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HomeMy WebLinkAboutProduct Approval z I Factory&Showroom 1055 Commerce Avenue•Vero Beach,FL 32960 FLORIDA ; SHUTTERS Telephone(772)569-2200■Toll Free 1-800-741-2202 FAX(772)567-3674 SINCE 1979 Proposal Number: Date:7/27/2016 Phone:772-466-8633 Fax: Name:JoAnn Crosby Job Name:Same Street:6820 Graham Road Street: City:Ft Peiirce State:FL Zi : City: I State: IMP: Subdivision: ! I Subdivision: I.To furnish and install floridIa building code approved large missile impact rat'd hurricane shutters on specified openings as follows: No. Exposure Code Size Type Price a ch Quantity Total Price Remarks 1 House/Garage NA 48X60 Colonial $706. 0 3 $2,118:00 2 House NA 77X60 Colonial $1,23 .00 2 $2,472.00 3 House. NA 48X60 Accoridion $320.100 2 $640.00 4 House NA 36X52 Accoridion $240.00 1 $240.00 5 House I NA 36X52 Accoridion $240.00 1 1 $240.00 6 House NA 24X58 Accoridion $160,00 1 $160.00 7 House NA 28X60 Accoridion $24000 2 $480.00 8 House NA 48X36 Accoridion $19200 1. $192.00 I .I • I" I ' I I i i I I I I am{ },'or I am not{ x }a patricipant in"The My Safe Florida Program'.(please specify) Quoted prices do not include any permits and/or engineering fees All material is guaranteed to be as specified. All work to be completed in a workmanlike manner accordi g to standard industry practices.Any alteration or deviation from above spec cations involving extra costs,will be executed o ly upon written orders,and will Sub-Total $6,542.00 become an extra charge over and above the estimate.All agreements are contingent upon strikes,acc dents or delays beyond our control. This proposal subject to acceptance within 30 days. Authorized Signature Bill Sbarra Florida Sales Tax i Total Contract Amount $ 6,542.00 In the unusual event in which the i ustomer chooses to cancel a shutter order,the security depo it will not be returned. Deposit Due on Order 1,650.00 Approx.Delivery Date:3-6 weeks Balance Due on Completion $ 4,892.00 AcceptancF of Proposal The above prices,specifications and conditions are hereby accepted. You are authorized to do the work specificed. Payment will be made as outlined above. ACCEPTED: Signature: I Date: i I I L �r r • .. x,� � x� �� Yt"�["� .�Ted G'µ�t'�t•�y�'s� a ZI-rc.1 I (� 3af k Sµ,4. Jit r� � c ' '• ; �'�+ tI ftl"r` ?i�tx`e 4 t m t"'t .1 t nkn st'�"''t^2.x3 7 t J � .: � f+r�` � "�+ _ e t ,i { F�flfitkd Dewtll@Ott SCIS Home Log In , User Registration Hot Topics Submit urchlarge �Stats&Facts Publications FBC Staff j BCIS Site Map Links 1 Search 3usines, P�O �SSi { =;' I Product Approval t ;` USER:Public User Regulation Product Approval Menu_>Product or Aoolfcation Search>Appliotion LS t>Application Detail IFL# FL1375�7-R5 Application Type Revision Code Version 2014 Application Status Validated I Comments was pending fbc04/27/2015. Archived I Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33349 (954)493-8551 tomj@tc=alum.com Authorized Signature Frank Bernardo 'Frank I I Technical*Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. I 'Ft.Lauderdale, FL 33309 (954)970-9999 ftomj@tc-alum.com Quality Assurance Representative Address/Phone/Email j i Category Shutters Subcategory ACcordloii ' Compliance Method Evaluation Report from a Florida Registered Archltect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Frank L. Bennardo, P.E. developed the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R5 COI Indeo 2.pdf FL13757 R5 COI IndeD 3.g_df FL13757 R5 COI Indeo.odf I I Referenced Standard and Year(of Standa d) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E336 2002 https://www,.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk'1yHMuovb... 5/1/2015 i 4 TAS 201 1994 • TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R5 Eauiv Eauiv 2.Ddf FL13757 R5 Eauiv Eauiv 3.0f F12113757 R5 Eauiv Eauiv.Ddf (Sections from the Code i Product Approval Method Method 1 Option D Date Submitted 04/21/2015 Date Validated 04/29/2015 i .�Summary of Products FL# Name Description 13757.1 6.8 ACGO,GdLOhi_1 l6tter I Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R5 II Dwa.Ddf 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 allowab a FL13757 R5 AE Eval.Ddf span/pressure combinations and additional li itations of Created by Independent Third Party:Yes use. 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R5 II Dwa 2.Ddf 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: WA Evaluation Reports .Other: See installation.drawings for allowa le I FL13757 R5 AE Eval 2.Ddf span/pressure combinations and additional I mita tions of Created by Independent Third Party:Yes use.. 13757.3 E.A. Essential Faclliti'es'Accordion JjAlumlqum accordion shutter approved up to missile level "E"for use with essential facilities and wind zone 4 applications. i [C::Imits of Use I Installation Instructions Approved for use in HVHZ: No. FL13757 R5 II Dwa 3.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo PE-0046549 Impact Resistant:Yes Created by Indqpendeht Third Party: Yes Design Pressure: +110/-128 Evaluation Reports. Other:See product drawing for additional information, FL13757 RS AE Eval 3.adf anchorage,etc. Created by Independent Third Party: Yes I Back Next I Contact Us::1940 No h Monme Street Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 207_12013 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 th office by phone or by traditional mall.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 y4 u are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Boa I _ I https://www;floridabuilding.org/pr/pr_app_dtl. spx?param=wGEVXQwtDgvgk7yHMuovb... 5/1/2015 fUepfa.,e 6.8 ACCORDION SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE 4 TABLE 1 TABLE 2 ALLOWABLE 8-PATSCHEDULE ALLOWABLE SPAN SCHEDULE MINIMUM SEPARAT1 FROM GLAS5 TABLE 3 qS7 ES EN71AL F CLI! 5 O LY �� OF OR E WITHIN HV R WITHIN ALLSW__ ';,�.1•'�[� ,���yI4 HVHZ HVHZ. M1NIt1UM SEPARATION FROM GLASS CHEDULE MINIMUM SEPARATION POSITIVE POSMVEWMND, HVHZ FROM GLASS N-IIVHZ WIND LOAD LOAD WITH NEGAYRiE. POSRRIE DESIGN WITH CENTEEMATES WIND LOAD DESIGN SHUTTER INSTALLATIONS INSTALLATIONS .'POSITIVEAND OESION SHUTTER INSTALLATIONS INSTALLATIONS Z� y WIND UNOM7E 2f ALL PRESSURE SPAR ,sJdABOVE sad ASOVE DESIGN NEGATAIEWIND PRESSURE SPAN S3dABOVE >3dARM Z j V X01 n LOAD(PSF) JO MOUNTING (Pm GRADE GRADE NiNO LOAD ALL (P6F) GRADE GRADE Q V, OR J1 & J©2 CONDMONS" 0%) (IN,) LOAD MOUNTR(G ') 0') z min$z`o ORO&h'1 (PSFI CONDITIONS" 00' 3.7' 1.1" (,"(!j�j rYy p°Oo �J gp" 10• t2k3 158' .a.J 23.0 158' 168' 166' 80" 3,0' 1.1' a50.ONN�f58' `r' 30 99"' 3.f' 1,4' W m 25.0 154• 458` 150' 6' 55.0 i6S' 120• 3.1' 1.0" 30.0 147° 168" ISO, 30 168° 6,0' ?.5' N 120` 30 1.8" 80.0 118' o W-- 355. .147 150` 158- 1S8` aT .3.6• O8.0 113• 00` 6 40.0 13T 145" .ISO' Iv 70.0 133' 09• a1• t 6' a 15,0 f33' 14i' 156' 99" 35.' 15.• 76.0 , 133` 10 108' 3.1° 16' 50.0 120" 13T i06' 60.0 428" 120° at" 22" 108• � �3.0' 1.0" 65.0 128' 134• 156' 40 120' a0` 27 86.0 125' 137 55.• 2T ri 80.0 124° 131' 148' 1375,T 2@" OOk 121• i68' 6,8' 5..3" m $ 146" 6.T a8" 055. 118' 80' ai' 05.0 121` 129' id3'- - 70.0 tt8' 128' t3T 400.0 115" 09" a1` t.T_ y� 75.0 11T 1 124' 133' a0' 1.T 105.0 1/Y 50 !08` a1` 20• or r; 60.0 tib' 122' 128• 20" 11GA 6` 140' 120' 3.1" 2 ^� 85.0 .113' 120' 126' 60 408" 9.0`120` 3.0, 28' 19x0 1dl' 137 a8' at' �+} I a 90.0 tit` 118• 121' 120.0 105" 150' 111. a7 �to gr� OSA 110' 11T f18' 80' a0` .1.2" 125,0 103° 80' at" f.t' O m s 100,0 100' 116' tis• 130.0 101• 09• a1• 1.8' .. G K s _____ 09" IV, t.8' ow 3 105.0 WT-'-'11Y-- -142'- - ___ 00.. _.- _ 435.0 99` 60 i06° „a 1105. 100" 110° 110• 13�. 'fi,T -_-dS - - ttyy --- -110.0- -95- 120' ar 2T a 3 .. '11 ''-10 OT ....t0T - _ _ _ 1205. 104• 105• 105• "---�.0• 1.2' 146.0 8?" 146'- _5.6•_ __ _5.q+____-___ _ .. {�r_� 1255. i0.T' 505._._ 89° 80" 3.T 1.1• --�•-�"' jyj Q 1405. 99° 70 1 W ..63 .� t.r 16� � 7all l2w_8' 13T ��8_ 45 � o zcr 130.0 101' 100.0 8Y 70 05' 17. 4 vri 145.0 - to 09" J.0' 2S` •176.0 78" 60' 3.1° 1.7 160.0 69' 18" 34. 180.0 71' 8i` 11. 465.0 66' 180. 1.3"' 185,0 77 00 BP ai° 2.7 t4".��•it F, 100.0 63' 190.0 TC 120' aT a6' �. 166.0 61` 110 OP 35.' 1.8' 196.0 86' 121' 6.8° 3.T q 170.0 78' 99' 3,0'. 25° . g 176.0 78' 110" 3.J' a3' 20MO 88• 80' 3.1• 1.2' 180.0 74" 6T ao• .1.3• •FOR BURAOLIT MOUNT MAXIMUM 110 64` a1" 1.6° ,�j_ 8 (� 1Sa0 77 120 64• a0' 1.0' SPANS PRESSURES,.SEE 1� u" %r �rq'''1 � II 100.0 - 70• 105' ai• 3.1' TABLE C ON SHEET 6/23 84" 3.1°. 1.7 B� g 195.0 06' ss FOR BUILDOUT MOUNT MAXIMUM SPANS.AND'PRESSURES,SEE 120 84• 3.1' 1-8" � 200.0 - 88' 5 TABLE C ON SHEET 6/23 9B' 3.1• 2.8' 'L - - 103° - 3.1` 1 3.0' $S TABLE 2 AND 2 NOTES: TABLE 3 AND A NOTES: I. HYH2:DEFINED AS MIAMI-BADE COUNTY AND BROWARI75 g5 I. LE 3 AN 4 DEFINED AS ALL LOCATIONS OTHER THAN Int COUNTY FLORIDA. ,/) MIAMI-DADE.COUNTY AND BROWARD COUNTY FLORIDA. • Y 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN (jff TM 2•'DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN - p SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN SCHEDULE°ABOVE ARE MAXIMUM ALLOWABLE DESIGN E PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. QI__ PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. s 3. THE 6.8 SYSTEM MAY 86 MOUNTED WITH THE INSIDE AND 3. NO SEPARATION FROM GLASS IS REQUIRED FOR OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: -(� _ - _- C6PtiWtttFP:t17(LBDELV•DDPP -"-'IT IS PERMISSIBLE TO MOUNT--TO A-WOOD OR CONCRETE llINSTALUI HVHIZ AND IM WIND 20NES I THROUGH 4 OUTSIDE OFBEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR - _____ _ THE 6.sTAND OUTSIDE OF NTE WITH FACILITIES. SS-2338 THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES -4.