Loading...
HomeMy WebLinkAboutProduct Approval 4/14/2018 Florida Building Code Online Rl— t SCIS Horne Log!n Us Reg�straunn Hot 7opics -Submit urcl,arge Stats F,Fa '.s PubCcatians F6C Staff BCIS Site Map Links search product Approval � � ysa;sllSER:r'u Ulic.ilser # Prpdutt Approval Menu>Product or AE�iica lar se.,rc!: > 4U L r.r_�,i Li5'.> Application Detail FL# FL13757-R6 Application Type Revision Code Version 2017 --- Application Status Approved RECEIVED Comments APR 16 '..M Archived 5T. Lucie County, Permittir1r., Product Manufacturer Town and Country Industries, Address/Phone./Email 400 West McNab Road Ft.Lauderdale, FL 33309 (954)493-8551 tomj,^a_.tc-alum.corn Authorized Signature Frank Bennardo 1v frank@engineeringex FILE C01, Technical Representative_ Thomas B. Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale,FL 33309 (954)970-9999 tomj a 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 Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2.018 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL13757 R6 COI iridep-IjLdf FLI�757 R6 C I n p2,Ddf FL13757 R5 COI Indpgjj Referenced Standard and Year ;of Standard) Standard dear ASTM E1886 2006 ASTM F1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1954 htips:l,Iv~,floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKqqkMAsTEN9A%3d°i"`3d 1/2 411412018 Florida Building Code Online a Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 M. o iv E uly-1-jut FL13757 R6 Eiv E u1v2.Ddf FL13757 R6 Eqi�v_�qu±Ya.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summairy ,_of Products _..._._.___.......,_._:. ______... ......_...._..._.___.w..... ..... _,... ._.__ .._ ......_._. __....._.__ _.__._ _..,._.__._ FL# Model,Number or Name Description 13757.1 i 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes13757 R6_II___�ngLp� Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R6 AE Evall.pdf combinations and additional limitations of use. Created by Independent Third Party: Yes 13757,2 6,8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11757 R6 11 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 Rfi AE Eval2,odf combinations and additional limitations of use. Created by Independent Third Party: Yes _. . _.. _ _._.._ .__._... ...... ___._.___._ _------ .13757.3 . _13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. ;'Limits of Use Installation Instructions Approved for use in HVHZ: No FL13757 R6 II Dwo ,p& Approved for use outside HVHZ:Yes ! Verified By: Frank L.Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R6 AE Eval3.pdf_ anchorage,etc. Created by Independent Third Party:Yes Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AAiEEO employer.�;opt 200'-2013 State of Florida Priyacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-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 45S.275(1),Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,F,S,must provide the Department with an ernail 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 yvu are a licensee under Chapter 455,F.S., plaase dick livm. Product Approval Accepts: Fr ) (... Safe https:/Avmw.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXOwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKqqkMAsTBN9A°/a3d°/n3d 212 6.8 ACCORDION SHUTTER FRAIIK L-�NNARDO,G.E. FOR USE WITHIN AND OUTSIDE THE HVHZ �K LICENS ' TABLE 1 TABLE 2 TABLE FOR LE SPAN U 4 SCHEDULE ND AE�6 ALLOWAB _ ALLOWABLE SPAN SCHEDULE MIN FOR SEPARATION FROM GLASS TABLE 3 ASTM ESSENTIAL FACILITIES ONLY FOR USE WITHIN THE HVHZ USE WITHIN THE HVHZ ALLOWABLE SPAN - Z' a x 11VI¢ HVHZ MINIMUM SEPARAnON SCHEDULE MINIMUM SEPARA710N S7A7E Op w M $V N POSITIVE POSITIVE WIND HVHZ FROM GLASS NON-HVHZ FROM GLASS s''c4 IDA LL].� N WIND LOAD LOAD WITH NEGATIVE PosnA0E POSITIVE DESIGN WITH CENTERIAATTS WIND LOAD DESIGN SHUTTER INSTALLATIONS INSTALLATIONS POSIT AND DESIGN SHUTTER INSTALLATIONS INSTALLATIONS ��/D11/ � n WAD UNIMATE O ALL PRESSURE SPAN 530ABOVE >30'ABOVE DESIGN NEGATIVE WIND PRESSURE SPAN 530'ABC" 13'ABOVE '�11,�4LIE„ \ ryty. 5 FS LOAD(P8F) O ORO i O WXINT61G (PSF) SDE SDE WIND LOAD ALL (PSF) GRADE GRADE LL f< Q O O OONDRI - (IN) (K) LOAD MOUNTING (IN.) (IN.) U K Q W Z G OR 33 i X IPSP CONDITIONS^ �L m INS 70.9 166' S.T 3.6• 00' _ 3.7• 1.1• Z 16.0 15r TSE 166•lmr lar lar or ar 1.7• 50.0 _ 156• or at• 1.r---- LIJ O_.j.S.Q Is of 3A• 1S 560 1501 110• 31• IV D3.a Lu 300 74T 166' 166• 90 120" 3A• 1A• BOA -..