS OR 20-26156 '©L J° �-}•1.856"•••••••••�T-0.177' .31-1 BOLTS WITH NUTS. sULE: - _ti A-• SECTION A-A PAGE DESCRIPTION: E 4 BLADE W/ RECT. WINDOW 5 RECTANGULAR WINDOW N.T.S. EXTERIOR ELEV 13 N.T.S. EXTERIOR ELEV 9� ° 13 I Q3 FRANK BENNARDO,PE ACCORDION SHUTTER SYSTEM PEa 0 096549 cA#9aes _- -� - -- ALTERNATE MOUNTING OPTION .__...._._..__............_...__._._.._.__....._.._..__..._.._._.________. 69" DESIGN SCHEDULES MAX ..W_..._.................... .. _._.........__....._._ ...._..__........_.._.._—.—.._ SLAT - ' a. ....... _._.___ _.._._.__.._ OPTION 1 OPTION 2 0 a SPAN 1 2x3x0.25 ANGLE 6063 T6 (2)2x3xO.125 ANGLES 6063 T6 Z_ o V E v (2)ANCHORS- ..� ALLOWABLEDESIGN ALLOWABLEDESIGN Qr�rnn �MggsO O PER SIDE,SEE • O W NOMINAL NOMINAL unJ w J R PRESSURE PRESSURE w Wf O O LL a s w DETAIL 3/14 VNDTH WIDTH w uJ a N .,•, w NOMINAL WIDTH POSITIVE(+) NEGATIVE(-) POSITIVE(+) NEGATIVE(-) ((f o ,_-•$,� {............_............................................_._...................._ _....._._....._......_..W.._....._......_......._....,_,W.........{ 42" 151 psf 200 psf 42• 80 Psf 173 psf Zrr w w U w a PER SCHEDULE LL raj Q z 1 TYPICAL ELEVATION OPTION 1 45" 131 Psf 200 psf 45• 69 psf 151 Psf Oct 4<u1_�O 116 psf 177 psf 61 psf 132 psf 0 L ID I i 48' P P 48' P P Z a„ 44 � 3 14 N.T.S. EXTERIOR ELEV 102 psf 147 psf 54 psf 117 psf W 0 N�^w w 6' 14 51' P P 51' P P �..�w,_, z ACCORDION SHUTTER SYSTEM 54• 91 psf 124 psf 54' 48 psf 105 psf •w A .................._............._.... ..... ......_. ........... 57" 82 psf 106 psf 57" 43 psf 94 psf N W w .. ............__ ............ ......._.._................._.,...,......,. 6 60• 74 psf 91 psf 60• 39 Psf 85 psf w 63' 67 psf 78 psf 63' 35 psf 77 psf O 69" 66" 61 psf 68 Psf 66" 32 psf 70 psf m MAX 69• 56 Psf 60 psf 69• 30 psf 63 psf SLAT 72" 51 Psf 52 psf 72• 27 psf 56 Psf m SPAN 75•• 46 psf 46 psf 75• 25 psf 49 psf m �...........e._ ,,..._._...._____. ._..w.____.. ..�. —. ,� _.,___..._.. ........._.,........_..u,_. ---- _ ___„___N._..._....__,.__.__ _.... 78. 41 Psf 41 psf 76' 23 psf 44 psf S (2)ANCHORS-- - -- 0 7 psf a PER SIDE,SEE -��-`-`- O 81' 37 psf 3 81' 21 psf 39 psf N DETAIL 4/14 NOTE:DESIGN PRESSURES SHOWN IN DESIGN SCHEDULE ARE FOR w 2 NOMINAL WIDTH DETERMINING MAXIMUM ALLOWABLE HORIZONTAL SUPPORT ANGLE SPAN. z B rn .__.._....___....__.—....� .._._...__..._....._____._._...w._..________..__ •'""""""""'"•"••""""••• t SHUTTER SPANS AND ALLOWABLE LOADS SHALL NOT EXCEED THOSE �f a•" ¢m PER SCHEDULE m rn O m PERMITTED IN DESIGN SCHEDULES. E 2 TYPICAL ELEVATION OPTION 2 Z a 4 14 N.T.S. EXTERIOR ELEV m SHUTTER SYSTEM SHUTTER SYSTEM ,� w m 4J � 3 2"x3°0.25"6063-T6 / 2"x3"x0.125"6063-T6 1 c CONTINUOUS ANGLE�� I CONTINUOUS ANGLE�� I '� SUPPORTING SHUTTER TRACK" Z SUPPORTING SHUTTER TRACK Z Xa / LAG SCREW WITH 2" / g �"LAGS WITH THREAD PENETRATION,, /E w THREAD PENETRATION' tn 3/ �AND "EDGE DISTANCE•! AND "EDGE DISTAN N. CE / TO G=0.,r MI WOOD,% // TO G=0.42 MIN.WOOD,��i CENTERED IN LEG OF CENTERED IN LEG OF/ I w ` 2"x3"xO.25"ANGLE / - - -n 2"x3"x0.25"AN e G=0.42 MIN.WOOD G=0.42 MIN.WOOD HOST STRUCTURE / HOST STRUCTUREri!iS _.._ �JL._ ...lL._ m 9 CEILING HEADER / / / /r _ CEILING HEADER p- a 9 ANCHOR NOTE:q"MILLENIUM MILLFAST SCREWS W/ T&C ULTRACOTE MAY BE USED IN LIEU OF THE LAG c lop f/ /, � SCREWS CALLED OUT ON THIS SHEET UTLIZING THE � � � 9 12"O.C.316 SS THRU-BOLT SPACED / -SPACE 312 O.C.THRU-BOLT SAME CRITERIA. u o a? 3 12°O. MAX OR#14 316 SMS OR r � SPACED 12"O MAX OR#14 m w v Y4 LAG SCREW WITH 2"/ / SDS SPACED 6"O.C.MAX.FASTENER )'+ LAG SCREW WITH 2"� 316 SMS OR SOS SPACED 6" THREAD PENETRATION] j SHALL BE LOCATED 1"FROM ENDS. THREAD PENETRATION O.C.MAX.FASTENER SHALL BE AND 3'4"EDGE DISTANCE AND%"EDGE DISTANCE LOCATED 1"FROM ENDS. cawwc6r FRMA(L608UM0PF. TO G=0.42 MIN.WOOD, ' TO G=0.42 MIN.WOOD, �" CENTERED IN LEG OF f 2"x3"x0.125"6063-T6 ALUMINUM CENT ERED IN LEG OF/�� r / 2"x3"x0.125"6063-T6 20-26156 2"x3"x0.125°ANGLE /� ANGLE,2"LONG,ONE PER END 2"x3"x0.I,S"ANGLE., /�/ CONTINUOUS ANGLE _ /• OF 2"x3"x0.25"ANGLE. •• ••••••• / /•/�/ SUPPORTING SHUTTER TRACK SCALE: - PAGE DESCRIPRON• E TYPICAL END ATTACHMENT TYPICAL END ATTACHMENT K-3� (OPTION 1) 4 OPTION 2 I 94 14 N.T.S. VERT SECTION 14 N.T.S. VERT SECTION /[J