-THE 6.8 SYST(iM MAY BE MOUNTED WITH THE INSIDEAND AS NOTED IN TABLE 2 ARE IN THE DIRECTION TOWARDS THE OUTSIDE OF THE SHUTTERBEING'REVERSED,FOR-EXAMPLE:I7-__PACE D MOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM PAGE 06SCR1P720Nr"---- - PRESSURES AREAWAY FROM THE HOST STRUCTURE. WITH THE BACK OF THE SLAT FACING OUTWARD. yE 4. LINEAR INTERPOLATION BETWEEN OS SHUTTER SPANS IS NOT /�q /+'•� �1, 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT y m PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICANE PROTECTION THEPERDESIGN PREFOR SSURESANS FOR THEEEN NEXTTHOSINDICATED SAN SHALL THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALT THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE JJJ777 USED` BE USED. ( *T' U III, QA/ 47 qFN GENERAL NOTES: - f jrI r^ _ %i 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES NG LIMIT CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE AND THE L7 u� w INTERNATIONAL BUILDING CdDE((IB AND INTERNATIONAL RESIDENTIAL CODE(IRCC) THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCIU�ES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. ,N,O 3�a SEE PRODUCT EVALUATION REPORT FpR MORE INFORMATION. SECTION 3 9 1 s 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE PRESSURE TOP TRACK `^ce REQUIREMENTS AS DETERMINED IN ACCORDANCE W ATH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA w BUILDING ITI CODE SHALL BE LESS THAN OR EQUAL TO THE POSVE OR NEGATIVE DESIGN PRESSURE .+0 CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN, < 3. TESTING WAS CONbUCTED IN ACCORDANCE WITtI TAS 201!2021203 AND ASTM E1886�E1996/E330. a 4. .DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TEtSTED PRESSURES D��Vv.DED BY A 1,5 S. THIS SYFACTOR. TEM H S BEEN DESIGNED WITH NO SEPARATION.FROM GLAZING REQUIRED FOR ALL WIND C9 ZONES,IN ACCORDANCE WITH ASTM E1996.09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL Z W PLAN- �+ CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 4 VIEW 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND n.¢ wi B E LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. 8 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE F a$ DOC MENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WINO VELOCITY. FOR W tX WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 F-CI i SHALL BE USED. d 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC :3 i 3 xw —SITE. -- 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL DNLY.BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME!' -- -- ---PRODUCr-APPROVAL.USE-OFTHCSE APPROVALD0CUMENTS SHALL COMPLY WITH CHAPTER ¢F 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. I B 20, THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR N VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM v THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING a OFFICIAL MAY REQDIRE THAT SITE SPECIFIC DOCUMENTS BE'PREPARED ONED DATED AND BOTTOM TRACK SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL M JUSTIFY THE R DEVIATION,.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. R 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITRTHE FOLLOWING MINIMUM d INFORMATION: g TOWN&COUNTRY INDUSTRIES LUCKING MECHANIS SE FORT LAUDERDALE,FL TYPICAL PLAN VIEWS _ MISSILE LEVEL D-ASTM E1886,E1996&E330 TAS 201 202&203 0 loll FLORIDA BUILDING CODE APPROVED s TYPICAL. -ACCORDION. 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 I Inn K.S.I. SHUTTER ELEVATION 14, ALL BOLTS AND WASHERS MCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A o x p MINIMUM TENSILE STRENGTH OF 60 K.S-I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ALUM.ALLOY. N.T.S. n 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR ¢6 BOX LOCK AT CENTER OR SIDE CLOSURE. p 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. , 17. FLOOR TRACKS MAYBE REMOVABLE AT NON-STACKING LOCATIONS.USE REMO ABLE ANCHORS. 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF IT. y 19. -ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. a s 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 caPtRGMPi44 IPENNAIIPOPF. --ABOVE-NOTED BUILDING.CODE_ _ ' 15-2338 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 SCAcs - 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 23, SNEGATIVE UTTER ALLOWABLE AY BE INSTALLED WITH UP TO()ADDITIONAL BLADES MOST F SLACKULTURE. ' @!210 pal 2,874" PRS73ECTMN VARIES 36 ' 4,074'HAIL 06@" 2.762� 907' " 6T1,92$" 125" @III S„ L82S" ] 6'. 143" 143' Q N o 11, 08" 100' 1'708' vt .100" t7 8" 1OD" in .too" 1.7 0" •100• a .068" 163 m A99' !9S" .195" 195' *! .a N .195". gb•• x 1431'1 .195" m 4w 62' 062• r .045" 62. of 690 .200 H .6 2.690' 062' ry1.069 111 .062' 62" 200" .062' 30" 62" 200" t- '63 f 1.2 0" 971" -.588' 34 1 0' ; ci 2 822" 2 a W t1 169` .971" Y .09 .095' 1.069, ZQ, 149;fai§of„ 471" A30' ;}}WW���� 1.2 0"• i. 4" � 1,250" 00" .095" - 3.610" W "S 745"M X, s 1 LITE' 2-LEG WALL (�HEAVY HEADER/SILL L17E HEADER/SILL a x S „,.WALL .Z,.KBUILD OUT WALL O HEAVY 2-LEG WALL �J out'% +;} 'SCALE,HALF SIZ CALE,HALF SIZE SCALE,HALF SIZE �`-� SCALEi HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE ,�A a REW BOSSES & FELT GROVES, ARE OPTIONAL ON ALL. EXTRUSIONS PAM, 2.655" L@` .875' .195' 1.825" T 588 1.5e3" 0 2.510` 5202NN•365' .464' yao 1 .6 485 T-- .400 11 Y 0 ,9 . 625 05 6ft0s1069' 781' j Jr 1200" 4,510' 250 �< �gtdq�y v� (�7 .SILL (g� SILL ADAPTER �p EXTENDED SILL ADAPTOR 1T MID SILL 12 MID SILL ADAPTOR SCALE,HALF SIZE 0 LE,�EXTENDED SILL SCALE,HALF SIZE � � SCALE,HALF SIZE SCAHALF SIZE ' SCALE,HALF SIZE SCALE,HALF SIZE , � 1,9 4.603" 30.225 143' .314" 1.708' v ■ ILLS 3" 25 44 .04 .250" '06 .1508 297" 3.963• -+�"Sa .030R ,054" 0 2" - 1.570' 510' n t� xe9g� .1.625"' .069" Inn i $ 0, 4 Nt 141- R ry +^ 1.721' 133' 0.080' a4eD• 13 TYP. 6.8 SLAT/BLADE t7 6.8 STARTER bet` 630' A96* m o ]0]61 e SCALE,HALF SIZE SCALE,HALF SIZE 130' ,0 2• 2.822' N U8 62, t6 RADIUS CEILING HEADER/SILL a0g6' „ t8 WALL SILL ' g 4410" `y. SCALE!HALF SIZE d8D' A80' SCALE,HALF SIZE 5 Td' 8 4.102' 30' DA@0' WPYA&NfFWtIXL6EMlNiDOP.E -�� �u .227_1_ 5-2338 - --- - -- -- - -- --- sAIM .420' !?AGE ouecerwt:oN, 14 CEILING HEADER/SILL 15 6.8 STACK/CONECTOR SLAT/BLADE SCALE,HALF SIZE g WALL SILL CLIP y SCALE,HALF SIZE `✓ SCALE,HALF SIZE 8 ' x.225• 2.018' 010-24 THUMB 3750 1.950" 10' SCREW STAINLESS STEEL -f',28Q" �/i 2 z ASSEMBLY m E IS o ':3200 HOLE o w - o � W m 0 oZ o o . cuiti w NYLON Ci °w' o m ' A62' w 050 WHEEL ° 'a 1100 :• . a .240" o Off. L 5-MAX } VA t ,� TYP,AT EVERY OTHER `y [ 2Q RECESS SILL FOR USE WITH INSIDE J0114T AT TOP. Tg ANGLE SCALE:HALF SIZE ANO ®ONLY CYLOIOER-SOUOBRASS,NICKEL PLAYED w a w F2OLLER ASSEMBLY HOUSIN6-ZINCDICASTPOWDERCOATED SCALE.HALF SIZE .. .. �� SURE ROD 22 SCALE+HALFSIZE SCALE+HALF SIZE" NOTE<MAY OEKEY OPERATED OUTSIDE ORTHUMB z rym w� TURN OPERATED MIDE L t ,zsD• �J BRASS PUSH LO' W 9 NYLON WASHER SCALE.HALF SIZE IO y 3 v CP.N R ALUMINUM ,357' tY$} YLON BUSHING .Q ISS• .N p PTIONALI .276' Spa _ 4,000' K .500' x 2-3/4"410 HT S.S.REW W/ m A62•ULTRACOTE COATINGP TOP&BOTTOM) .154' ,137'ASHER+ » 7/16TO x 1/2"@ INTERIOR JOINT TOP 7/16'0 x 1" INTERIOR JOINT BOTTOM 26 0 %� •24' • !'7•+y g EITHER CAN BE USED ON EXTERIOR O BOX CENTER INSERT 2¢ BUSHING ASSEMBLY DETAIL SCALE,HALF SIZE p•5 tr M -- scALE:_HALF sizE _ 27 SAINGUARD 28 OECDRATIV FLOOR TRACK �' —y ---1:978`- ----- GALE+HALF SIZE .SCALE+HALF SIZE jjj''' _�< .623" 4 — .125' - — - - z< $ 1 10• --1•!Ei' .286• .267'-_ '—`2:702" - - -- 642" -- - }_ .443" .443 0 0 0+ 1.084' r4'„ .090• T, 4 +R r m 2 09-• 2.216' —w l o `6i n ,200" .,rr .190" .250" [06 3.443. 6 1758' a w »�»i n �� 0!�1�] �N 'sv .= +^ _ u250 .125 V .2 .ni N ty W .. .. • .125" .125" » .190 .125" . Sfi0' . ` .06z" a322'(`t 062' 176' ur < ' 2g 2003 6.8 CENTER MATE 30 UNIMATE LOCK 3� MALE BOX CENTER g2 FEMALE BOX CENTER 33 OUTSIDE CENTER MATE 34 INSIDE CENTER MATE SCALE,HALF 512E SCALE+HALF SIZE SCALE+HAIP SI7.E SCALE.HALF SIZE SCALE+HALF SIZE SCALD HALF SIZE 9 a3 � .�6z• w fill a STEZ•$TAtNLESS 1 5.500' x 13/16' WID f--f,400' STEEL rrv+UT � �8 NOTE:ATTACNNEHT SCREWS FOR 'j o 'If f. END STRIPS SHALL DE 80 TORR f ,h A n 30 NERD STYLE VARIES OA PHILLIPS DRIVE SCREWS, 06 38 THUMB RESCREW 0H0AN- HTENEDONLY. 20'�SCALE+PULL SIZE 4 Mf4 - c . , CHINE SCORW848AIM1Bxt S}6 � gg 188' "/16".b INTERNAL 5 EZ d. t0q .. READ � m�wONrtwaxtaEvawo0rs 4,500, T +- —- ~-----37_T-SCREW INSERT " n, �.5-233$ =— .689' POWDER COATED,ZINC 01E-CAST: SCALE,FULL SIZE -- - —— _ ri �0• sate, SECTION A __ pE�,� �p�pOp� ypGE 08SCRIPTION: INOUSTR�AL SYSTEMS 3g T-LOGK ADAPTER —- (OPTIONAL) Z4Ut1' I ». .254' 4Q 40b ,0— — ? 35 BOX LOCK SCALE+HALF SIZE M FND iRIP 1" �� SCALE,HALF SIZE 2X7 ANGLE 3g SCALE-HALF SIZE EXT Al $ SCALE. HALF S(ZE � A.aflr P.E. S �•i FASTENER i6"D.C. DIST, EXISTING GLASS EXISTING GLASS .EDGE (USE ANY ANCHOR SHOWN 01ST S •• I IN ANCHOR•SCHEDULE). , i � mD. ~ EMBED SILL? {INTERIOR ' B ?*' =_ g ALT,DIR CT10N .EMBED. 17 ,Y OF ANLL LE it i "P��. �• _ (INTERIOR) 17 �y ,gym M. AN THICK I"MIN. UM.ANGLE 1"x 1"MIN. 29 296 O 2"x 5"MAX.