- 14i• 1601 S.6' 9S N K s x.=, SSA 14r 160• 116' 1601 ar 33•Tar 66.0 143' 801 at• 1.1• p W w 46.0 13r 140.0 13r � 16r or 3B* 1.1• 7o0 { _ isr of a1• 1Slar l or &W 13' 760 13r fs or a1• to 5S6.A0 10• 194• 7sr 40 Tor 3A• 1S BOA 12r 40 12V at• 2 00.0 12N• 191• 14W 1201 &W zr 860 126• 13r 6S' 2.r .� a" 121' 1�' 143" 19r ar 2S110.0 121• for Sr 4.r S _ 700 1101 121 131• 116• 5.r Sb• 95.0 11i• 601 a1• 1.1• 750 ttr 124• 133• 001 9A' 1.1• 100.0 _1101 of a1• 1.T BOAF12 12r 1201 or 9A• Lr 106-0 _ 11r 50 101 at• 2A• 60 1001 3A• 2A• 110.0 1101 1201 31• 23" - 050 120• 121• 120• i01 201 115-0 107' 13r w a11 ddd $ 00.0 1101 12Y ---- - xi BSA11r197• 6.r 9S 120-0 105' 168' 68' 6s100.0 lw 1101 801 3A" 1? 125. 103• 60"Or 90• 19' 130.0 101• or a1• 1S6' 10.0 1101 110'• • 3A' 2r 136.0 08• OO 1001 a1lor lir lir ' 21• =115-0 107• for 131 S.r 3S 110-0120' 31 2T120.0 101 106• µ. 301 13• 1'-�A BD' 801 ar E $rI 1210 for 70 gp„01, 9s 201 E 155A or 1M• 3.7• 1s j p 196-0 ioE ._ 12B' S.r 3.01 100.0 or 70 9r 9.7• 1S' Q �S 140A of 60• 3A 't r 186-0 81• 120• a11 R 04 145A or ' 9.0'go t.r 170A 701 13r 63' 4.r f6 ¢ 160-0 BE of Wr 2r 175.0 78• 801 a11 l r 3 155ABE _ ttE 3s 33• 180.0 74• or a1" tA- 160-0 Br or 10' 1.r 785.0 7r BO 90' a1' 22" 106A 81' 81• S01 13• m=0 70• 1101 ar 3.01 170.0 _ �• t70 of 3A" 2, 1 121' SS' 3.T 175.0 701 1101 3.r ar 200-0 801 9.1• 12• _. 100.0 - - 74• or 9.01 1.r s+FOR BUILDOUT MOUNT'MAXIMUM 110 Be a11 1.8- 6a 901 .. 185.0 - - 7r 120 7A' SPANS AND PRESSURES,SEE -.100 _ -. 105 a1• 3.T TABLE C ON SHEET 6/13 1801 air r ir 95. 12' 888 $e --- _ _ - ---- ---- **FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE T00.0 br at• 1� TABLE C ON SHEET 6/13 00' 1 3-1• 2S 106• 3.1• TABLE 1 AND 2 NOTES: @r, 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD TABLE 3 AND 4 NOTES: COUNTY FLORIDA. F (ti 1. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN d DESIGN PRE COUNTY AND BROWARD COUNTY FLORIDA. 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN 7Y 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN B PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN a� 3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. i Q OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: 3. NO SEPARATION FROM GLASS IS REQUIRED FOR IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF OOPIROIOIR84(L 09HYMPE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR - THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. 15_2338 t THIS CONDIRON POSITIVE ALLOWABLE DESIGN PRESSURES �^) 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE ANDOUTSIDE OF THE FOR EXAMPLE:rr BCALJti AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE IS PERMISSIBLE TO MUO NTT 0 A WOOD OR EING C CONCRETE BEAM PAW t HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM 7HE HOST STRUCTURE. WITH THE BACK OF THE SLAT FACING OUTWARD. 4. LINEAR INTERPOLATION BETWEEN OS TSTR SPANS IS NOT S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICANE PROTECTION PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, �� THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE �7 BE USED. USED. �ILJII \\\\ //// PE0046549NNNYDO,P.E. L.. BFB _ �.•' LICENS� � IVPE0046g49 7 OsrATr 0 e GENERAL NOTES: L�ENG\\\ ul LL Pi 111 0 •_�lot 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES - NO LIMIT zR o.