(ANGLE LEG 3 EDG AY BE REVERSED) 6 U LL bIST. a 8 9 ANCHOR SCA 18"N A(USE ANY S3 55 t3 23 9 29b m 9,w R ANCHOR SHOWN IN ANCHOR 21. l:7 n O 4 I; t3 13 13 SCHEDULE,i"MIN.EDGE DISTANCE). - 13 TO & tt4-20 THUMBSCREW ~ 2q 12 x 1/2"GALVANIZED BOTTOM {EXTERIOR) rL r'SS' I 6.001,{TYp) INTO CENTERMATES 1/3 E N "j OR S.S.SMS,3/ib'0 ALUM. - TO 2/3 SHUTTER SPAN MAAX WIO£�L a V 1/4-20x7 THUMBSCREW INTO POP RIVET,OR1/4-20 (EXTERIOR) THREADED HOLE.LOCATED Q1 MACHINE BOLT&NUT TTHH p 1/3 SPAN TO 2/3 SPAN FROM Q!1B"O.C. TO t"HEI6H'f. TYPICAL PLAN VIEW "BOTTOM OF'SHUTTER'FOR BLADES MULTIPLE SHUTTER ASSEMBLY SCALE.3".0 1'-0" S W-3-.USE-TWO THUMBSCREWS SCALE.3"-1'-0" ON BLADES>B'-3",.ONE QI 1/3 SPAN - =ON AND ONE AT 2/3 SPAN FROM BOTTOM � CENTER � USE i BRASS PUSH LOCK OF BLADE,TYPICAL.FOR LOCKING OR 11S 5/18-18 7FtUFiB _ SHUTTERS,A BRASS PU5M LOCK O' tlSCRE4,�•I�p3�.��}0 TFiR AWED MAY BE SUBSTITUTED.WHEN USE�WITH, SEEDrDSSRIPStNEDpU: I17N'OEXpR/gg SPA NA FROM SPAN CENTERMHOLE PORATE THUMBgAS SCREWOMAY B£C7l18"G '< n FORHAX.SPANWHEN. M79 BOTTOMOF.SHUTTER• USING 4Qa,4abORAOC t-� o ffigIVING MOLE SHALT BE 3O -/'� 8"MAX WIDTH,UP 1J � a3 �" HEIGHT. 3p I ENO STRIP SCHODULE. � � USE APPR40PMATE 17') 6? r STARTER STRI 0— PR4Ht Q COSUREEDmOFOR--ON 9rFASTENTaTARTER— --a S�.INSIDE) . TRIP I"TRACK W/ 1"'�� a�gAT CDRNERCREWSMC� p 82- �I --� ALTERNATE END STRIP�7T 7VDETAIL (HAND-TIGHTEN ONLY). ffi 1,�" 4S 63" .SCALE.3"-1'-e0^ ANY TRACK W/SCREW BOSSES. ANGLE 8 1 Q SILL LR= S YO.1251 S O EXISTING GLASS o 0 Z ANGLE Q €13 N INSIDE qp � US 1)BRASS PUSH LOCK ' I USE t1 BRASS PUSH o i O THR�EgEO ' ..r LOCK�R 11A 5116T48 _('0 13 2A4• 73 a5' y N� I AT163-PAN { SILL o $ TT UMB 5 EW EN Ory /-�% T gg q 1 '-- t READEO INSTpR `� ANGLE BO �OM OF SHUTTER .! g AN FROM 8071 OMr0 HOq��UEETSHALLLEgCEiVgIBG„ (OUTSIDE a HAGyWT,IDT f1,UP TO 1" 3 " .�, ——— — TOR GREATER SPANS OR l8AD3 0 R 3 TYPICAL OUTSIDE CORNER CLOSURE -- THAN SROWN IN END STRIP SCHEDULE,END STRIPS IPEQUIR!A --- - C� -DETAILS_WOJCORNER POST _ - I.WUSINANY 31 13 \00/ 3 3 3o wPauclatR4ticL9ENRrPaDPs --- \ NTS -- -- -- 13 .._. ---- ARCNORSCHEDME&*JAzNBTER 3i 15 { ----SCREw.aavi•meDiTTaexO OUTSIDE 15-233 SILL STRIP. - --- USE-IU BOX-LOCK-AT-1[3— scntE: - _ SPAN TO 2/3 SPAN FROM pAGR DESCRTPT.nN, BOTTOM OF SHUTTER CG2 TYPICAL INSIDE CORNER CLOSURE MULTIPLE SHUTTER ASSEMBLY l 3 D7SAIL5 WOJCORNER.POST SCALE.3"-T-O" l/ttiilN ��//YY 2 FASTENERS ALUM, TUBE6063 TS ALLOY EACH ANGLE SEE]'A8 A FOR SIZE. '� ` RE ERENC4E ANCHOR XISTING �•" �O,i 1 SCHEDULE FOR MAX. STRUCTURE - 1"%2"X 1/ti" SPACIN / 1/4-20 MACHINE SOLS Cl CONNECTION TYPE --Z OR 2"x 2"x il8" W/NUT(o)12"O.C.OIC 7k' ALUM.ANGLE ° 1 REFERENCE ANCHOR #T4 SMS @ 6"Q.C. SCHEDULE FOR MAX, ,.13:• OF THREE 3/16'0 ° T3 } SPACING-- (TYP.TOP L BOTTOMI;y„Q, •9 ALUM, '. ¢O Cc m",`Sfi4 POP RIVETS ° 17 ALTERNATE THRU BOLT f , A �. OR 3J16"0 ALUM.POP Cl CONNECTION TYPE I~i1 OR 1y f fat E THREE#12 SMS, ( REFERENCE ANCHOR p- (&)O xi L O Tvo 17 RlV£T OR#12 SMS SCHEDULE FOR MAX. p YYQR TABLEA(=3) @ te-D.C.trvP,7 �„ SPACING FDR p (� j23 3+ PRESSURE V$ALLOWABLE LENGTH I m u m w $U 5 Now x318' 3SCt 8118, MAY USE MALE OR 2: 8/1OU 0 FEMALE LOCK-SLATI F 1. h F H 4 13 ? 2 tl ZPSF SS FOR 62 Iib' 188° 13 = atLu � ` OR QOOR A X IL r7 u 7z ua n9 CC3 TYPICAL CORNER CLOSURE DETAILS. ��\ a W FQ w m 82 119` !7P N75 TABLE C. vvv ,r� \ E F O d` K 92 114' 165' ALLOWADLE SPAN A '~ _ 1/��1C,," 6 R E FOA = M lID 104' 147' TABLE B(CC4) ALTERNATE THRU BOLT..- BUILDOUT HoUi1T US r'� 1yy OR PRESSURE VS ALLOWABLE t)2fG7H CS CONNECTION TYPE (DETAILF) La N $0 9r 131' REFERENCE ANCHOR Max MAX w o h 2q¢•xUg• SCHEDULE FOR MAX, SHUTTER DMGN 88° 114' p WISH 6/O W17H Bj0 Cl CONNECTION TYP �1/�4�7AX. ROM PIN SPAN PRESSURE REFERENCE ANCHOR. 1" DGUIE TO BUSHING !IIra�^•.'��'w W lrv. +/-3o 62 113- 16G .1-30.1 PSF. SCHEDULE FOR MAX. I�-1� WAS (TYP.7 ' 72 107' 15r, 1211N. +/-31.i PSF az 10r 14r 1181N. +j.•31.9PSF R--_J 1/ 14x3/4"SMS @ 9"D.C. ya g$ 1151N. +/-32,7 PSF ANGLE TO TUBE CONNECTION m 92 95' t39' •TITIN. +•33.6 PSF 102 90• Or t EXISTING -•'" 125" 310 W. +/-342 PSF LL Szr 1071N. 1a5aPSF CONCRETE, EMBED. 6053�T6 ALUM,TUBE W x 350 — -' ----- -- -305.IN. +/-35.9 PSL BLOCK OR 5 CONNECTION TYPE 8 a 74` 109' _WOOD FRAMING f "4 103IN. +/-36SP5F—" —•- _ .REFERENCE ANCHOR r aa• SCHEDULE FOR-MAX.— v fSSETAEN /2-Mlk.�FpOR-WNCRET .. 1011N. +/-373P$F SPACING - BLOCK AF70 3/4'MIN: 991N. +I-3EOPSF + " E R RwooQ 991N. +/-39,6 PSF Cb ,ALTERNATE BUILD Oi�T-MOUNT-SECTION STENER W IS-O.C. 42 tN. SCALE,3"-T'-0" r` E ANY ANCHOR SHOWN $91N. ./-42.3 PS ik INANCHOR SCHEDULE). 861N. *7.4 PSF y4 911N. *7-4-5APSF 8181. +/-46SPSF ACCORDION SHUTTER 78 IN 1483 PSF PER PRODUCT APPROVAL 3 761N. +/49S PSF /- 74(M. +/509 PSF j "x72IN. +1.513 PSF 3116 RIVET OR 012 6063-T6 - APPllL—lE AT TOPSMS @ 1B"O.C. OR 70 itt. +/339 PSF ANQ/ORq_. isms a NUT S BOL 1 .TUBE TYP. ��tTYPa. 3/16"O ALUM.POP � 6e w. +/•$$A PSF' _oIb661N. +1320 PSF ¢ALUl.L TUBE RIVET OR 012 SMS0 Fxi 8085-T8 ALt.OY @t t8"O.t.(TYP.7 FOR F•-�mSEE T9HI,E.fl x 1/B" F i tt 112 FASTENERSINUOUS 1•' x o FOR S1XE "'11`" 4 3 a 1611 2"x3'xl"j"xEACH AN' NUM ANGLE 2.175'1"x 2"x.093" AL ANGLEINSID TBUy cam CQNTINUOUS OR 2`x-76 ALUM. THREE 3/16'd ALUM. ATION TVP. 17 O1A55 X om 2'x 3'e'x CANTINUOUSANGLE,TYP o POP RIVETS OROR 000 q {< 6061-TS ALUMINUM }' 17 THREE 012 SMS,TYP. TO O.ASS = u 0•r ANGLE 0 0 'x 2"x if8" U w °MIN.THICK.6061-T6OR2x 2'x 1/8` ANGLE FA57ENID TOM TRACK FASTENED'13 ALUM.ANOLE' ANGLE WITH 1/4-10 AEI(ISTING 3 KSICNiNE SCREWS AT3"USE MALE OR FEMALE CONCRETE MOSTM.NOSAND9. DOPE.LOCK-SLATI C4 CONNECTION TYP£ STRUCTURE WIR1- -- — SOiEOULE FORCMAX. }r4'0 Et0 UtTRACONS THE BALANCE15-2338 PACING,- AT3°FROM ENDS ANDISTING CONCRETE SCALE: #tt x tl7"GALVANIZED {OUTSIDE) 4"O.a FOR SALANCE-- ..—HOST_STRUCIURE(3000 PAGE DESCRIPTION. '- OR S.S.SMS,3/16"W ALUM. WITH 1>i'MIN PSI MIN) _.---- . CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-24 SIDE CLOSURE OPTIONS EMBEDMENT AND 2 ' SEE TABLE C FOR MAX SPAN AND PRESSURES of NTS MACHINE BOLT b NUT' SCALE,3":V-0" EXISTING CONCRETE, MIN EDGE DISTANCE, m (�A 18"0 C, BLOCK,OR•WOOD FRAMING'. STAGGERED WITH 3' MIN.SPACING,TYP.� BUILDOUT MOUNT (/(�-•�� g EE INSIDE SILL MOUNT SECTION. OF SCALE.HTS {O) SCALE, CS CONNECTION TYPE Nw NO REFERENCE ANCHOR /.--EXISTING STRUCTURE 2 rw Am SCHEDULE FOR MAX, 0 EMPAI SPACING FOR&ML 000. S"MAX, 1/4-20 MACHINE SjT A 0: >. GLASS TAW Cl CONNECTION TYPE W/NUT @ 12-D.C. GLASS0 O:w J M REFERENCE ANCHOR w OR DOOR FOR HWM w" -1 SCHEDULE FOR MAX #14.SMS @ 6-O.C.= OR DOOR SEE TABLE 4 1- 13 In cc �-'c TABLE 2 {TVP.TOP SOTT(j4L,'. FOR HVJZ 11 OF Z c: FOR UK 00 SEE TAU 2 W40 W& wl- w FOR 0. SWAIUMON Q _@� TO aim X Ln SWARAIM -20 THRU BOLT W1 To gASS #12 x 1/2"SMS IP W O.C, Z w w J�a:� ul << w D.C.OR OR 3/16"0 ALUM.POP z a - 0 LOCK NUT(P 12 to a.1- #12 x 1/2"SMS @ 12"O.C.E.S. ot-< RIVETS @ 6-O.C. OR 1/4-0 Lo &R'ty zl-P -D.C. 0: OR 3/16'0 ALUM.Po w= I ALUM.POP RIVETS 94 12 x RIVETS @3 6"O.C: E.S. _jz I-w ul OR 1/4"0 ALUM.POP RIVETS Lq @ AND FOR WL WIL 1--im >u. 12'D.C.E.S.- . ASSEMBLY 1/4'MAX.FROM PIN EMITU '-_'-,1--i. <1 1/4"MAX.,FRO,M PINN FAMnES mu Zo- "4"M' I rJ fi G T WASHER Ty'. k &� AND ASH tTYPJ z X3 Z.. WASHER(TYP.) 9 7 GLASS &FOR H%M S2 v)_j w uJ ry ASSEMBLY— 0 ,/2 2-TYP. EXISTING CONCRETE. CONNECTION TYPE OR DOOR SEE TA�RME 2 Oz F. RE � 5 BLOCK OR WOOD FRAMING EDGE FEAENCE'ANCHOR fat MIN. On. W—A — FOR MAX. _-C3 CONNECTION TYPE SCHEDULE IGLASS d OU 'REFERENCE ANCHOR SPACING AS SHOWN OGE SCHEDULE FOR MAX. CONNECTION TYPE IN DIAGRAM ON Pa.10) RE 0 ST. REFERENCE ANCHOR SPACING AS SHOWN SCHEDULE FOR MAX. 114LC LC3 CONNECTION TYPE IN DIAGRAM ON.PG.10) SPACING.ALT;FASTENER 0R 6 R REFERENCE ANCHOR EXISTING CONCRETE, LOCATION.FRONT AND w FROM PIN SCHEDULE FOR MAX. BLOCK OR WOOD FRAMI BACK ANCHORS NOT REd'O' SPACING.ALT.FASTENER HORWASHER(TYP.) WITH THIS LOCATION Cl CONNECTION TYPE GUIDE TO 8USHINU LOCATION.FRONT AND REFERENCE BACK ANCHORS NOT REQ'O INSIDE MOUNT SECTION CHEDUXF40_�-kk�. 1/1. FROM @ SSPACING PIN GUIDETO WITH THIS LOCATION SCALE,3"-l-0" CONNECTION TYPE BUSHINGASH LNSIDA M? TION REFERENCE ANCHOR SCHEDULE FOR MAX. I�p EXISTING CONCRETE, SPACING "52 'CA E O.�EC NOTti FOR DETAILS A.B,D ANO E ON 7HIS SHEET BLOCK OR WOOD.FRAMING EMBED. THE BASE TRACK MAY BE I T LLED IN SECTION WITH I GAPS, THAT EACH SECTION HAS BUILD O UT MOUNT SECTION A MINIMUM-0 - ETS- F_ RNO IS-A CO8 SCALE31.-0. EXISTING-CONCRETE.TyP.BOTTOM MINIII F 10 G.THE SL 0ILRAC "- MSED WITH THE BASE TR C ' US BE CONTINUOUS' BLOCK,OR WOOD FRAMING . 5 OYETFTHPSBETWEEN-SEDNS.--__,. xis 3: A E GE&S 02 CON EXISTING CONCRETE, 4 CONNECTION TYPE EMBE CONNECTION ON- Ir-BLOCK OR WOOD FRAMING 1.0 � ITYPE E EMBED. r----Cl C REFERENCE ANCHOR REFERENCE ANCHOR SCHEDULE FOR MAX. REFERENCE-ANCHOR CONNECTION TYPENECTSON • REFER SCHEDULE SPACING SCHEDULE FOR MAX. SP ACING CHEDULE FOR MAX. SPACING AS SHOWN G P4 IN DIAGRAM ON PG.10) Id 1/2" r; 1/2" tv 3 4 W 0 y.a )-w w GLASS uju OR DOOR I- M FOR w W V 1/2' w . 