<i Y CODE SIXTH EDITION(2017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE Z x gM S �2 (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION W W °v-w^ _ 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 of ° W REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE u w CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. M 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND ZONES,IN ACCORDANCE WITH ASTM E1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL Z w PLAN n CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. a 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND a VIEW m Y LL LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. to¢ w 3 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE T DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR W[r WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 f-❑ ~ $ SHALL BE USED. o.lT m 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC =w = mg r< 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL H g b 4 ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME x a F< PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE w E 3 CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR � g S VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM _m • THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING Si I OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND 6 SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE BOTTOM TRACK [`O. DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 12. EACH SHUNTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM - INFORMATION: g" TOWN&COUNTRY INDUSTRIES LOCKING MECHANISM SEE 3 FORT LAUDERDALE FL TYPICAL PLAN VIEWS MISSILE LEVEL D-ASTM E1886,E1996&E330 c TAS 201 202&203 sill I (� 3r FLORIDA PRODUCE APPROVAL NUMBER e 5 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCORDION a a a d a 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A SHUTTER ELEVATION MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4.0 OR 3/16.0 5052 N.T.S. ALUM.ALLOY. 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR 6C� BOX LOCK AT CENTER OR SIDE CLOSURE. 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. f s 17. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. e 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". 8 III 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. ffff 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 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:TT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE tc�e BACK OF THE SLAT FACING OUTWARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PAN DNPCptulmwl PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 23. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK 9 F NK L.BENNARDO,P.E. {PE0046999 2 874" Lj ROJECTION VARIES 3.610' 1994" ��\rl�`•' '•• .115" 2.782" 1.907' 997" lIC 7 $ .068" 997" i. 5" 1. 1.825" 251 825" 1.825" �1.706' iu I' 11 c .143" 1708" .143" .100' 1. 0RE0046549 ^ 066' 143 N .100" 1.708" 100" 708" ' .099' .195" 195•' =.1 3' 96'• 100" a 143" 195" 143' 143', ry 195" zoiOa .062' �.062' 062' .095" .062' 1.069' i/QNAE �"WW IAI630"Iz0 •• 1510' 062" 630' 16iIIII =062" 62" 200" 30" 62" .200"' AL .588' ZUm 608 630 1.250" .971" ��<971" .971" 09 1 OB" .095 ,�--y 11.069'748 z 0•• .250" 1.200" .095" .971" .030' W g N m w 3 610" 8 5.745"M X 5.745"MAX. 0'"W poz �j WALL LITE 2-LEG WALL In a�W i BUILD OUT WALL O HEAVY 2-LEG WALL O O HEAVY HEADER/SILL O LITE HEADER/SILL 01 W SCALES HALF SIZ SCALE HALF SIZE 3 SCALE HALF SIZE SCALE.HALF SIZE p LLW1 W SCALE HALF SIZE SCALE HALF SIZE �p .y WHERE SHOWN SCREW BOSSES (Sc FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 2.655' n 2.655" 1..825' .875' 2.195' 1.230' 219S" .510' LO 1825-583" 2.655' 2.365' .510' .460' .085' 1•' u .600 510" N L1 10 `' n mww P I I N .695' T., Z 5Ir 40 f .+ N 4 I�1 N .SOS' I.�j o mT781' 1 � �YS .105' NTYP N m o060' r 105" 1230"L 1.069'YF'875" 3.635" I i� I 2 300" 4.510" 1985' 4.510' 2.195' k ^4.510' 250" 2.195' t � a OSILL O SILL ADAPTER r 1p EXTENDED SILL ADAPTOR 11 MID SILL 12 MID SILL ADAPTOR SCALE HALF SIZE O EXTENDED SILL SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE L - SCALE-HALF SIZE SCALE.HALF SIZE 1994'. .143' 143' 4.603" 30.225• .314"' 1.708' o ! s qe_ LL 4.140" 06 .043.. 325" 3.963' b 3 alba 258" .297" .150R m 1.570' .510' o in in {I q�I w a! N 030R .054" .0 2" o n1 o N m fi 1625" .069" 3.410' ; n .341' 0.080' a II >t It It i 1.721' .133' 0.080' 0.117'N 060' 13 TYP. 6.8 SLAT/BLADE 17 6.8 STARTER .682' .630' .096' N m O SCALE HALF SIZE O SCALE HALF SIZE II 0 p .130' .0 2' 2.822' 0.115' •^o p00Q N .: m ni I .621' .� 16 RADIUS CEILING HEADER/SILL N 0.096' 1$ WALL SILL c 4.510" ^m• SCALE:HALF SIZE .180' .080' SCALE:HALF SIZE Ilk 1 I .310 ?N °` CCPMWFRVKLE38VMPE 4.102" 630' z27 Oeo ti fuo.oso 15-2338 054" .420' NAGS DNNClOrRolh 14 CEILING HEADER/SILL 15 6.8 STACK/CONECTOR SLAT/BLADE SCALE:HALF SIZE �8 WALL SILL CLIP 13 SCALE.HALF SIZE SCALE HALF SIZE I i 16 `C 11 1 1 1 1 1/// P00046549 P P.E 1.950" SSS L,.. .• 2V.0621' 018' #10-24 THUMB 2B0" S` IY'125 SCREW - STAINLESS STEEL Z _ ASSEMBLYm I> 320m HOLENo PEOU46549 Niq NW 050" %22 WHEENYLON -b G Q 40.. QSTATE OF ( Lu' '•F P •' Fm"� o[OR10I,IJ ., uTYP.AT EVERY OTHER i g5' MAX. L INSIDE JOINT AT TOP /l/" AL EN LqLL &'^m 20 RECESS SILL FOR USE WITH 7j7///III11t11``` 11•IlU oul=���. SCALE.HALF SIZE ® AND ®ONLY CYLINDER-SOLID BRASS,NICKEL PLATED Z ui U i g ANGLE 22 ROLLER ASSEMBLY HOUSING-ZINC OICAST,POWDER COATED ��,111111Q V>W ggg`v� SCALE HALF SIZE 21 SLIDE ROD SCALE-HALF SIZE NOTE.MAY BE KEY OPERATED OUTSIDE OR THUMB Z^ pt In �w SCALE:HALF SIZE TURN OPERATED INSIDE. WW �gO- r .250 23 BRASS PUSH LOCK rL W_p7 C NYLON WASHER SCALE:HALF SIZE U/LU d=u' b LU OR ALUMINUM ,357' R)S W 6 (NYLON BUSHING 276, 'Pfp f• 4.000' OPTIONAL) O .500' 14 x 2-3/4"410 HT S.S. io 0 PNSCREW w/ m.062' m U? mr. d C ULTRACOTE COATING ,� 2.250' YP TOP&BOTTOM)WASHER: .154' .137' N W.8 7/16"0 x 1/2"(d INTERIOR JOINT TOP m .224' 0=-8 7/16'•0 x 1"Cul INTERIOR JOINT BOTTOM '� rd EITHER CAN BE USED ON EXTERIOR 26 BOX CENTER INSERT 2.750' 2.000' =g a SCALE:HALF SIZE 24 BUSHING ASSEMBLY DETAIL 27 RAINGUARD 2g DECORATIVE FLOOR TRACK i= °` SCALE.HALF SIZE SCALE HALF SIZE SCALE HALF SIZE -m< ty' 1978'. 2'125' 1.742' 2.642" .623' .236' .286' 2.702" j u4 1.710' 1. 4' .267' m 1&-3443 110' 2 465" 2.289'b o zz161.084. °^ .090' m M mm2600 . V1 .284 -' 1200"o26, o m 1100" 1.100"°� 190" .250" m Nt1.06 .239Nnnvm2S0" 12S' '•'.496' 1.758' 3.476' �. 125 ,,f� .125" in m .160' •1.001' .062, tu .222'4'-t .062'• .176' .190" 725" _ e� 29 30 O MALE BOX CENTER O FEMALE BOX CENTER O OUTSIDE CENTER MATE O INSIDE CENTER MATE s+ 2003 6.8 CENTER MATE UNIMATE LOCK 31 32 33 34 SCALE HALF SIZE SCALE:HALF SIZE SCALE-HALF SIZE SCALE HALF SIZE SCALE-HALF SIZE SCALE HALF SIZE O ^ .062' Oa (i STEEL0UT STAINLESS -S1--- � Q -l\ NOTE ATTACHMENT SCREWS FOR 5.500' x 13/16' WIDE f"-{.400' \ END STRIPS SHALL BE#10 TORR 30 11 HEAD STYLE VARIES OR w HAND'TIGHTLLIPS ENEDEONLREWS, D 38 THUMB SCREW ,� � �, •y� SCALE:FULL SIZE .250'r-�' •'W M I 1/4-20x1 OR 5 16-18x1 in 'vt MACHINE SCREW STAINLESS N,• "'\ ' �R M 5/16-0 INTERNAL �' Q• n N STEEL v 0a m CiTPNCHTRWKLBFNYlmOPL .188' THREAD TYP. 37 T-SCREW INSERTN Loso• °�15-2338 R 4.500' - j--}.689' POWDER COATED,ZINC DIE-CAST SCALE:FULL SIZE M�.� DRi SECTION A m P �OO PAosarto EvNP DELTA MODEL 2022 3g T-LOCK ADAPTER � �, .254• 40 40b 40c INDUSTRIAL SYSTEMS (OPTIONAL) 7.DDD a' END STRIP 1" 13 35 BOX LOCK SCALE:HALF SIZE SCALE HALF SIZE 39 2X7 ANGLE 2" & 3" EXT n g SCALE HALF SIZE o• ' 125' SCALE HALF SIZE (a� $$I a `AS1t1I11111// FRANK LSENNARDO,P.E. FASTENER C61 18"O.C. DIST. EXISTING GLASS (USE ANY ANCHOR SHOWN EXISTING GLA55 EDGE DIST. n.- N IN ANCHOR SCHEDULE) e 004654Nei EMBE SILL (INTERIOR)ALT DIR CTION Jiz77; � Gn EMBED. 17 $ � o OF ANGL LEG •y x _ �` a (INTERIOR) ti ATE OF W 8= M 0 062"THICK 6063-T6 '•FLORID. iiiF m ��N UM.ANGLE V x 1"MIN. / NA,- �IInLL >iH E 0 2"x 5-MAX.(ANGLE LEG 3 4 29 290 / 11 j11Itt R C 3,: 156FF DIST. AY BE RE VERSEDI �>V �'�S 38 28 ASTENER Ccb 18"O.C.IUSE ANY 13 15 13 ANCHOR SHOWN IN ANCHOR 13 13 13 13 SCHEDULE.1"MIN EDGE DISTANCE) T021 8 8 3 29 9b + pJ mz�Ww 29 4112 x 1/2"GALVANIZED BOTTOM 1/4-20 THUMBSCREW (EXTERIOR) WW F 6.80"(TYP.) INTO CENTERMATES 1/3 OR S.S.SMS,3/16"0 ALUM 0 u 3LL.. (EXTERIOR) 1/4-20x1 THUMBSCREW INTO POP RIVET,OR 1/4-20 TO 2/3 SHUTTER SPAN ECEIVING HOLE U7�>iW THREADED HOLE.LOCATED(al MACHINE BOLT&NUT SHALL BE 3/8" W 1/3 SPAN TO 2/3 SPAN FROM 18"0 C MAX WIDTH UP O W (FTI TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES TO 1"HEIGHT 0 T b SCALE 3"=1 '-0" 58'-3" USE TWO THUMBSCREWS MULTIPLE SHUTTER ASSEMBLY ON BLADES>8'-3",ONE(o 1/3 SPAN LOCKING DETAILS FOR SCALE:3"=1'-0" AND ONE AT 2/3 SPAN FROM BOTTOM CENTER MATES USE 11)BRASS PUSH LOCK OF BLADE,TYPICAL.FOR LOCKING^^ SHOWN ON RANDOM A OR(1)5/16-18 THUMB SHUTTERS,A BRASS PUSH LOCK(2s DETAILS SCREW Ip1j0 THREADED MAY BE SUBSTITUTED WHEN USETTWITH INSERT (377 AT 1/3 SPAN CE NTERMATE#29 AS SHOWN.RECEIVING SEE END STRIP SCHEDULE W g "'SSS TO 2/3 AN FROM HOLE FOR THUMB SCREW MAY BE 7/16" r FOR MAX SPAN WHEN v BOTTOM OFSHUTTER `� REC EIVING HOLE SHALto 38 73 its USING l0a,40b OR GOc �Fa 3/8'•MAX WIDTH,UP' IN 1"HEIGHT. END STAN SCHEDULE "' Q.:R C m SE O Z YBIO(2.77 62 "108' \ 40 USE APPROPRIATE a ui _ _ _ 72 1 4 STARTER STRIP E ® - PRO CLOSURE FOR rr 13 112 80" BUILDING CONDITIONS. 