012 x 1/2"SMS @ Z. IT.I-wIN. X1.Zuw 13 h(A O.C.0R 3/16"0 ALUM. am, ww :-, POP RIVETS @ 6-O.C. V2 szo GLASS 0 u FOR Ox 0 OR 1/4-0 ALUM.POP cc R. DOOR ta :)i to"M RIVETS LPM 127 0. OIL Z GLASS w w 4 _@ 1 W20 OR DOOR— FOR— TO GLASS z 0, HvWAZ SEE 2 R-tin I- _7t 'wof< @ AND 1/4":MAX.FROM PIN 1/4-20 S.S.MACHINE 1,P2" GUIDE To BUSHING SCREW It,NUT(M OLM L vat 12"D.C. W 0 IN ASSEMBLY --P WASHER(TYP.) 0 1/4"MAX,FROM PI N CONNECTION TYPE 17 1/2" ETUB 5 REFERENCE ANCHOR 91 x WASHER ITYP.) DG SCHEDULE FOR MAX. 5 EXISTING CONCRETE, I?IST. FMLEVNAFb6P4' E SPACING AS SHOWN Coll — BLOCK OR WOOD EXISTING CONCRE L-C4 CONNECTION TYPE IN DIAGRAM ON PG.10) REFESNim •15-2338 FRAMING—_BLOCK-OR-WQQp FRAMING WOOD _REFERENCE ANCHOR FOR MAX. OR #12 X 1/2"SMS P 12" SCHEDULE FOR"MAX;­—­ _SPACING Me: 3"x 3'x 1/4"CONT. CONNECTION TYPE FASTENER PAGE DESCRPTION2 6063-T6 ALUM.ANGLE .REFERENCE ANCHOR D.C.OR V16*0 ALUM. SPACING,ALT. EXISTING FOR MAX POP RIVETS 0)6-D.C. LOCATION.FRONT'AND BLOCK OR WOOD FRAMING (MAY BE REVERSED SPACING BACK ANCHORS NOT REQ*D AS SHOWN DASHED) OR'1/4'FO ALUM,P WITH TMiS'LOCATION RIVETS IVETS @x 12--O.C. CEILING / INSIDE MOUNT SECTION WALL OUT WALL MOUNT SECTION ' — k ' 10 SCALE 3".T-0" SCALE.3"-V-0" SCALE,3".l'-0" FOR ASi1,�ESSENnAL A a++ L73Cary p/O,/ h 11211, SEE TAME 4& u EXISTING 1/4-20 h FOR HNFL SEE TABLE 2 z U'! 'S7RUCTVRE ALT.LEG DIRECTION MACHINE GLASS Not SEPARABON TO -U , OR �� 3 p 0 N (2)6063-7'6 ALUMINUM BOLT W1NUT _ ABEM z DOOR { "OX OR mc X 12 m u NGLES PER ASIZE PER SPAN TUBE END, �4 x 3/4" I"u m a 114"91 ALL i SCHEDULE SMS 6"D.C.' SPAN TUBE SCHEDULE F iiF i-Q z Q POINTS SOLID 1V 5i o SET ANCHORS SPAN TUBE NUMBER OF S W d -� WITH 7/8"MIN, PER DESIGN ALLOVMLETU13E NUMBEROF ANCHORSPER MINIMUMAN ,. ,• ^`� N w H z EMBEDMENT IN TIME SHUTTER SPAN THRU-BOLTS ANGLE LENGTH y� X L? CONCRETE OR ACCESS MOLE SCHEDULE SIZE SPAN i fi�ha i 'm f- w BLOCK,3"MIN ,'„ 70P BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM / W SPACING AND ' ,,,, TUBE TUBE TUBE 'TUBE TUBE TUBE TUBE TUBE 11L4 1 w a 3"MIN EDGE. ui ep• 123.8• 138.2• 2 2 2 3 •4' 7. (' .> j X DISTANCE. z,� t7 _ -�y Y F O O 2'x6"„ 98' ttlt.T •109,8' 2 2 3 9 7" T 19 d W l2 "- 112V 123' 89.9' 94,4' 2 2 3 3 T 7• � L m$w$Q$ - 3'MIN. ?• 1416 05m: 60' 129.1• 167.0' 2 2 2 3 4• T N.7 N D 7 m ED:.DIST. w at Yk9'k A _ FOR ACN.ESSFNnAL FAOU11E5 t3 u U4 a 98• 1t4.3' t2d.P 2 2 3 3 P T `"w /2" i A SFE TAB.E 4 h FOR HYtIZ SEE Q z at2b' 123' 102.8' 109.8• 2 2 4 � 4 10• 10' x"+ a - 1t4"MAX.FROM PIN GUFD£ TARE uIN.SEP W Q w 80', 138.9• 198.8' 2 2 3 3 T' 7' U1 w 3 YYg TO BUSHING WASHER(TYP.) GLASS O NNJ 2.k0'St' O 4 OR DOOR , m 98• 1227' 166.7'# • 2 2 3 4 T IV ,p�.� ` ( TWO 1/4"0 W000 0.126• "+ y8$q LAG SCREWS 24" 114"H THRU BOLTS 12e 115A 1370 2 a 4 b 10' @ SEE BEAM N SO" ibe.t' 240.0' 2 2 3 4 T 10' D.C.MAX,WITH 2" 3"MIN. SCHEDULE FOR 21" 2�10Y 98' 140b• MV 2 THREADED PENETRATIONW 0.t67b" a T"INTO CENTER OF STUDS ED.DIST. EQ UIRE 5 1MBERS13; 123' 1327' 203.1' 3 4' 5 7 13" IV VI n 14 SMS W MIDSPAN BETWEEN 14 it4'MAX.FROM PIN DUID SPAN TUBE SCHEDULE N_OTes1 M EMB."T' S > p '(y'p7 x x X "ANGLES FOR 2'x5`&2`x6`BEAMS. STUDS FOR TRACK TO i"x 4" 1/4'0 AtL 2. USE 2'x5'XS 4'ANGLES FOR 2'x8'&2'x10"BEAMS. PLYWOOD'& TUBE CONNECTION POINTS SOLID m ,'„ 3. USE BE1tM SCHEDULE FOR DETAIL I. T � STUCCO FINISH i"x 4"x.12 SET ANCHORS ? SPAN TUBE PER DESIGN 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN SI 6063-7'6 ALUM.TUBE WITH 7I8"MIN. SCHEDULE .COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED �$§ EMBEDMENTI N TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. THIS DETAIL TO BE USED WHEN STUD SPAGNG CONCRETE OR 1/4-20 MACHINE BOLT S. SPAN TUBES MAY BE USED IN A KID-SPAN CONDITION WITH 91 ��n EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. SPACING ANQ 3" 121 6463"76 ALUMINUM W/NUT Q i2"O.0 TUBES SHALLSHUTTERS P HAVE 70ANNING P8Ey1MLiM VE AND TATIONS(INCLUDILOW THE SIAM.NG SPANS, I avn d M MIN EDGE ANGLES PER BEAM ENO, OR 1114 x 3/4'•SMS @ ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTERSPAN TAKEN WAL-L--MOUN-T-_SECTION�_THISDETAIL MAY DISTANCE. - - SIIZIEEpERESPANTUeE 6"D.C. AS THE SUM OFTHESPANS A80YEAND BELOW THE BEAM. ALSO BE USED 6. LAP BEAMS ARE NOTALIAWT�. 5CAlE:3"=1'-0" EXISTING - ACCESS HOLE AT TOP. STRUCTURE ALT.LEG DIRECTION -- _ __ T. ALLBEAMS AND ANGLES 70 BE 6063-7'6 ALUMINUM, — —` EMBED. 5• AX:DESIGNa.AAD_n:Zp PSF 3"s a.. BEAM SPAN SECTION — -GLASS o SCALE:3".1'-0" )i FOR 6VLZMIII& OR DOOR ('gM SEE TABLE 42 13 n �* 'FOR HNt2 SEE TABLE w 8 EXISTING WOODD �. FOR UW.SEPARATION TO y TRUSS OR RAFTER 1/2 3" tt2" m . d MASS £ < @ 24"MAX.O.C. / i \ W, EXISTING FINISH MATERIAL 3/4'MAX.FROM PIN GUIDE TO BUSHING WASHER(TYP.) 1"x 4"x 1/8"6063-T6 mw gg f 1 t6 ALUM.TUBE W/THREE TILE(TYP.) 1/4"H WOOD LAG t w FINISH MATERIAL SCREWS'WITH 2-3/4" 31V PLYWOOD MINIMUM THREADED T �-,,,�•"'` � AS!SIC¢ •�� PENETR."T"IN WOOD @ 114"�A325 GRADE THRU BOLT @ 7"O.C. .+ $ t EACH RAFTER OF TRUS OR 5/16"0A325 GRADE THRU BOLT @ 12"D.C. O.C.MAX.WHERE 6 GALV.OR S.S. 24" S aTUBE EXTENDS BEYOND `: r3 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THA 2 6", EXTEND TUBE TO w 2"x 5"x ANGLE 6063-T6/THREE�. 5"D.C.W/1-tt4"MIN.EMB, NEXT TRUSS. w w -1�++ ALUM.ANGLE WJ THREE fe . OR I/4"a•LAG SCREW @ 9"0,C..W/1-7/8" F w 7 7 1/4"0 W00p LAG d ,8 MIN.EMS. IN WOOD SGs0.42.TO 0.55. 1 �,�'" r M w a SCREWS WITH 2-3/4" CoPM BFRWLlUKk90P.E _ 1/4-20 S.S.MACHINE SCREW 21 13 �Y MINIMUM THREADED EXISTING CONCRETti, -�--"- 12"D.C.-IN BETWEEN TRUSSES h1-o �" PENETR."T"IN WOOD @ 15-2338 HOLLOW BLOCK OR '0" WITH tt2"'6 ACCESS HOLE ON ,t2 ••t 2'x S"x 1/8"CONT, -- - BACKSIDE OF--TUaE_OR_40 4 SMS X z a z m EACH RAFTER OF TRUSS, sfALEe " WOOD FRAMING.SEE ALUM.ANGLE(6063-76I @ 6"O.C.MAX,IN BETWEEN <w a-Q H-..._ 24"O.C.MAX.WHERE PLCe oBsca3Pnom ON TYPE OF STRUCTURE a "�— w ANGLE E3CTEN05"BEYOND ® Q LAST TRUSS MORE THAN (MAX,DES6", EXTEND ANGLE TO DESIGN LOAD t 72 P.S,F,) PASS THRU DETAIL sNEXT TRUSS, _ IMAX.DESIGN Lono t 72 P .F.) , TRUSS MOUNT SECTION (0 GSCALE,3'.1'-0" (K� SCALE,3''.1'-0" GLASS OR .. `�e�`�`` DOOR 2"FCR AM n.. TABLE GLASS OR z GLASS OR I 1 ' S DOOR 2:)^ DOOR m TABLE 2 FOR NOL X w. 1 1 S --- FOR a°• FOft . . a SJ'NU1fOV 70 mm w=' --- --- --- -ox EMEHE wrz w ao ''m 1 ,•4S EAMMES I"Qm wI—j �yZl m f 7 "� \ StTA ,SQM 0 1 In is X uwi'a MA�ro = f 73 w-u¢ 4"MIN. m Q' a a� l000 ixz w'i" j ,9 m F'm ,3 W ml x CI CONNECTION TYPE RR pp Hjf R M a to W, °v< PAR�UAL ELEiIO�UNIED fC > u -i a u REFERENCE ANCHOR 4 VOi z m x 20 = urn SCHEDULE FOR SCALE 3'- V-0' w Lo) 28 <C SPACING ) ,.250 W .. .250 2s0 w �' -:;t j /4"0 TAPCON 9 24" -C6 CONNEC7tON TYPE' w g tw w O.G��yy1TH,-7/4 MIN. REFERENCE ANCHOR t7 B� ew•• '� EMBEO. SCHEDULE FOR MAX, a ,x D SPACING w x < EXISTING CONCRETE OR / EXISTING BLOCK ONLY.WOOD STRUCTURE g" FRAMING&WOOD ANCHORS ,qOT ACCEPTABLE EXISTING HOSTSTRUCTURE W WALL MOUNT SILL DETAI LEXISTING FINISH O m \ O PIATERtAL E ,!4"MAX FROM ptN \ - SCALE,3"=,'-0" w iDE 70 BUS iNG K DIST. \ IN)DECORATIVE FLOOR TRACK DETAIL &FOCUT IN 4-INTERVALS ?`..ti• •,n- WASHER(TYP.) P �I \ \:.J/ SCALE 3"=t'-0" DETAIL U FOR ADDITIONAL N RECESS SILL DETAILTO SCALE,3".,'-0" \ INFO). TYY TOP&BOTTOM. ,� o M FASTENER(uT EACH 4"CU7 a a S !� a A SEE ANCH( SCHEDULE BASED � ( — - e $ vg f/4"MAX. ERCOONwm�W.VIFYANHRPACNGGUIOSER — - IS ACCEPTABLE � 't BUSHING- -- f ITYP,) gg3u�j 1/4"MAX FROM PIN GUIDE 'uc k TYP.80TTOM B 1/2" TO BUSHING WASHER ITY P. F TUTx ! OLT SRCURWNUT MACHINE-O.C. ,4 CUT AT INTERVALS s T , - MA)TERtAL�NISH ORM CURVE ISEE OETAIL l.Y�) I CONNECTION TYPE .REFERENCE ANCHOR - SCHEDULE FOR MAX. ig t^xt"%VB"a,^x2•'tct/0" SPACING(FASTENER PJ p EACH 4"PIECE 5 M 6063-76 ALUM.A GLE CUT TO '1"x1"xi/B"b t"x "x1/0" ,p6�` OF TTCUT q ��QQRpYIOE st7P o T 6Cp6 -Hrs NawPMq.ANGLE CUp7 7q0 (p)CURVED TRACK SECTION DETAIL 8 FRONT AND PROVIDE RE�Q�S QF jCT StIP1TTE°V XTRUSION5T tiJ SCALE,3".T-0" �F�QNTINU�US RRgINFORCEMENT �4t FRNONTTTOPEXTpKa�ONES£ rr' PZ `n IS NOT REQUIRED. ,S°N��NREusIREEp °RC€HENT `4 In �� 19 l7Q oo n . B- CONOITION�tiles OF TWO PER. B' APPROVEDr , e SPIIpECCAPPCRRE��. gqgy'E M Ipo° ,MIINNVED T.0FITWO PER Rm cLenFuaOOP,E gCEFATNERS PER CUT°F --- "'---PI5PACF STENHERS PER cur°F ----- _IER AND 25-233$ 7 O sentry PIECEPacrorscaxnr:ant Pi TYP. SECTION FOR SHUTTERS P2 TYP. ALTERNATE SECTION FOR SHUTTERS SCALE 3'. 1=0' OSCALE;3 8 ANCHOR SCHEDULE: CONCRETE4 P.E TOP FLANGE 2 XS S6fA OUTSIDE ,L,+`� A9�'•, 2.5"MIN EDGE DISTANCE SECTION{SE£SPACING 4 AlSOans U0 To 818" SOans U0 7013 0" X �U.. 1C: Y- LOAD CONN TYPE CONN TYPE O •1' J U=1 ANCHOR.. _ (OSD Cl C2 CS C4 'CSI C5 CI C2 'C3 co GS G6' Cl G2 tl 04 CS I C6 48 16.0"16. 16.0"16.0-116.0"116,0"16,0"16.0 14,5 10.0 16.0 13.0"15.5'16.0^ 6.5" 6.0• 9.51,19.0" O O O 7• `Iw-ll W_TAPCON-OR.ELCO'.Y ' Ul7RACON WITH i-3l4' 16.4"26.0"_12.5"12.0"26,0:14S"16,0 16.Q. 8.0 7.0 13.0 10.0 31.0"10.0" 5.0" 4.0" 6.0" LO° 5'TYP. 3 OR 4 HEADER/SILL • A '�`+^ EMBED(3192Ps1 MIN CONC) =.727 6.0: 6' 0.0 .5"" 6:0: .5"15.5'15,0" 6.5" 6,0 9.S' 9.0" 9.0" 8A' 4.D"' S.0" 6.0" 1 x 5{�y INSIDEj,���` �1� 21 14.5'X4 6.0" 5.5" 8.S S.S" 9.D" 7.5" 4,0" 4.5' 6.0" 7.5° W14.S" 9.511 S;0" BOT.FLANGE ANCHOR SEE SPACING SECTION ) g `: 200 7.5" 6.0" S.0" 7,5" 6.0" S.0" 7.5" S.0" 114'MttLENIUM MILtfAST 48 m-W,15.0"16.0"16.0"16.0"16,0"16.0"16.0"SSA"1b.5"16.0"34.0"14.5" 0" 9.5" SIDE CLOSEST 70 OWITH1-3/4"EMBED(32751x1 62 16.0"16.0"13,0"12.0"16,0"15.5'16.0"16.0" 8.6` 12.0"12.0"10.0" " 7.5"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" 9.5" 8,5' 5" 6,5" NOTEi "S"INDICATES,ANCHOR SCHEDULE SPACiNG� >U8110 13.0"13.0" 6.0" S.s" B.a" 9.0^ B.a" 7.0" a.a" as" 6.4 6.5' s.s" SPACING DIAGRAM FOR C1 CONNECTION TYPE:200 6.5" 5.5" 5.5 6.5 5. . 6.5' 5.5" -Cl CONNECTION TYPE USING PIECE Q OR G) +L+m $ 1/4'ELCO CRETEFLEX SS4 48 16.0"1160'16.0"26A"16,0"16.0"16.0 16.4 36.4 15.4 36.4 16.0"16.0"15.0"10.0" Sr 12,S"14.0" - wr 3 W/2'EMBED(3350psi MIN 62 01111�6§;';16,0"16.0"16.0"16.0"16,0"16.0"12.0"10.5'X6.0 16.0"34.5'13.5" 7.0" 6,5^ 8.0•' 11.0"CONC) 72 15.5'24S"16.0"X6.0"16.W'16.6"10.0" 8.5" 22.5'24.032.010.56.D5.06S" 9,5" 7 / 8 COMBINATION 9.0" 0.0" 11,S"13.012,014.q6,05.0: 6,04.0f0. . . . . 2 S P i / 1 COMBINATION SA" 4.0" 5.0 8.0" 50.0" 8.0" S.4" 4.0" S9" 8.0 SOA" 8.0 5.0 4.0 5.0" 8.0" 9 / 0 COMBINATION .�+0 .X^MIN EDGE DISTANCE a 1/4'ITW TAPCON OR EtCO Cl 1 C2 1 C3 C4 I CS CS I Cl I C2 G3 C4 CS C6 IX 1 C2O C4 CS C6 O ,. ULTRACON WITH 1-3/4" 48 16.p"16.0" 7.5•' 7.S^ 16.0" 7.5-116.0"16.0" S.0" 4.5" 16.0" 5.5" 25.0"14.n •' 95" EMBED{3592p,1 MIN GONCJ 52 26.0"26.0" SS" S.S' 16.0" 6.0" 16.0"16.0" 12.5" 4.0" 10.5" 6.0" BED(31920M MIN CONC) rn >i 72 16.0"15.0" 4.5" 4.5" 26.0" 5,0" iS.O"355" 9.5" 9.0" 4.5' x 5 .) 1 x 5 TYP fi 220 14.0"14,0" 0.5" 8.5" 7:5' 4.5" 7,0" 200 7.0" 6.0" 7.0' 6.0" 7.0" iL NOTE, "S"INDICATES ANCHOR SCHEDULE SPACING. M P 1/4"MILLENiUM MILLFAST 48 26.0"'16.0"13.0"]3.0"16,0"13S"16.C'16.0" 8.0" 7.5" IG.0" 9.5" 2L5" W_ $ Cf WITH 1.3f4'EMSED(3275PS1 62 S6.a"16:0" 9,b" B.5` 16.0"105"14.4"1S.0" ss" s.o" 9.5' 7.s" B.0" 4.s^ s.a" SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: MIN CONCRETE) 72 16.0"16.0" 7.5" 7.0" 16.0" 9'S" 11.5"11.5" 4S" d,0" 7.0" 6.5" 6.5" 4.5" 0: A - C3 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE . (( . 120 10.5"10.5" 4S" dA" 6.0" 6.0" 6.S" 5S" 4,0" 5.5' ANCHORS ONLY } .y ap M ,b 200 5.5' 45" S.5' 4,5•' S.5" -CUTCONNECTION TYPE USING PIECE(!�OR ©WITH �, d OUTSfDE ANCHORS ONLY off,- a 1/4'ALL-POINTS SOLID-SET id/4^MSN EDGE DISTANCE Z O - -CI- CI_ C3.- C4 CS C6 Cl C2 C3 CA CS C6 IX C3 m C5 ANCHOR NOTES: u ANCHOR W/710'EMBED B. 314-20 SS MACHINE SCREW kd 16.0"ISA" 4.S' 9.5 36.0 Xa.4"15.0"15.0" 6A 3.5" 36:0" 7.0"-X0.5'- 5"_ 6.5" 4.5.' X. SPANS AND tAAAS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING --'(30a0psIMIN£ONG) " 6,0" 7.0" 6.S" 16.0" 8.0' ]3.5"1k.5" 4S^ 4.0" 9.0" 5.5" 7.5" 4.0" 3.5" ONLY.ALLOWABLE STORM SHUTTER PANS FOR SPECIFIC LO MUST BE -. Rrll6.0"16.0" SS" 5.5" 16.0"70 ]D:5"lt`O" 33 S"- .6.0' 3.03.0LIMITED TO THOSE SHOWNIN TABLE 1OR3ASAPPLICABLE(Pg 1).0"10.0" 3S" 3.0" fi.0" 4.5" 6.0" 5,0' 3.6 3.4 5.0" 4.0" 5.0" 4.0 5.0" 2.. ENTER ANCHOR SCHEDULE BASE6oN-HE EXISTING-STRUCTUREMATERIALUR-- ANCHOR S 3"MIN EDGE DISTANCE ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GAEATE0.THAN OR 1/4'ALL-POINTS SOLID-SET EQUAL TO.NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER ' ANCHOR W/7/6'EMBED& Cl C2 C3 04 CS C6 Cl C2 C3 CA CS C6 Cl C2 C3 C4 CS C6 THAN OR EQUAL TO SHUTTER SPAN. 114.20 SS MACHINE SCREW 48 16.0"36.0"X6.0"16,0"16,0"36.0"16.0"16.0"14.4"23A"16.0"16,Q"16.0':16,0" 0.5" 7.5" Xl.Q"k2.o" 3. SEE MOUNTING SECTION DETAILS FOA IDENTIFICATION OF CONNECTION TYPE (3000pst MIN CONC) L712 16.0"]6.p"'16.0"15.0"16.0"16.0"16.0"16,0"10,0" 9,0" 15.0"33.5"12.5'•SIS" 6.0 5.5" 7.0" 9.0" F x6,0"16.0"13.0"32.0"16.0"56.0"X6.0"16.0" BS" 7,5" 11.0"S2A"XQ.S'4.0" 5.6" 4.S" 5,5" 8.0" 4, EXISTING STRUCTUREMAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 16.0"36.0" 8.q" 7.0" 10,0"12,0"10.5" 9.0 5.0 4,S' S.5" B.0" B.5" 7.0" 4.0' 3.5" 4.5" 6.5" BLOCK OR WOOD FRAMING,REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHORTYPE BASED ON TYPE OF EXISTING STRUCRIRE AND APPROPRIATE S.V 7.4" a.0" 3S" 4,5" 6,5" 8S" 7.0" 4.0' 3.5" 'kS" 6.5" 0.5" 7.0" 4A" 3.5" 4S" 6.5" CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4"POWERS SS'DROP•IN 2.S/8"MIN EDGE DISTANCE CONNECTION TYPE. W/1/4-20 SS BOLT AND C2 I C2 I C3 I C4 I C5 1 C6 1 IX 1 C2 1 C3 L C4 1 CS IC6 IX C2 L3 C4 CS C6 S. ALL CONCRETE ANCHORS SMALL BE INSTALLED TO NON-CRACKED CONCRETE 1'EMBED(3000pxi MIN 48 16.0"16.0"16.0^16.0"lb,b"16.0^16,0"16.0"10.0" 9.S'136.U-113.0"12.0"SZS" 6.6 S.5" 7.5 4.0" ONLY. CONC) 62 16.0"16.0"12.8"11.0"16A•'14.5"15.0"18.0" 7S" 6.5" I0.0"10,5" 8,5" 8.0" 7.0" c E 5,' THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 9 € .91= � 72 16.0"36.0" 9.5" 9A" 16,0"12S"12,0"32.5" 6.0 5.5^ 7.5 9.0 7.Q" 6.0 6.0 IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT Q d eA 120 11.0"11.0" 55" s,b" 6.5" e.5" La^ 6.0" 6.0" S.5" 5.0" LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 5 ' 200 S.5" S.0"" 5.L" 5.0" 5.5" 5.0" F1NfSHES. G99 114°POWERS SS DROP-IN 3-1/2"MIN EDGE DISTANCE 7, WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS o SI 57 5! B m W/1/4-20 SS BOLTAND Cl C2 C3 C4 CS CS Cl IX C3 Ch CS' C5 Li C2 C3 ' G6 VARY,FIELD VERIFY THAT FASTENERS ARE INTO TIDETOpC WOOD FRAMING I-EMBED(3oo0psl MIN 48 16.0"16.0"16.0"16.0"16.0"16.0"36.0"16.0"11.0"10.0"16.0"14.0"13.0"13.0" 6.S' S.5" 8.0^ 9.5'• MEMBERS NO7 PLYWOOD.FASTENING TO PLYWOOD TS ACCEPTABLE ONLY FOR x$ CONC) 62 16.0"16.0" 7,0" 10.5"12.,0" 9A" B.6^ 5.4" 5.0'• 7,5" SIDE CLOSURE PIECES. k8g$ •� 72 16.0"16.0"lo,$" 9.S" 16.0"13.5"27.0"13.0" 6.5" S.5" &o" 9.5" 7.5" 6.S' 6.S' 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER ndf5 130 12.0-111.5-16.0" 5.5" T.0' 9.0" LS" 64" 6S"- 6.0" 5.0" 5.S' SHALL BE LOCATED/N CENTER OF NOMINAL 2'X 4'(MIN.)WOOD STUD.3/4' u i0p 6.0" S.0" S.S" 6,0" S,o" 5.5" 6.0" S.0" SS„ EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. lAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. qg g$a $ 2"MIN EDGE DISTANCE 3 D AR 012 SMS w/2'EYEWALL . MACHINE SCREWS SHALL HAVE MINIMUM OF 3/2"ENGAGEMENT OF THREADS IN ClIX C2 C3 CA CS C6 Cl C2 C3 C9 GS C6 ClCS a C3 C4 c5 C6 BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER �PYAIGB[fPAVILILW/R00P.E ARMOR INSERT W/2'EMBED 48 1&0"1160113.0"113.0-16.0111124"116.0"115,011 8.0" 7.5' 16.0" 9.5" 14411S.0" 5.0" 44" 9.0^ 6.5" HEAD(SIDEWALK BOLT),U.O.N. 15-2338(2000p,1 MIN CpNC)_. - 62 16.0"116.0'19.5" -9:q" 16;0"SOS"25:0"26:0"- 6.0"--5.5"--11.5"J.5" 10.5" 9.5" 3.S"' 3.5" SS" 5.0" - �_ 72 16.0"116.0"180' 7.5" 16.0"19.5"114.5"113.0" S.0" 4.5" 9.0" 6.5" B.5" 7.5" 3,0•' 4.5" A. '®�DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, stmie, - ii0 135"13.S" 4S' 4.0^ 6.0" 6.0" 8.5" 7.0• 3A" 4S" 4.0" 7A•'. 55" 3.5" 3.5" • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW,;- -- Is DESCRIPTION__ 200 7.0" 5.5" 3.S" 3,5' 7,0" 5.5" 3,5" 3.5' 7.0" 5.S' 3.5' 3.5" NUT OR WASHER WtNGNUT. - 022 SMS W/'2.75"EYEWALL 48 16.0"16.0"16,0"15.0"36.0"16.0"16.D"16.0"Si.S"21.4"26.0"24.6"16.0"15.4" 7.4" 5.5" 11.5' 9.5" Pi- gggg 30. MINIMUM CONCRETE STRENGTHS AREAS INDICATED IN ANCHOR SCHEDULE. 9Y p ARMOR INSERT W/2.5" 62 16.0"16.0"13.5"13.0"is'V Ms.,16,0"16,0" 0.5" 0,0" 36.0"11.0"13.5"12.0" 5.5" 4.5" 7.5° 7.5" EMBED(2o00psi MI GONC) 72 16,0"16.0"Si.O"30S"15.0"13S"1&01160' 7.0" 6,5" 21.5' 4S" 11.4" 9,5" 44" 4,0" 6A" 6.4" IL WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO /� 120 16.0"1.5- 6.S" 6.0" 10.5' 9.0" 11.0" 9,5" 4.5' 4.0" S.5" 6.0" 9.0' 7.5" 3.5" 3.0" 4.5" 5.0:: .0 '• DRILL INTO HOLLOW BLOCK NOR SHOOLD IMPACT DRILLS BE USED TO INSTALL 1(}I" - .CONCRETE SCREWS TO HOLLOW BLOCK 1`l 1../! ' 200 4.0" 7.5" 3S" 3,Q" 4S''S.4" 4.0' 7.5" 34" 3.0" 4.S' S.4" 9.0" 7,5' 3.5" 3,0" 4.5" SA" �LL'[Y•MOMMICONN TYR C1 I C2 I CONN TYPE ion MHEW MUM EM EMGi'8'aEM MA®URAMMEM 0'ai3i]:ML3tia�••n•aLi'1'isLY11'a��Gi'd:a�!'Ba�FSS4�r"n•-' a > mmmmmm ®MMEMMM M im me mal®mom®�� ^a �Q�4iII�5e1[ 7fE3iEiJf���Q�F�®L�i1E ifQ 1 cm EaY1EL I MAEUMMMLSAK.Jk.Jm J13iImim[�3il�i�l� i EBF ®�iIQS���Fby1UAKMA "EOMMER KU am "Agma IIsi9AMEhifiKIM KMMInoba55i 0E[�Q � 1MUM �A➢EL����Rm Mm �Q W¢�IF�EL3�@�¢�F € ��1Q�El�E�F�IE�[i 1�5I®Q imII�7Fi�MEMMER ��I�E�E�EMR ma��ii � 0@ � �Q�Q3(5l ��E &�Q3�EIE5iM �t�f�5i1F�1���Fi��EL��E��Q��E�i1� EEa� �IE��F�IIIE�ELS3+I��LIERII�EG&� i[ Ti1F£ii%//.IE3yl�f¢ ➢ffi�� illE����[�E�[�Q7�Ei[�i�'/Jr/%iEsE� N rri�. iliiMO��c��i�aii�e �ci9ciicscilc3cgirlic3c�R rr3mm�ili�rC ©c3�©ciAmi 1pc�m�c �rC�ci3�m�Zacmi mmm Q3 i�F¢i�9��itE mmmummm}�E��EQ3��FIE�E2��Q��i1[ 1[ ����7f1E1f��[lC9�A��17�t:7�E�E�E�%1////.%/////%///!////r��E�fl@19���¢�i�ES��i @L41Ef3�[3��QE3ii EES %rllJ.lrf%ice C�iE�f%r /1�% /%F¢�iFS E4�nommm�EQS9E¢��C�QE� iEECimmmW/�/%//f%L��[ !/J////////f/ff///rr///E��%/fff%%/�////f/%�1�3fI�S{iE iiE��t�[ESI %///E���[�//f//r'/fl/%i�E� ®IIFi[II�%JJf/J/J/%/'rJ//J/JIJ// frr/'/J/r/ar/// LM% ' % //////��E�[�%///% �1m • • ► s r s r mom f////r/% // / rJ///.%r//�k�t��II�c �if%llr/r/ /f /r/// //% +� /G%////,%/1///////////%//r/.///% fi.// ////fi:%rr%//lllfrlf /M%/%%//%/%////%////fi,%///%%//r%%//J/% %/J//%/r////////J/%//J/%/J%//'r////r/r//!///// i ® //J.!/r0��/Jr/t�@�iffi�i�YE�ii�[�////f mMElB�lir"�i %//f//////%f/J%%/f//%/%%/Jf�%r////////.��I�Ii�IFE�IF�i�%r//.///%i%///J/%r//%///%%/f///%/f/////r////. EF��Fl ii%ir/,'r//% %rr//.l/r/r�i�//rr%%rl/frl/f1/JfirJ//f/%/rr/J•E�itt Tmog/g/%1/%. l t '/lrrf/rYrrf//% m/11/%f////r///IOr/m/m, _ /r� f/O %/%fir/%/r//� %/ /%//J/////%/J/// • .H.' cm EMU [35iE�9iF�E�%/J//%r///.F i iiN %//%'////%i%J///Ff�i@f��EE�iF 31@��tE 1E351E�5iQSII[331Li ilJ///f%Ir/rrrlrr/f. ® �1%////%////E351QF��31%/%%////%f//%'/•rr///%///%'////f%!//%%%//%Mr.TM2 ii�iiiEE�E£�i�i%f/ff%fr/rr/0//%'/IrJ%i :�®iarri//r.�iir iii/iri%iir//r�iii� %1%1/� ■1C��a0C�©C•3®Rs7C��J�O[�J�QQOO�Y�C#OC�iGiC3[�3�3i�Q %J//% l1//l/l/fi® iflfir®® ii ■ �� i%//rlrJJ/J//�F3��(i%rrJ%J/f..%////%r//I/.%/f//�rrr/l%f/%.�%f%fi�L� FAi1�Fi1 //r j/rfr��fJr/[�i��/r%%r/r/�JJJrli M rm%//J//n/J///%////1/.OWN//%///%%/JJ///////%r//%%////%/////,WN//,//J1//%JJ/%Jr//r//%f///9mFmV////%///1/G%/////rIA %///%ir////%/fJ//.C�E3i�1%N// /r/•r//rOi �����ji�; I� �III. ■�d1�����������:7����Od©iC����©����� ������ .;.: ! Vol' 1///!