7 2 7' E ; (INSIDE) 3 2" 7-) 62 96, 72 ' 83" `FASTEN STARTER Q STRIP TD TRACK W/ • 3-810(4,� 82 88" AT#CORNER Oxl CREWS @ Q I 72 74 ND ALTERNATE ESTRIP DETAIL (HAND-TIGHTEN ONLY) 1.6'x3' 45 SCALE 3"=T-0"" ANY TRACK , x0.093- 8F W/SCREW BOSSES. ANGLE 1" 78" E W .mbS4�` I 70 75" _..__. p SILL L l73 73" to I p I 2"0" 45 139r 'r II EF V) x0.125" 52 57 12W EXISTING GLASS p Z \ ANGLE 6 -ALV 120 USE 11)BRASS PUSH 30 13 64 118 iJ?- OR(11115B16A-58 TU (INSIDE) E a LOCK OR(11 5/16-18 13 3 109' �~ SCREW 1 0 THREADED E THUMB SCREW INTO 30 2'x4" 45 145" $`�< INSERT (371 AT 1/3 SPAN THREADED INSERT(3� x0,125- 6 135' TO 2/3 AN FROM /7 F AT 1/3 SPAN TO 2/3' � 57 729' a `a BOTTOM OF SHUTTER .[ R SPAN FROM BOTTOM OF (OUTSIDE) i 5 s SHUTTER.RECEIVING 1 1• � � a HOLE SHALL BE 3/8" 7 11" y e MAX WIDTH,UP TO 1" 3 HEIGHT. 73 1 4" w D� I FOR GREATER SPANS O0.LOADS 5 30 r �Q THAN SHOWN IN END STRIP TYPICAL OUTSIDE CORNER CLOSURE - - - - - SCHEDULE,END STRIPS REQUIRE CCl DETAILS WO/CORNER POST \\\ USINGA ANCHOR ONT"'reS'AN 3N401 t3 3 30 �°A1"�LeeKwooPt NTS 13 \ ANCHOR SCHEDULE B f 14x3/4'TEX 15 \` OUTSIDE 15-2338 SILL SCRNEW OR I/4-20 BOLT TO END 31 2 (OUTSIDE) - #. USE(1)BOX LOCK AT 1/3 Nam - l D[�C�IITICNL A SPAN TO 2/3 SPAN FROM _ BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE � W=� CC2 =mO " MULTIPLE SHUTTER ASSEMBLY 93 DETAILS WO/CORNER POST Seg o SCALE 3"=V-0" NTS � FRANK L.DEMARCO,P.E. 2 FASTENERS ALUM. TUBE _ `71\11111111/ PEOo+6549 EACH ANGLE 6063-T6 ALLOY C2 CONNECTION TYPE SEE TAR A FOR SIZE. `\ REFERENCE ANCHOR EXISTING `� /� SCHEDULE FOR MAX STRUCTURE C�••'vC; •• 1"x 2"x 1/8" SPACING {,� OR 2"z 2"x 1/8" \ C1 CONNECTION TYPE 1/4-20 POA "EC��kC ALUM ANGLE ° 1 REFERENCE ANCHOR W/NUT(tD 12"0 kC�65 THREE 3/16"B 13 I SCHEDULE FOR MAX 014 SMS: 6:'O.0 ALUM. ° SPACING 1/ ITYP.TOP-6 gOTTOMI* rrnn roN U; POP RIVETS 1/ Q STATE OF Z �� OR ° 17 ALTERNATE THRU BOLT �.(�'-• 111 i^ I THREE pit SMS. 3/16"0 ALUM POP C1 CONNECTION TYPE N R •••:°CORIOP.- iJ �s3 17 RIVET OR#12 SMS REFERENCE ANCHOR ^R 21 / a lly` C�18"O C (TYP 1 SCHEDULE FOR MAX. o �R lel III[""�yyyOOO O�ygL Ew oW= o TABLEA(cCt) IF �� SPACING FOR O /111111111 rfrn1� V P IKEVSALLOWABLELENfsTN MAY USE MALE OR I I I o:�:f u� jQ W LLgo t pSF �0 FEMALE LOCK-SLAT) 1 6 FOR HM12 L I13 j Z WW O"' F"w U T17 130' 183' 13 L_ GLASS FOR MN. = a w U'+IU"'oz p Tt 124 lA` OR DOOR TO CLASS. X o m 3 K W w b CC TYPICAL CORNER CLOSURE DETAILS �'` `� a a In w 92 114 165•82 119" 17r I NTS ` _ TABLE C: = ,9C)F� SCHEDULESALLOWABLE SPANOft Nq�' \ ES R 110' 1f0' TABLE B(OC4) ALTERNATE THRU BOLT BULAOIFF MOUNT r \�OR N 120 Iw 14T CS CONNECTION TYPE (DETA%.rT a \ 1 n ISO 9T ITT PRESSURE VS ALLOWABLE LENGTH REFERENCE ANCHOR MAX MAX w p N 'OPOk SCHEDULE FOR MAX S d8• IH' PSF a:," X11 r LIFTER DESIGN vV SPAN PRS C1 CONNECTION TYPE 1• 1/4"MAX.FROM PIN L'+ REFERENCE ANCHOR J� GUIDE TO BUSHING 113" 166° In W. -1-301 PSF /' wig y 62 SCHEDULE FOR MAX. F-- - WASHER ITYP.) w 121 q1. +/-331 PSF SPACING II 1" 1 -.8 72 lOT 35T 11t IN. +/-31-9PSF 82 101' 14T •�I I I 14x3/4•'SMS 9"O.0 fa g 1151.. +/-327 PSF ___J I E N ANGLE TO TUBE CONNECTION 92 139" 1121N. +/-33A PSIF / 7. n m 90. Sy. EXISTING 2"x 2"z 125" 120 1101.. +/-341 PSF CONCRETE. EMBED, 6063-T6 ALUM.TUBE _ 83" 127 107 IN. -1-35.2 PSF =m LSO BLOCK OR 74• 109" 1081.. +/-359 PSf 5 CONNECTION TYPE 200 18W +/-Ns PSF WOOD FRAMING REFERENCE ANCHOR C 1-1/2"MIN FOR CONCRETE 101 W. -/-37.3 PSF SCHEDULE FOR MAX r W OR BLOCK AND 3/4"'MIN SPACING Sl O 99 M. +/-380 PSF 3 FOR wood gSW, -1-39.6PSF Cb ALTERNATE BUILD OUT MOUNT SECTION 3 g ASTENER Cm 18"OC 921.. */-409 PSF SCALE 3--V-0' r` ,Q IUSE ANY ANCHOR SHOWN pIN• +/-/2305F g IN ANCHOR SCHEDULE) 961N. +/-43APSF -g lip;WL +/jSA PSI 81 ql. .