%f///rf/I//J%%//lr�B�FiEffi�7�iiMUEi�S EMWMEiGi�MUME7�L'�%rJJ//.�SI '/r%//,�%/� m�f�%lirirf�irr/fiarri/�/frilJ�;rJlr,,/rrJ�rirfr/J/�ri�1riJ/�r�ri�riii,i/ �+�m�r�i�i���ai�,���ri%fiJiii/iii%iiii r��///r%J//G/��/rf ff/rJ%i�J///�/r/�i/J��rf//�%//%/f/O.�/////%/f��f//��///��//%[�Ci�,%//%%/f//%r/.%•i�,/frJ///fJ/J�%rJ//.lr////rJ///•!rJ///ff///rJ/f/////f/ m , //Jr//1////.rrf/fffl/r//I///%//r/' 1E�i® i��iiimi�''/rlf/1/ffrr/%1%%lfrffi �rriiriarfiriri%irri%irrrrrr/riff,�r/i,lfoail/ia�iJa/iiio�t�� arriairaia%ia/�irrJ�irar%ii/iiiiliiaffrirrrrrf�rliarrl�Jaiiriifi, mmyI/1J/r/l %r/lr/%i%J///rlJJ/%i%J//li//fi/rJJ/It7/////%///%%//%%/JJ/,'f/Jf//rf/rJ/%/rJr%%//fIJJJ/fI/rrr/r//rl//%///f/%J/// 11 naHrn •»:�Q °SMTA EOf m.�c4`� ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK [CONT.) ANCHOR SCHEDULE: WOOD (G=0.55) 3/4"MIN EDGE DISTANCE J 2"MIN EDGE DISTANCE spans UP To b•-0" spans UO To 8'-8" Spans UD To 13'-0" 1 a Spans Up To 6'•0" Spans Up To 8'-8" Spans Up To 13•-0", LOAD CONN TYPE CONN TYPE CONN TYPE G_ �V LOAD CONN,TYPE CONN TYPE CONN TYPE i ANCHOR 0517 a C2 q. c4 CS 'a C2 q C4 C5 a C2 C3 C4 C5 UI 4 l7 s ANCHOR (psf)' 16.014,5" X m Z o Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 q C4 C5 1/4"LAG SCREW WITH 1.3/4 48 16.01 16.0"11.5"31.S"16,0"16.0"16.0" 7.5" 7.0' 160"16.0" 4S" SSA" W 1/4"POWERSTAPFER+W/ 48 15.5'15,5" 6S" 6,5" 15S"'10.5"SOS" CO" 4.0" SOS' 6,0-16.0" MIN THREAD PENETRATION 62 16.0"160" 8.5" BS' 16.0"16.0' 16.0" 5,5' S.5" 16.0"15.0"15.5" 3.5" 3.5" 9.5" p 1.1/4'EMBED 62 12.0"12.0".4S' 45" 12.0" 7.S" 8.0" &0" 4.S' 4.D" 72 16.0"16.0" 70" 7,0" 16,0"16.0"16.0" 4.5" 4.S" 15,0"14.0"12.S" 30" 3.0" 7.5" W w 3 ggg 72 10.5"10.9" 40" 9.0" 6.0" 6.0" 110 16.0"16.0" 4.5" 4,0".13.5"14.0"12.0" 3,0" 2S" LS" 11.5" AS' 2.59 2.0" 6.0" N w^ ,.1 110 5.5" 5.5" 200 11.5"9.5" 2.5" LO" 6.0" 21S" 9S" 2.S' LO" 6,D" 15.5" 9.S' 2S" 20" 6,0" Q w ES �X( 20 uv+i 7/16°WOOD BUSHING WITH 48 160"16.0" 9.5" 9,5" 16.0"13.0"13.0" 5"5" 5.0" 13,0" 7.S" 7.5• 3S' 3.0" 4.S' Vo O 3 m#12 SMS W/2°EYEWALL 40 16,0"ISO' B:S" 8.5" 16.0"13.0"13.0" S.0" S,0' I2S' 7.5" .5 3,0 3.0 4,5. i 1.1r!EN EMBED 61/4=20: 62 14S'145" 6.S" 6.0" 14.S" 9.S' 10.0" 4.0" 3S" 6.5" Sr S.O" 2S' 2.0" 3,0" 'Q q ARMOR INSERT W(1-I/4' 62 14.5"14,5" 6.0" 6.0" 145" 9.5" 30.0" 4.OP 3S' 6.0" S.0" 4.5 3.0 55 MACHINE SCREW 72 12S"12.5'" 5.5" 5.0" 11.0" 7,5' 7.5" 3.5" 3.0" '4,5" 4.5° 3.5" 2.0" L0" Y 3 EMBED 72 12,5"12.5" 5.0" 4.5" 11.0" 7S" 75" 3.0" 3.0" 4,S" 4.5' 3.5" g �� 110 7.0" 7A" 3.0" 2S" 4A" 4.0"' 3.S" 2.0" 2.0" 3.5" 3.0" 5 °s 110 7.0" 7.0" 3.0" 4.0" 4.0" 35" 3.5 3.0 200 3.S". 3.0" 200 &S" 3.0" 3.5 3.0 3.5 3.0 014 SMS.#14 WQOD SCREW 48 16.01 16.0"13.0"130"16.0"16,0"160" 8,5'• 8.0" 16.0"16.0"16.0" OR 1/4°DOWERS TAPPER+: 36.8"16.0" 9.5" 9.5" 26.0"56.6"26.0" 6.0" 6.0" 16.0"SSS'12S' WITH 1-3 4-MIN THREAD ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLl}CK FENETRAION n 16.01 16.0" B.0" 7.5" 16,0"36.0" t 520 56.0"16.0" S.0" 4S" 10.5'11.0" 9.5" 3.0" 3.0" 6.0" 9.0 7.5" 4"MIN EDGE DISTANCE - 200 9.0" 7.5' 2.5" 25" 44" 9.0" 7,5" 2.5" 2.5" A.5" 4.0" 7.5" Spans Up To 6'-0" Spans UD To 8'•8" Spans Up To 1310" rO.. ^I j LOAD CONN TYPE CONN TYPE CONN TYPE pi� ANCHOR (F CS C2 q C4 a Cl a C3 CA a a C2 C3 C4 CS ANCHOR SCHEDULE: WOOD (G=0.42) ter' � , 5136'ITWTAPCON RL Wt 40 16.0"16.0,16.0i 16.0"16.0"160"160"160"16.0"16.D"16.0"16.0"lOS"1 9.5"1 ISS" 2m 6¢mm'•• 2.2/4'MIN.EMBED__ 62 16,0"16.0"56.0"16.0"16,0"16.0"16.0"12S'11.5'16.0"16.0"16.0"18.0" 7.0" 10.0" 3/4"MIN E008 DISTANCE u ' 72 2fi.0"16.0"16.0"15.5"-16:0"16:0"16.0"50.5 -9.5"-15.5 345_12.5"_ 6S' 5.5" 8,0" _ Spans Up To 6'-6"., Spans Up To 8'-8" Spans Up 70 13'•D" g - --_ A : \ p 110 1 0'•16,0"10,0" 9.0" 34.0"24.5"12.5' 65" S.5" 75" 32.0"10.0" S.S" 4.5' 6.8" j - LO D -- _-CORN TYPE-___ _CONN_TYPE CONN TYPE .�� ,"'./E a' --�'�'DBI>mI!•' -_ =12.5" ..V O ANCHOR (Dsf) - -- - /}. 200 32.0"1 ED- �-4;5"-B.0"-1L0"- " 120"10.0" 5.5" 45' 6.0" s � a C2 q C4 C5 Cl C2 q C4 CS �a CZ--q -C4- -CS-� - I�0" 160" 60" 5.5" 16.01 16.0°16.0" 3S" 3.S'�10.0" a 3SI26"ElCO UCTRACON LVl '48 16.0"16.0"13.5"135'360"26.0" ' 9S' 9S" Ij4"'LAr,5CREW�WiTN•1-3I4--4&- fi0"16.0" 9,0" 9-0" 36.0" 56.0 2-1/4'MIN,EMBED 62 16.0"16,0" 9.5" 8.5" 16.0"12.0" " 6.S' 6.0' MIN THREAD PENETRATION 62 16.01 36.0" 6.5' 6,5" 18.0"I6.0"16.0" 4.5" 4:0"-I3:S'SYSSOTS -L-S--2. -b.0- ,-._a_72 56.0"160" 7.5' 7.0" 14.0" 9.S' " SS' N 72 16.011 16.0" 5.5" 5.5' 16,0'16.0"16.0" 3,5" 35" 10.0" 9.5" 8.0" LE" LO" 5.0" .mss ya, 110 e.S' 8,5" S.0" 5S" '( 130 IS.O"14.5' 3.5' 3.0" 9.0" 9,0" 8,0" 2.0" 2.0" 5.0" 7.5" b.0" L0" 4.0" r7• :yA 08 200 200 7S" 6.0" 2.0" 4,0" 7S" 6,0" LO" 4.0" 7.5" 6.0" 2.0" 4.0" C� 2"MIN EDGE DISTANCE #14 SMS#14 WOOD SCREW 48 16.0"16.0" 9S' 9.5" 160"18,0"36.0" 6.0" 5.5" 16.0"11.0"11.5" 3.5" 3.S' 7,0" 4 I Cl C2 q C4 CS Cl C2 C3 -C4 CS Cl C2 q.' CA CS o OR 1/4"DOWERS TAPPER+' 62 16.0"36.0" 7.0" 6S" 16.0"14,0"15.0" 4.5" 4,0" 4.5" 8.0" 7.0•' 2.5" LS' 45'• 4 'I r O WI7N 5- A'M1N THREAD . y" 012 SMS W/2"El'I LL 4816.0"16.0"16.0" 6S" 6.5" 16.0"12.5"12.5' 40" 3.5' 7.5" r,, PENETRA N 72 56,0 16.0" S.S' S,5' 16.0"22.0"l3S" 3S" 3S' 7A" 6.5" 5.5" LO" LO". 3S' ARMOR INSERT W/2"EM.E0 62 16,0"16.0" 7S" 7.5" 16.0"IS.S'160" 5.0" 4,5" 10.5" 9.0" 8.0' 3.T 5.0" 110 IDS•'10.0" 3.5" 3.0" 6.T 6,S" SS' LO" 2.0" 3.5" S,0" 4.5" 2.0" LS" 72 16,0"16.0" 8.5" 6.0 16.0"22S"115" 4.0" 3.5' AS" 7.0" 65' 4.0" 200 5.0" 4.5" 10" 2S" S,D" 4.5" LO" 15" 5.T 4S" 2.0" 2S" 9=4� 110 11.5 SSS" 4.0„ ].5•, 7.0" 70" 6.0" 200 6.0" 5.0" 3.0" 6.0". 5.0' Off fall ANCHOR NOTES;SEE-SHEET WPYRNaIITWNI(LaEtdlMOOPSi 10 POR ANCHOR NOTES,, 15-2338 ' t4111SHN�gy0�1' ROUND WINDOW B 4 ROUND EDGE OF ACCORDION L2'MIN FROM SHUTTER BLADES EDGE OF SHUTTER, EDGE OF ACCORDION - TOP OR BOTTOM SHUTTER BLADES *S 0.125 -{{-0.125' UU OF 0.032' 0.032'1w�ii " , "x 0.196'7^,7 !t/ r $ IIY1►�y 3 45" lJ 1 4O p V MIN '�IIy1�ry��ry >V 4 w Y a 1 tq p WIND fd HOLE TO RECEIVE ROUND 3TYPICAL' iJ;i� N I Z r � WINDOW ASSEMBLY Z « 55 W t 2.875'(6 HOLE(TO RECEIVE: W N rL K� , $2,875' -}7.0'188" ROUND WINDOW ASSEMBLY} K . 163.250' LIGHT—N'VIEW WINDOW MAXIMI,EVER-1—5-0S bw PER EVERY OTHER BLAbE "'t].� A N.T.S. SABICPtASTIC55LX2431T-UL94H8 2 LIGHT-N-VIEW WINDOW ROUND WINDOW • N ASSEMBLY �3 N.T.S. —�-- EXTERIOR ELEV n af2'MEN FROM. w �6 1 EDdE OF SHUTTER, EDGE OF ACCORDION �^10 .TCItP OR'BOTTOMJCM...0 HUTTER BLADES h�7�,n t T �w7i��DOW NGULAR gm ASSEMBLY 114-4. —i— —BLADE-W- ROUND—WINDOW ((�� ((}} ((77 11 EXTERIOR ELEVLI - U - I1 ._ �f�-(� EDGE OF ACCORDION SHUTTER BLADES ' - �"- _1.210" ' �03.5' � �, 0 �"� �OTYPIORECEIVE RETLAR WINDOW ASSEMBLY) L.SOD'X 6.000'HOLE(TO RECEIVE MAXIMUM Of 3 WINDOWS RECTANGULAR WINDOW ASSEMBLY) �"I .161' PER EVERY OTHER BLADE L ��NmN 3A } .020" 3. RECTANGULAR WINDOW a I g e 13 N,T.S. EXTERIOR ELEV u a � 1� DIA. tt 0.500• 0.500' 'a n o ! '• 3f if . i-1.5'-•# 1. __� (INT.) n ` RECTANGULAR WINDOW a RECTANGULAR WINDOW NOTES: 3.5'MIN. A {EXT,}" ASSEMBLY ' 345" i. THE RECTANGULAR WINDOW SHOWN IN g ` .� TYPICAL > ��< i 5/13 IS MADE FROM GE XLIO LEXAN WITH 1 O 0.355' O i "0.075'MINIMUM THICKNESS, �x j j o �i�� L FRAME FOR RECTANGULAR WINDOW MAY d B R ' t I O.iaS �`f BE NYLON 6 OR POLYCARBONATE WITH Ai`� MINIMUM THLCKNESS OF 0,161'.ATTACH_ fTO BLADE WITH(6);P4 SS SCREWS OR15-2338 L___J __....---_ --- . _ . .355BOLTS WITH NUTS. PAG9 A PAGE DESCRLPTIOS(1 4 'BLADE WI RECT. WINDOW RECTANGULAR WINDOW m 13 N.T.S. EXTERIOR ELEV 13 N.T.S. EXTERIOR ELEV a i MIAMI•DJADE MIAA-1I-DADE COUNTY D PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REC UIiATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) ; BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA Nmiv.mlamidade.eov/economy Florida Shutters,Inc. 1055 Commerce�Avenue Vero Beach, FL 32960 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and acc pted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall''not be valid after the expiration date tated below. The Miami-Dade County Product Control Section (In Miaini Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,'or suspend the use of such product or to ter;ral within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-D de County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code DESCRIPTION: 51:0741act'3'Aluminurii HingedrCnl nial-Shutter APPROVAL DOCUMENT: Drawing No. 14-1960,ti led"Impact Aluminum Colonial Shutter",sheets 1 through 8 of 8, prepared by Engineering Express,last re�ision dated October 28,2014,signed and sealed by Frank L.Bennardo,P.E., on October 28,2014, bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. i MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,the following statement: "Miami-Dade County Product Con ro['Approved";and NOA number,per TAS-201,TAS- 202,and TAS-203,unless otherwise noted herein. RENEWAL of this NOA shall be considered after a rei]`ewal application has been filed and there has been no change in theapplicable building code negatively affect1ng.,the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or pro Ss. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for term inaiioh and removal of NOA. ADVERTISEMENT : The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its ei ntirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-1120.10 and consists of tl Iis page 1,evidence submitted pages E-1,E-2,E-3,&E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy .Malcar,P..E.,,MM.S. f� /]/ '��' _ .1�Y��O�t�l�o�1'S Q3.LG14 MIAMIDADECOUNTY jf Espiratlon Date. 02/08/2020 Approval Date: 04/.16/2015 Page I i I i I Florida Shutters,Inc. I NOTICE OF ACCEPTANC : EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER P:616nial VIOUS APPROVAL#00-0411.09 A. DRAWINGS 1. Drawing No. IOOOA, titled "Impact Shutter ",prepared by W. W. Schaefer Engineering& Consulting, P.A., dated January 10, 2001, sheets 1 through 7 of 7, signed and sealed by Warren W. Scha feu., P.E. B. TESTS 1. Test Report on: 1)Large Missile Impact Test,per PA-201 2) Cyclic Wind Press re Test,per PA-203 and 3) Uniform Static Air Pressure lest per PA-202, of colonial shutters, P,repared by Hurricane Test Laborato y Inc., Report No. 0205-1201-99, dated March 23, 2000, signed and sealed by Vinu J Abraham, P.E. I C. CALCULATIONS 1. Anchor analysis and calculations dat d 12124/99, Pages I.to 15,prepared by W. W. Schaefer Engineering& Consulting, .A�., signed and sealed by Warren W. Schaefer, P.E. D. MATERIAL CERTIFICATION 1. Certified Tensile Test Report No. OA -142,prepared by QC Metallurgical Inc., dated 03/02/2000,per ASTM E8-93, signed and sealed by Frank Grate, P.E. 2, EVIDENCE SUBMITTED UNDER P VIOUS APPROVAL#04-0130,02 A. DRAWINGS 1. Drawing No. IOOOA, titled "Impact olonial Shutters", sheets 1 through 7 of 7, prepared by W. W. Schaefer Enginee ing& Consulting, P.A., dated January 10, 2001, signed and sealed by Warren W. Sch efer, P.E. on March 18, 2004, I B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. iBy Miami-Dade County Building Cole Compliance Office. I E. MATERIAL CERTIFICATIONS 1. None. y A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No.15-0316.10 Expiration Date: 02/08/2020 Approval Date: 04/16/2015 i E-1 i Florida Shutters,Inc. NOTICE OF ACCEPTANCE EVIDENCE SUBMITTED I 3. EVIDENCE SUBMITTED UNDER P MOUS APPROVAL#09-0121.12 A. DRAWINGS 1. Drawing No. 08-FSH-0001, titled "Im, act Aluminum Colonial Shutter ", sheets I through 7 of 7,prepared by Engineerig Express, dated November 21, 2008, signed and sealed by Frank L. Bennardo, P.E., on March 10, 2009. B. TESTS 1. None. C. CALCULATIONS 1. Anchor analysis and calculations date 02/20/2009, Pages 1 through 21 of 21, prepared by Engineering Express, sig ed,and sealed by Frank L. Bennardo, P.E., on 02/20/2009. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Cod Compliance Dice. E. MATERIAL CERTIFICATIONS 1. None. i 4. EVIDENCE SUBMITTED UNDER P 4 VIOUS APPROVAL # 10-0209.14 A. DRAWINGS 1. None. B. TESTS 1. Test Report on: 1)Large Missile Impact'Test,per PA-201 2) Cyclic Wind Pressure Test,per PA-203 and 3) Uniform StaticAir Pressure test per PA-202, of colonial shutters, prepared by Hurricane Test Laboratory Inc., Report No. 0218-0203-09, dated July 01, 009, signed and sealed by Vinu J. A,raham, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Co e Compliance Office. E. MA�ERIAL CERTIFICATIONS 1. None. Hel6y7A.Malar,P.E.,M.S. j Product Control Unit Supervisor NOA No. 15-0316.10 Expiration Date: 02/08/2020 Approval Date: 04/16/2015 E-2 i I Florida Shutters,Inc. NOTICE OF ACCEPTANCE. E T MET,CE SUBMITTED j 5. EVIDENCE SUBMITTED UNDER PR+VIOUS APPROVAL# 11-1128.06 A. DRAWINGS 1. Drawing No. 08-FSH-0001, titled "Itf9O act Aluminum Colonial Shutter ", sheets 1 through 8 of 8,prepared by EngineersExpress, dated October 10, 2011, signed and s aled by Frank L. Bennardo, P.E., on 1 tober 11, 2011. B. TESTS 1. 1. Test Report on: 1)Large Missile I pact Test,per PA-201 2) Cyclic Wind Press re Test,per PA-203 and 3) Uniform Static Air 'ressure testper PA-202, of colonial shutters, prepared by Hurricane Test Laborato Inc., Report No. 0218-0203-09, dated July 01, 2,009, signed and sealed by Yinu J. Ab aham, P.E. � I C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department o Pi emitting, Environment, and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. None. I 6. EVIDENCE SUBMITTED UNDER P1,YVIOUS APPROVAL# 14-1120.10 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. Ione. I D. QUALITY ASSURANCE 1. By Miami-Dade County Department f Regulatory and Economic Resources, E. MA ERIAL CERTIFICATIONS 1. None. j I i HeW A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No.15-0316.10 Expiration Date: 02/08/2020 j Approval Date: 04/16/2015 E-3 I I I i Florida Shutters,Inc. NOTICE OF ACCEPTANC : EVIDENCE SUBMITTED i I i 7. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 14-1960, titled "Impact 4luminum Colonial Shutter ", sheets I through 8 f8,prepared by Engineering Expres6, last revision dated October 28, 2014, signed and sealed by Frank L. Bennardo, P.E., on October 28, 2014. B. TESTS 1. *One. C. CALCULATIONS L None. I D. QUALITY ASSURANCE 1. By Miami-Dade County Department o rRegulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. ,None. i I � F. STATEMENTS 1. Florida Building Code, 2014 Edition, col pliance letter; dated 0310612015, issued by Engineering Express, signed and seal,,d by Frank L. Bennardo, P.E. I � I . i Hc6uf A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No. 15-0316.10 Expiration Date: 02/08/2020 Approval Date: 04/16/2015 i E-4 I . L.nENNAROG, .E.V LUM NUM COLONIAL SHUTTER FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ) '`'�:' No, F148ii.�])4, 112°MAX. 56"MAX. �•: STq* rn SHUTTER WIDTH SHUTTER WIDTH ��•, op D '�,• DA PANEL PANELWTHPANEL WIDTH PANEL WIDTH PANELW DTHPANEL W TH 041- �N, wtG` a� y Am'f g npnnQII1101 ahjF8 u- x WW c � 1B zl ED� a�g� a S 19 21 f 7 8 10 Z N G S i a 7 B 10 19 x4 L 2 ry LLI 2"TYP. 1 "' 19 2"TYP. o W l��( 'y W \Vn V'1O ul�g"g 52 3 W Tit 3 F to LLI n d o 4 3 ZJ 4 3 .. O w f w s SIMILAR f V al V Z a =a 98 Lu o F-9 80 d - 1 — --- -- - -- 1- - -- -- - ----- -- -- --- ----- - -7,`iii (T)-e �U-- (OPTIONAL)3 2 11 _moi 2 11 LL 1 1 1/8"MAT(.GAP BETWEEN 4 1 `3 (OPTIONAL) R ANY PANEL(TYP.) PRODUCTRRVISGD _J m/bmplyingxith tiro FImidu LL n 1 ;1 AtiD PAN,1�L SITUTT � R _ 1 - ERIOR ELEV , , rOTJBLE'I?AN_:EL.SHt�TTEFt. ��naiu/� 3i io GENERAL NOTES EXTERIOR 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED 1N ACCORDANCE WITH THE 2010 FLORIDA Syg g BUILDING CODE AND THE FBC FIFTH EDITION(2014),IN COMPLIANCE WITH THE HIGH VELOCITY HURRICANE M tt Control e a ZONE,PER TAS 201/202/203. SYSTEM NOTES 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd-1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 1. SINGLE&TRIPLE PANEL SHUTTERS ARE ALSO APPROVED CONFIGURATIONS. SINGLE PANEL SHUTTERS SHALL BB E 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY COMPLY WITH THE DOUBLE PANEL SHUTTER REQUIREMENTS&THE TRIPLE PANEL SHUTTERS SHALL COMPLY WITH THE 8 OTHERS ON A JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.- - e Si? d 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE QUAD PANEL SHUTTER REQUIREMENTS. A CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT 2. THE NUMBER OF STORM BARS REQUIRED FOR USE WITH THIS SYSTEM VARIES,DEPENDING ON REQUIRED SIZES 8 SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONIUNCTION WITH THIS DOCUMENT. AND DESIGN PRESSURES.SEE ELEVATIONS AND DESIGN SCHEDULES HEREIN FOR MINIMUM STORM BAR 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED REQUIREMENTS AND LIMITATIONS. = 8 S LOADS. 6. ALL EXTRUSIONS SHALL BE 6063-TS ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. B 7. SHUTTER WIDTH SHALL BE RESTRICTED BY THE MAXIMUM DIMENSIONS SHOWN HEREIN.MAX SHUTTER HEIGHT MAY EXCEED 96"(UP TO 144"MAX)PROVIDED THAT THE MINIMUM STORM BAR SPACING INDICTATED HEREIN•IS NOT EXCEEDED tx#, AND THE OPTIONAL"TONGUE AND GROOVE BLADE'IS NOT UTILIZED(PART#32). _ S. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED ON THE BOTTOM,PLACED ON THE BACK OF THE MAXIMUM ALLOWABLE —'_Q t PSF Copyw-41TOMMERMMM SHUTTER WITH -MINIMUM OF THE FOLLOWING-INFORMATION:- T7 n FLORIDA SHUTTERS,INC. —DESTIGN--PRESSURES. '��'V 1 -SF— ______11960 VERO BEACH,FLORIDA SCALE, - TAS 201,202,203 PAGE DESCRIPTION, M1AM1-DADE NOA NUMBER REFERENCE DESIGN SCHEDULES HEREIN FOR ADDITIONAL 9. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,OR STAINLESS STEEL WITH A MINIMUM LIMITATIONS TO ALLOWABLE DESIGN PRESSURES,AS DETERMINED TENSILE YIELD STRENGTH OF 60 KSI. ALL 3/16"0 OR 1/4"0 POP RIVETS SHALL BE 5052 ALUMINUM ALLOY OR STRONGER. BY SHUTTER SPAN,STORM BAR CONFIGURATIONS,AND ANCHORAGE. cr� 10. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE-NOTED BUILDING CODE. 11. THIS ENGINEERING IS FOR THE EXCLUSIVE USE OF ITS OWNER,FLORIDA SHUTTERS,INC.1F THIS HAS BEEN SUBMITTED BY ANOTHER COMPANY IT MUST HAVE A NOTARIZED LETTER OF AUTHORIZATION. *i-. NK L. [ q MINIMUM ANCHOR `rs,� O g 1 SPACING PER ANCHOR 10 SCHEDULE / •k 1/2" 1 3/8"MIN. ,%S R� A •� MIN. 24 16 ii�h .gyp. •�(,```� rnI `f a • ANCHORS PER T S VJ -Ieg U ANCHOR SCHEDULE EDGE I l I I W W Z .�a • 20 DISTANCE ry I I 23 Z >7�W i 2 I I 3/8'MIN C9 TYP. L/� W WW N w 3 3 � HINGE ANCHO�LR I I a 3 PER ANCHI o w W W, '1 SCHEDUI I I a` w•- 33 WALL CLIPS LOCATED BETWEEN ' •� a HINGES,SPACEDL -0- -0- I II AT 31) O.C.MAX. 7 8 9 10 21 1 U (2)#8 SMS PER CLIP WALL CLIP DETAIL (�w N'g w 4 OPEN SHUTTER POSITION 11 TO Lu 0 2 6°=1'-0" HORI2.SECTION Z SIDE HINGE DETAIL S° SF EXTERIOR ELEV.