-465 PSF ACCORDION SHUTTER 78 W. +/-483 PSF PER PRODUCT APPROVAL w m 761.. +/-49.5 PSF ¢ 741N. +/-50.9 PSF j w 3/16 RIVET OR#12 2"x 2'•x PINSIDE 721N. +/32.3 PSF APPLICABLE AT TOP �^✓: SMS(O 18"O.0 OR 090"6063-T6 t� 701.. +/-539 PSF ¢x E ALUM TUBE TYP . AND/OR BOTTOM x x 1/4-20 NUT E BOLT 17 681.. +/35.4 PSi IT YP.1. 3/16"0 ALUM.POP IN. +/37.0PSF . 2.Otr wALUM. TUBE RIVET OR N72 SMS J 6063-TES ALLOY CO 18 OC.ITYP.) FOR T'SEE TABLE B 2..x S'.x 1/8" XFOR SIZE. 2 FASTENERS x CONTINUOUS 3 N W p 1/2°MIN.EACH ANGLE ALUMINUM ANGLE L i� 2X3-%Sj°%@ FOR HN4 2.17$" 1"z 2"x.093" OPTIONAL ANGLE SEE TABLE 2 oma CONTINUOUS CN6063-TES ALUM THREE 3/16•'0 ALUM 17 ORIENTATION TYP7 GLASS x: p Z m 2'x%'x CONTINUOUS ANGLE•TYP POPRIVETSOR OR DOOR A 17 THREEN12 SMSTYP. TO GLASSTES ALUM1"x 2"x 1/8', uTHICK 6061-T62' CK FASTENEDt3 ALUM ANGLE ANGLE FASTENED TO¢ n CRES AT 3' EXISTING 3 KSIUSE MALE OR FEMALE CONCRETE MOST COPFNG T FRAY(LBBP4VW PE LOCK-SLAT) 5 6 C4 CONNECTON TYPE DS AND 9'O.C.13 REFERENCE ANCHOR STRUCTURE WITM BALANCE15-2338 SCHEDULE FOR MAX. 1i'�O ELCO ULTRACONS 2-1/2-MINPACING AT 3'FROM ENDS AND G CONCRETE (OUTSIDE) D 4"O.C.FOR BALANCE HOST STRUCTURE(3000 PAGE DESCRIPTION: M12 x71/2"GALVIANIZED WITH 1%°MIN PSI MIN) OR S. 6"0 ALUM.TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR1/4-20 SIDE CLOSURE OPTIONS EMBEDMENT AND 254' SEE TABLE C FOR MAX SPAN AND PRESSURES EXISTING CONCRETE, MIN EDGE DISTANCE, NTS MACHINE BOLT L IN SCALE-3"_1'-0" BLOCK OR WOOD FRAMING 13 CA 1B"O.C. STAGGERED WITH 3° -- EE INSIDE SILL MOUNT SECTION MIN.SPACING,TYP.O BUILDOUT E: MOUT S SCALE:31".V-0" 1 00 FRANK L.SENNARDO,P.E. REFERENCE TI ON TYPE REANC OR EXISTING ``\11T 1117 EP�Owsss 2 FOR i,$TIC SCHEDULE FOR MAX. STRUCTURE ��� Al FOR ASTM O- E�ENTIAI SPACINGESSENTIAL �.•"• • p O a ¢ 5"MAX [1•' GLASS W w> GLASS EE T N W Cl CONNECTION TYPE 1/4-20 MA�i�It�BOL OR DOOR u - OR DOOR w m REFERENCE ANCHOR W/NUT(Ib V'Bf E. OR SEE TABLE 4 r u N t FOR HVHZ w O SCHEDULE FOR MAX. #14 sMs(IG�4 C NO PE 6549 - e FOR HVHZ = a Hipp Yllu 2 13 _ =O SPACING 2- (TYP TOP_830TTOM1 * - SEE TABLE 2 rF1 FOR MIN. 73 m'.d 0 SEPARATION 7, SEPARATION % N- TO GLASS V'L7 1/4"-20 THRU BOLT W/ TO GLASS a=a u #12 x 1/2"SMS P 12"OX X m Z m w r ///��� %p STAT o f LOCK NUT(Ol 12"0 C.OR X r"�m OR 3/16"0 ALUM.POP a u a F o m �OR�ORJ •, Ir 'P1 0 N ® F _ mr #12 x 1/2"SMS 12"O C E S L7 r a E 0. w � r RIVETS @ 6"O.C. OR 1/4"8 N w O OR � s COR OR 3/16"0 ALUM.POP w O r ALUM POP RIVETS(ol 12"O.0 Q7 S/ N ZF RIVETSCm6"OC ES \ �N r/ /lO1 NI L pW= n OR 1/4"0 ALUM.POP RIVETS / 11 AND O2 11: _ - U. p 12"O C E S. ASSEMBLY 1/4"MAX.FROM PIN F 3 F 7 j^I �1111 r>q"g'',w 1/4"MAX.FROM PIN O Uel <W i i$ / 1/ 1/2"TYP. GUIDE TO BUSHING F r =Q 0 m Q AND OO GUIDE TO BUSHING o WASHER(TYP 4 0=1°=� ZX L use ASSEMBLY WASHER(TYP) m _ GLASS Tnn7 &FOR HVHZ v=irpN� Wu! V,MyW���-ttttw_CJ / 1/2" 1/2"TYP EXISTING CONCRETE, W 4 CONNECTION TYPE OR DOOR—•yl SEE TABLE 2 to z 0 ao o BLOCK OR WOOD FRAMING REFERENCE ANCHOR u FOR MIN. Q w O:Q a ro / EDGE SCHEDULE FOR MAX. SEPARATION f O a r IA W w 3 CONNECTION TYPE DIST. To GLASS u'A p w r. REFERENCE ANCHOR SPACING AS SHOWN a 100 EDGE SCHEDULE FOR MAX 4 CONNECTION TYPE IN DIAGRAM ON PG.10) / DIST. REFERENCE ANCHOR SPACING AS SHOWN SCHEDULE FOR MAX. r L-C3 CONNECTION TYPE IN DIAGRAM ON PG 101 SPACING ALT.FASTENER w o 6 R .. REFERENCE ANCHOR EXISTING CONCRETE, LOCATION FRONT AND SCHEDULE FOR MAX. BLOCK OR WODD FRAMI BACK ANCHORS NOT REQ'O O 1/4"MAX FROM PIN / SPACING.ALT FASTENER WITH THIS LOCATION 2' A \ Cl CONNECTION TYPE GUIDE TO BUSHING n / ® LOCATION.FRONT AND •• WASHER(TYP.) BACK ANCHORS NOT REQ'D INSIDE MOUNT SECTION REFERENCE ANCHOR y E / 1/4"MAX.FROM O SCHEDULE FOR MAX. 19 WITH THIS LOCATION W g PIN GUIDE TO SCALE:3"=1'-0" SPACING 5 CONNECTION TYPE BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR Na`" $ IT YP.1 SCHEDULE FOR MA%. j9$ C SCALE 3"=1'-0" EXISTING CONCRETE, SPACING / NOTE:FOR DETAILS A.B.D.AND E ON THIS SHEET, BLOCK OR WOOD FRAMING EMBED. _ aT THE BASE TRACK MAY BE INSTALLED IN SECTIONS / WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS O BUILD OUT MOUNT SECTION -m` / A MINIMUM OF TWO SETS OF ANCHORS AND IS A CO TYP. BOTTO MINIMUM OF 12"LONG THE SILL OR CEILING TRACK EXISTING CONCRETE, SCALE-3"=l'-0 m fp USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING K OVER THE GAPS BETWEEN SECTIONS EXISTING p EXISTING CONCRETE, STRUCTURE O BLOCK OR WOOD FRAMING EDGE DIST, 4 CONNECTION TYPE C2 CONNECTION TYPE W/EXTRUSION /2 5 EMBED 1 CONNECTION TYPE REFERENCE ANCHOR EMBED 5 CONNECTION TYPE W/EXTRUSION #1 I3 REFERENCE ANCHOR SCHEDULE FOR MAX REFERENCE ANCHOR SCHEDULE fOR MAX. W E E 5 6 SPACING SCHEDULE FOR MAX O SPACING AS SHOWN SPACING a IN DIAGRAM ON PG.10) 1416 1/2 &R@&R@" 1/2" 3 4 7M ¢ a � w. o GLASS L 4 w 0"' a N w OR DOOR 3 FOR HVHZ 13 r V,w 0 FOR W w w m N w #12 x 1/2"SMS Cd 12" SEE TABLE ' 1/2" rJ FOR MIN =I,Zu` CIC OR 3/16"0 ALUM SEPARATION - O In 13 1^ 0 68 r » POP RIVETS(m 6"O.C. X 0 z m GLASS OR =i = Inn; � A FOR A TM r O 00 OR 1/4"0 ALUM POP a a s DOOR !FOR HVHZ n r o J ¢ ¢a! PARATION GLASS F I E 3 =r Zuw RIVETS(x112"O.C. Y OuNr FOR MIN. XZozm O OR DOOR—�•� E T FOR Q Z M ATO GLASS HVHZ SEE TABLE 2 X Z O Z m 1/4-20 S.S MACHINE N a 0a O7 ANDOB 1/4"MAX.FROM PIN a SCREW&NUT(A CLASS E �Va1 GUIDE TO BUSHING e 12"OC. ASSEMBLY 1/2" TYP WASHER(TYP.) w r1 o O � 1/4"MAX.FROM PIN 1/4"MAX FROM PIN m a X W 4 CONNECTION TYPE t/2'• GUIDE TO BUSHING a GUIDE TO BUSHING &R@ WASHER(TYP.) +! WASHER(TYP 1 EDGE REFERENCE ANCHOR, lP EXISTING CONCRETE. 015, SCHEDULE FOR MAX C2 CONNECTION TYPE W/EXTRUSION 2 COFIRW HVNl L�IINW PE BLOCK OR WOOD EXISTING CONCRE SPACING AS SHOWN 5 CONNECTION TYPE W/EXTRUSION :1 FRAMING BLOCK OR WOOD FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.10) REFERENCE ANCHOR 15-2338 ® OR REFERENCE ANCHOR SCHEDULE FOR MAX. ' 3"x 3"x 1/4"CONT 4 CONNECTION TYPE #12 x 1/2"SMS CO 12" SCHEDULE FOR MAX SPACINGi1 6063-T6 ALUM.ANGLE REFERENCE ANCHOR 0.OR 3/16"8 ALUM. SPACING.ALT FASTENER EXISTING CONCRETE. EAOlOrQililON1 (MAY BE REVERSED LOCATION FRONT AND BLOCK OR WOOD FRAMING S SCHEDULE FOR MAX. POP RIVETS 6"O.C. BACK ANCHORS NOT REQ'D AS SHOWN DASHED) PACING OR 1/4"0 ALUM P WITH THIS LOCATION RIVETS(#12"OC 93 Op WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTIONO WALL BUILD OUT SCALE 3"=1'-0" SCALE:3"=1'-0" S CTION SCALE:3'=1'-0" FOR ACTH GfCCN7111 1111 1(/ NK L.�NARDO,P.E. i FaGUT1ES SEE TABLE 1& LL FOR HVHZ SEE TABLE 2 EXISTING 1/4-20 ` .Qa•' /yy'•� GLASS OR MIN.SEPARATION TO Z-+ a STRUCTURE ALT LEG DIRECTION MACHINE ft' OR GLA55 730 0. 1216063-T6 ALUMINUM BOLTW/NUTNop DOOR ¢w ANGLES PER BEAM END, @ 12"0 OR =7R T EO0469 w O n I SIZE PER SPAN TUBE #14 x 3/4" - _ 1/4"0 ALL .I SCHEDULE POINTS SOLID - SMS 6"O.C. SPAN TUBE SCHEDULE _ _O C =wQ j SET ANCHORS SPAN TUBE NUK6FR OF Q,;�,„, u brNr WITH 7/8"MIN. ALLOWABLE TUBE NUMBER OF "' WUM Y NN N Z EMBEOM E NT IN PER DESIGN SPAN THRU-BOLTS ANCHORS PER W 0 CONCRETE OR ACCESS HOLE SCHEDULE S� S ANGLE ' •',.RIDP, lii.~.1�1 H^ = a BLOCK,3"MINSPAN J F�� SPACINGAND m TOP iM31TOM TOP BOTTOY TOP BOITOIA W j 0 3"MIN EDGE V, FOR _ TUBE TUBE TIKE TUBE TUBE TUBE X DISTANCE. - . Z 80" 1238' 135.7 2 2 2 3 t' r mwUN a F o] ee• 101.r 106.9 2 2 3 3 r T Q" g` 6 00 0.125 � $3"MIN 1416 a w m 123 N.0" 94.P 2 2 3 3 T TED DIST. 2k8k 128.1" 757.0" 22 2 9 C T W^ M1wo �u/2" ASTM ESSENTIAL FACILITIES 13 p.1� 174.6" 724.7• 2 2 3 3 T r Y7 W,.- _ 11/4"MAXFROM PIN GUIDE TABLE 4 k FOR HVHZ SEE Z 123• 102.8" 1 109.6" 2 2 1 4 4 10 10• I" TABLE 2 FOR MIN.SEPARATION waw s i w TO BUSHING WASHER(TYP.) OGLASS R DOOR TO GLA55 N m nim 138.0' 196.P 2 2 3 3 T T V10C u, TWO 1/c"0 WOOD1/4 a 0.125 95 122.r t55.r 2 2 3 4 T 10• W 1/4" THRU BOLTS = 123• 115.4• 137.5 2 3 4 8 15 LAG SCREWS C)24" SEE BEAM ~f~ ~ "• MIN SCHEDULE FOR W l7 65 16&1" 240.5 2 2 3 0 C.MAX.WITH 2 4 Zr10' THREADED PENETRATION ED.DIST. EOUIREOMBER 3" j 0.197Ok g8• 140.5 228.P 2 8 ♦ 8 10 15 .. "T^INTO CENTER OF STUDS w O.i85 -123" 7327 203.1• 3 4 6 1 7 113• 19" EMB."T• T SMS Col TRACKMIDSPANT BETWEEN _ 1416 TO MAX.FROM PIN GUIDE SPAN TUBE SCHEDULE NOTES: s STU05 FOR TRACK TO 1"x 4'. TO BUSHING WASHER ITYP.1 x x1 4 R x xi 4•ANGLES FOR 2'x5'&2"x6'BEAMS. 