-— w_z -yam-- m'" Z 0. -----r---: - 3"MINIMUM SEPARATION FROM w - 7�d 19 EXISTING GLAZING p PRODUCT REVISED 2 6 27 28 Q o> O o EDGE wcomPlyingwidlftFlotidn 3 DISTANCE Bulldwg Cock a '� 3/4° Aeupmnce No 3 7 6• 0 f F ANCHORS R PER ANCHOR MAX. on Data o �� �, -j b � SCHEDULE LL y j .' Dad o ucl Conw EXISTING m I II gGLAZING t9 2"x2'xl/B'OR 2"x3"x1/8" g za ALUMINUM ANGLE,3" I II II I Lan ��� LONG.ANGLES LOCATED 27 I 'Jill q I BETWEEN HINGES,SPACED — a 2 AT 30'D.C.MAX. 2 III .I 2 1/4"-20 STAINLESS I III I � 20 STEEL BOLT W/ (�✓ f� ALT. WALL CLIP DETAIL OPEN SHUTTER POSITION 6 27 III tomBcxrexL0amtlaBlss 24 ro 21 6 =-Y-U -- .HORIZ..SECTION _ 14-1960 . —Z—- -1- — —_—_=_= - - - PAGE DESCRIPTIONI 11 1 2 (NOTE:WALL HINGE NOT SHOWN FOR CLARITT.) NOTE:ONLY ONE STORM BAR SHOWN FOR CLARITY ALT. VERTICAL SECTION 3 FRAME CORNER DETAIL 1 TYPICAL VERTICAL SECTION 1a WITH HOLLOW BLADE 6G� 2 6"-V-0" VERT.SECnoN 2 6"=1'-0" VERT.SECTION Z °=1'-0° ORTHOGRAPHIC (� _ •_••_FRA��+e.L 9EN _ WOOD ANCHORS PER N IeomG5191 ANCHOR SCHEDULE s� SPACING EDGE ���yyy EXISTING EXTERIOR CENTERED IN NOMIMAL 1 DISTANCE I WALL FINISH BY OTHERS EDGE 2X MIN.WOOD _ 10•.2 EXISTING EXTERIOR28"MAX.PANEL WIDTH,TYP. DISTANCE ` °•. EMBED. WALL FINISH BY OTHERS EXISTING 3"MINIMUM GLAZING SEPARATION FROM MAX. i DA .•6•��� •d p: EXISTING GLAZING y'�ii SG• (`V • .a W' 1 22' 1 2 11 uJl 1�1�1 � z , .... 1 2 1 Z W Ww�..0 7IL U 4 ILD WxP:dx�a ANCHORS ANCHORS >u W a PER ANCHOR PER ANCHOR v Q L7 SCHEDULE 5 58 SCHEDULE Z^ r m w ''1 �.j 16 2 18 1B 21 1 18 18 2 16 s sB WW 3�^5, 1 1 U) x 3 23 37YPICAL p S SHUTTER WIDTH 5 (!)TYPICAL HORIZONTAL SECTION • '- 3 4"=1'-0' HORIZ.SECTION EDGE EDGE EXISTING EXTERIOR WWad m DISTANCE 2 DISTANCE 1" WALL FINISH BY OTHERS $3/4' X h"I S 7 8 10 ANCHORS PER It9STORM BAR • STORM BAR. ANCHOR SCHEDULE � $ N 7 810 34" Lp0. 29 - -- -- - 29-- --- $- --- wuSHUTTER • SHUTTER I • 2 3 EM8ED. 19o 44 5/60 SLOTTED HOLE Qui V ¢Q J 3 SHUTTER BEYOND FORTHRUBOLTS [..r f< 3/8"0 HOLES, 3/8"0 HOLES 1"(TYP.) 0 9 f ANCHOR SPACING 1/2"MIN. 2, NOTE:CONNECTION OF STORM BAR TO SHUTTER J PER ANCHOR SCHEDULE FRAMES IS NOT REQUIRED AT SINGLE BAR SHUTTERS. 4" TYPICAL LL STORM BAR STORM BAR STORM BAR STORM BAR TO FRAME z CONNECTION TYPE 'A' 3 CONNECTION TYPE 'B' 4 CONNECTION SECTION 5 CONNECTION DETAIL EXTERIOR ELEV "3 2"=11-0• EXTERIOR ELEV 3 2'-l'-O' VERT SECTION 3 6 V-O" VERT SECT70N F •qq gqqq EDGE d g8888�� DISTANCE � 5/16'0 SLOTTED OR • 3/8"0 ROUND HOLES [!si 52 1 >� 8 33155 z STORM BAR I ANCHORS ANCHORS new $ I 7 8 10 7 8 10 PER ANCHOR 68 PER ANCHOR J SCHEDULE SCHEDULE EMBED. _ 1 SHUTTER I EMBED. PRODUCTRavis D $R R . I • As eomplal"Ih Via Florida OPYRWF1aGAHM DAM Buadiag Code 7 8 EXISTING EXTERIOR --— EXISTING EXTERIOR --Aeocy!aee No / _Lp_ 14-196 3/4" WALL FINISH BY OTHERS WALL FINISH BY OTHERS D•D� o ZO Z.o SCAM SAGE DESCRIPTION: ANCHOR SPACING SHUTTER BEYOND PER ANCHOR SCHEDULE SHUTTER BEYOND' HY Miami DaA .a•�':�nlral STORM BAR STORM BAR ALT. STORM BAR s CONNECTION TYPE 'C' CONNECTION SECTION s CONNECTION SECTION ' 3 2" V-0" EXTERIOR ELEV 3 2"=V-0" VERT SECTION 3 2"=V-0" VERT SECTION 1.111111 ;G P.E. CENTERLINE CENTERLINE CENTERLINE CENTERLINE CENTERLINE CENTERLINE OF OF OF OF OF OF •, NS i SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT BAR SPAN BAR SPAN BAR SPAN d E`� .. \x N — �p1 1 V] 11-0 1-V -} LL g t! SHUTTER WIDTH �' -- d z j a U 3.�J ~I c�k .5ml z H WW "lu f � W.. Rif Uxi SHUTTER WIDTH d SHUTTER WIDTH v V 9 QS�IIN,GL B�AhFt� �� � �� `x rpi ''6�i= Lu G n c Q UT le _ �_� U EN7ERLWF TWO BARS ----- -- - - --- -- -THREE BARS 9 ENTERIIN� — -- - - - - --_ - z -- OF OF W_ — g SUPPORT SUPPORT BAR SPAN TABLE 1: SINGLE STORM BAR ANCHOR SCHEDULE: ANCHOR NOTES: $ g� SHUTTER DESIGN SCHEDULE WALL CLIP ANCHORS: 1. ANCHORS SHALL BE INSTALLED IN O C' m • (2)1/4°CARBON STEEL TAPCONS(ITYJ) ACCORDANCE WITH MANUFACTURERS' J .i•-• THRU WOOD BUCKS OR DIRECTLY INTO s MASONRY/CONCRETE WITH 1-1l4"MIN RECOMMENDATIONS. LL SHUTTER ALLOWABLE DESIGN EMBED,1-1/2°MIN SPACING,AND 1"MIN 2• TAPCONS SHALL BE MANUFACTURED r�$ d HEIGHT PRESSURE(PSF) EDGE DISTANCE. BY 17W °ELCO PANELMATE-ANCHORS FOR POSITIVE NEGATIVE • (1)P12 WOOD SCREWS TO G=0.55 MIN USE D CONCRETE,HOLLOW BLOCK OR �F+ WOOD WITH 1-1/2"MIN THREAD WOOD MAY BE MALE OR FEMALE. E TO 54° 80-0W 80.0 psf 3. WHERE ANCHORS FASTEN TO a gig- UP x d PENETRATION AND 3 4°MIN EDGE $ w Y6 56• 7e.1 psf 78.1 psi PRODUCT RGVISBD / NARROW FACE OF STUD FRAMING,ANCHOR a \_ �•+ as complying with Wa Florida DISTANCE. 68° 71.6 psf Building Coda SHALL BE LOCATED D CENTER E NOMINAL y '�S6;p 66.3 psf 9pYa peLroplaneallo t73 ,f HINGE ANCHORS: 2x(MIN)WOOD STUD(I.e.3/4"EDGE s° • 1/4"CARBON STEEL TAPCONS(1TW)THRU DISTANCE IS ACCEPTABLE FOR ANCHORS TO K' a2•d ar 82-1 PSI s psr 6*y( ion Dma o WOOD FRAMING). B WOOD BUCKS OR DIRECTLY INTO 4• WOOD HOST STRUCTURE SHALL BEF3 d 84• 68.3 psf 63.0 psf MASONRY/CONCRETE WITH 1.1/4"MIN o 333 SHUTTER WIDTH 8 SOUTHERN PINE"G=0.55 OR GREATER y d rs 66• ` •6 psf q6•s Psf EMBED,2°MIN SPACING,AND 2-1/2"MIN i iDeda uU Comm DENSITY. _ a g F 68• 51.6 Ps1 44.2 psf EDGE DISTANCE. S. MINIMUM EMBEDMENT SHALL BE AS Psf -w • #12 WOOD SCREWS TO G=O.SS MIN w n 72' 424ps( 37.2 psf WOOD WITH 1-1/2"MIN THREAD NOTED IN TAND EANCHOR GE DISTANCE MINIMUM PENETRATION,1-1/2"MIN SPACING,AND EMBEDMENT AND EDGE DISTANCE EXCLUDES i __— iq• 38.6 PSI 34.3 Psl 3/4"MIN EDGE DISTANCE. STUCCO,FOAM,BRICK,AND OTHER WALL 11 1 0 0 i FINISHES. €€€ '''gggg d NOTE: STORM HARANCHORS: 6. WHERE EXISTING STRUCTURE 1S --'--- 1. MINIMUM SEPARATION FROM GLASS FOR ALL 1 4"-20 POWERS CALK-IN ANCHORS TO WOOD FRAMING,EXISTING CONDITIONS • / MAYVARY. FIELD VERIFY THAT FASTENERS tovmr4rtBcultERna Da6ls1 S SHUTTER CONFIGURATIONS SHALL BE 3°MIN. MASONRY/CONCRETE WITH 7/0'MIN ARE INTO ADEQUATE WOOD FRAMING --2.—MAXIMUM-BAR-SPAN AS DENOTEDHEREINSHALL NOT-- EMBED,2-1/2"MIN SPACING,AND 3"MIN 14-1960 MEMBERS,NOT INTO PLYWOOD. = BE MORE THAN 10°LONGER THAN SHUTTER WIDTH. EDGE DISTANCE. 7. WOOD BUCKS(BY-OTHERS)-SHALL BE— 9LEi— � -I -- 3. TABLE I SHALL ONLY BE USED FOR SINGLE STORM • 1/4°ELCO PANELMATES(MALE OR FEMALE) ANCHORED PROPERLY TO TRANSFER LOADS =AGR DESCnnmGN1 BAR SHUTTERS WITH 74'MAX HEIGHT.SINGLE TO MASONRY/CONCRETE WITH 1-1/4"MIN TO THE EXISTING STRUCTURE, STORM BAR SHUTTERS MAY HAVE 1,2,3,OR 4 EDGE EMBED, .IN SPACING,AND 3°MIN 8. MACHINE SCREWS SHALL HAVE PANELS, MINIMUM OF 1/2"ENGAGEMENT OF THREADS or� g • 1/4"ELCO PANELMATES(MALE OR FEMALE) IN BASE ANCHOR AND MAY HAVE EITHER A _ 4. REFERENCE STORM BAR DESIGN SCHEDULES FOR TO G-0.55 MIN WOOD WITH 1-7/8"MIN PAN HEAD,TRUSS HEAD,OR WAFER HEAD ADDITIONAL LIMITATIONS TO DESIGN PRESSURES AS THREAD PENETRATION,1-1/2•MIN ("SIDEWALK BOLT")U.N.O. GOVERNED BY STORM BARS AND STORM BAR SPACING,AND 3/4"MIN EDGE DISTANCE. FOUR OUR BARS CONNECTIONS. ALLOWABLE ANCHORAGEDESIGN PRESSURE �\\\\\\\\\\\\\\\O\0�00 \\\\\\\\\\\\\ ���0�\\O\\\\\\\\ \\\\\\\\\\\\\\mm\\ 0®0\\\\\\\\\\\\\� \\\\\\\\\\\\\\�00�0II \\\\\\\\\\\� 0\\\\O\\`\\\\\\\\\\`'0�0��\\\\\\`\\\\\M \\\\\\\\\\\\\\\\\00000\\\\\\\\\\\\ IMMMMMIMMMM \\\\\\\\ \\\\\\\\\\\\ ®\\\\\\\\`\\\\\\\\\\`'\\\\\\\\\\\\\\\\\\ 000\\\\\\\\\\ • " a���m000 a�\\\\\\\\\\\\\\��000\\\\\\\\\\\ 0\\\\\\\\\\\ • \\\\\\\\\\\\\\\\\\N,\\\\\\\\`\\\\EEM,`, \\\\\\\\\\\\\ ®\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ 000\\\\\\\\\\\\ M�����00.MMMMMMMMRNMEMEMMEMEM\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\ \\omm`\\\\\\\\\` MEARM\\\\\ \\\\\\\\\\\\\\\\\\,\\\\\\\\\\\\\\\\\\� 0\\\\\\\\\\\\N, �0©mNMM��\\\\\M ��MMMMM\�oo� m�\\oMEN a\\\\o��oo\ o�ommm\\\��o\� ®l0ll��m0\\\\\\\\\\\\ \\\\\\\\`\\\\\\\\\\\\\\\\\\\\\\\\\\� MINI MMI�\\o\o\\\\o\\\o�mo■om0�\\\oo\\�� �■\\\\\\\��\\\\\\\��\\\\\\\\\\\\000�0mmm;��\��o, ss R!D L EI o a u TABLE 3: STORM BAR DESIGN SCHEDULE Z� a (FOR USE WITH MULTIPLE BAR SHUTTERS ONLY) 0 a5 o Z tm Wo . ALLOWABLE STORM BAR DESIGN PRESSURE(PSF) ALLOWABLE ANCHORAGE DESIGN PRESSURE Lit .moi�j 3 (P� Fu W SHUTTER STORM BAR - CONN.'A' CONH'B'S'C' UI m 3 WIDTH SPACING O W�+ STORMBARN STORM BARB' STORM BAR'C - W. y - 4"tTx0.125" 2°X3'%0.125' 2'k5'x0.128' BLOCK/ BLOCW 'i O EA _ WOOD CONCRETE WOOD CONCRETE a ?�i UP T03Y 80 60 80 80 80 80 80 q UP T048• 60 60 60 80 60 60 73 Y%I 42' UP TO 32' 80 80 80 80 80 80 80 UP TO 49' 60 60 80 80 80 80 02 U UP TO 32' 80 80 80 80 '80 80 80, Z' 48• UP TO 48' 60 60 80 80 80 80 55 H W UP TO 32' 80 80 60 80 80 80 73 � ➢ 64- UPT048• 60 60 60 80 80 80 48 Lu O N 'UPTOST 80 80 80 so 80 80 66 e 80• UPT04W 63 80 80 80 80 60 44 u 68' UP T032'— _ __80 .80 80 80 80 60 .�W S! p��p�Q UP T048• 45 80' 80 80-- --80-- --80—--40 V E —UPi032 _ __80 80 so so 80 55 fi .7T UP TO de• 38 80 80 —79——60 —38— =F£m 40 ' 78• UPT032' 47 00 80 oo 80 80 50 UPT048' 31 60 6o 00 87 80 33 K oUPT03T 38 80 80 60 80 BO 4784- mUPT04W 55 80 80 62 80 31 H Q UPT032• 32' 73 80 80 80 80 44 �` 80• UPT04V 40 60 80 I 58 80 O ' 2 w UP T032' 05 80 80 00 80 41 � UPT046• 49 50 80 55 BO 10T UPT03Z 88 80 80 77 00 38 UPT048' 39 60 60 51 77 UP 51 80 80 73 80 30 g 100' 55 T048TO32'' k\zk\\-Am34 60 80 48 73 c 1111 ' s UP TO 32' 47 80 80 70 80 35 pp-222SSS T 712• UPT048' 37 60 80 47 70 Ran pl�q yg � R� TABLE 3 NOTES: ri o:T= H 10E 1. TABLE 3 SHALL BE USED ONLY FOR SHUTTERS WITH MULTIPLE STORM BARS. o 2. DESIGN PRESSURES FOR MULTIPLE BAR SHUTTERS SHALL NOT EXCEED THE DESIGN, 7 $ $ PRESSURES INDICATED IN TABLE 3. • 3. FOR SHUTTERS UTILIZING ONLY ONE STORM BAR,REFERENCE TABLES 1 AND 2. Q lag —y.---- - -- - -- -- — PRODUCTRBVISED WR1WBfDN. FANODPAE58 ——-— DWIdngCodo lmlhoF)oclJe 14-1960 DuildinS Coda _ _ a sw w No/ o -10 SCALEi-- - . E%P' o➢DWO O O .z PAGBDESCRIPTION1 89 Miomi Dada ct C6uPo1 ar� r. 1 R