2. USE 2"x5"xl/4"ANGLES FOR 2"XB'&2'x10"BEAMS. PLYWOOD& TUBE CONNECTION 1/4"0 ALL 3. USE BEAM SCHEDULE FOR DETAIL J. BLI STUCCO FINISH POINTS SOLID ^'� t"x 4" 125" SET ANCHORS __ SPAN TUBE PER DESIGN 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN W�g c� 6063-T6 ALUM.TUBE WITH 7/8"MIN. - SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED G EMBED HENT IN - TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. F m THIS DETAIL TO BE USED WHEN STUD SPACING CONCRETE OR 1/4-20 MACHINE BOLT 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH N I m EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. BLOCK,3"MIN 'H W/NUT Cd 12"C. SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN 7.�a n SPACING AND 3" I 121 6063-T6 ALUMINUM TUBES SMALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, O MIN EDGE ANGLES PER BEAM END. OR#14 x 3/4"SMS @ ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN _ m O WALL MOUNT SECTION THIS DETAIL MAY DISTANCE. SIZE PER SPAN TUBE 6"O.C. AS THE SUM OF THE SPANS ABOVE AND BELOW THE BEAM. _ SCALE 3"=1'-0" ALSO BE USED EXISTING SCHEDULE 6. LAP BEAMS ARE NOT ALLOWED. u AT TOP ACCESS HOLE STRUCTURE ALT.LEG DIRECTION 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. E EMBED. MAX DESIGN LOAD=s 72 PSF E S OBEAM SPAN SECTION $ -GLASS w o J SCALE.3"=1'-0" FOR ASTM ESSENTIAL OR DOOR H I FACILITIES SEE TABLE 4 B 13 D .n FOR HVHZ SEE TABLE 2 N I EXISTING WOOD �?- FOR MIN.SEPARATION TO Z TRUSS OR RAFTER 1/2 3 1/2 O CLASS Q a (Ill 24"MAX.0. -1/2'1-1/2'1 i (p E Vt EXISTING FINISH I i I \ w MATERIAL I ! II L 5 6 I .I 1/4"MAX.FROM PIN GUIDE I II o 1� 16 TO BUSHING WASHER(TYP.) 1"x 4"x 1/8"6063-76 Ik II rw 1/4"TILE(TYP.1 ALUM.TUBE W/THREE i 11 7/4"0 WOOD LAG I I I TE FINISH MATERIAL RNA SCREWS WITH 2-3/L" I ALTE 3/4"PLYWOOD MINIMUM THREADED II I od I[! PENETR."T"IN WOOD @7 I!€E n 1/4"0 A325 GRADE THRU BOLT Col 7"0 C t EACH RAFTER OF TRUSS, \ gg OR 5/16"0 5.325 GRADE THRU BOLT(d 12"O.C. 24"O.C.MAX,WHERE 5 6 GALV OR S.S. TUBE EXTENDS BEYOND ' pp 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THA y 2"x 5"x i/B"6063-T6 5"0 W/1-1/4"MIN.EMB. 6 EXTEND TUBE TO W m . fq� OR 1/4"0 LAG SCREW @9"O.C.W/1-7/8'• NEXT TRU55. �\ ALUMANGLE W/THREE 1/4"0 WOOD LAG iR MIN.EMB. IN WOOD SG=0.42.TO 0.55. I-o=w O SCREWS WITH 2-3/4" C0Wg91RNaFFLeE)WNBIDFE 1/4-20 S S MACHINE SCREW P13 =_ x MINIMUM THREADED 12"0IN BETWEEN TRUSSES a r w pENE TR."T"IN WOOD(ol 15-2338 EXISTING CONCRETE. WITH 1/2"0 ACCESS MOLE ON l7_ _ HOLLOW BLOCK OR 2"x S"x 1/8"CONT. BACKSIDE OF TUBE OR#14 SMS X w a Z 0 EACH RAFTER OF TRUSS, SCALE, 'E W000 FRAMING.SEE ALUM ANGLE(6063-T6) Cal 6"O.C.MAX.IN BETWEEN a w Q a A ANCHOR SCHED.BASED F O n r 24"OC MAX WHERE ►AiloemLk CLVT ON TYPE OF STRUCTURE u N ANGLE EXTENDS BEYOND a LAST TRUSS MORE THAN - IMAX DESIGN LOAD x 72 P.S F.I 6", EXTEND ANGLE TO PASS THRU DETAIL (MAX DESIGN LOAD x 72 P.S F) NEXT TRUSS O SCALE 3"=1'-0" O TRUSS MOUNT SECTION (� SCALE:3"=t'-0" O GLASS OR ���� DOOR FOR ASTM ESSENTIAL 4G FACILITIES SEE TABLE *.• NO F0046 w 4 FOR HNIZ SEE GLASS OR z GLA55 OR ODOR — DOOR m ABLE 2 FOO MIN. ¢w I I FOR O o. FOO ASS 0: SEPARATION i0 CLASS Jm ____ ___ ___ ____ .. IO d l. D:O v F FA E�CSILSI7NIETSIAL W O w j I I OT'- ST OUs TABL 4@ FOR F TABLE I k FOR w ti J ~ N 'm I I '•'cC T O 2FOR MIN. =aa� 2 MN. wIm FZwo �i�iS/ SEPARATION TO VI a O SEPARATION TO N F t7 u 4"MIN // uJ W` CLASS a x W w CLASS 'Z , 13 X w¢z /III Lai,:E i E m Z H o i J�a RADIUS HEADER MOUNTED rrn > W 13 Z r a 13 a Z. x Cl CONNECTION TYPE a PARTIAL ELEVATION LIQ Q m 1,31 z o -+O REFERENCE ANCHOR a0 h � S "N SCHEDULE FOR 20 ut 28 a Q SPACING `i 250" W W V W_z Z .250- .250' ut / 13:IZL /4"0 TAPCON Col 24" C6 CONNECTION TYPE °J r 8 N W E W OC WITH 1-1/4" MIN. REFERENCE ANCHOR �_ i 8� 0 W EMBED SCHEDULE FOR MAX SPACING /= EXISTING CONCRETE OR / EXISTING \ BLOCK ONLY.WOOD / 1 STRUCTURE \FRAMING&WOOD ANCHORS EXISTING HOST STRUCTURE w R ✓\lOT ACCEPTABLE / O EXISTING FINISH EO E \ O WALL MOUNT SILL DETAILM m 1/4"MAX FROM PIN SCALE:3-=1'-0" ATERIAL w GUIDE TO BUSHING i DIST \\ O DECORATIVE FLOOR TRACK DETAIL QS oR©CUT IN 4"INTERVALS wnsHER t frP.1 cc �0 FORM U E ISEE UJ c� {{{��l SCALE:3"=1'-0'• rc G O RECESS SILL DETAIL \ DETAIL (P t) FOR ADDITIONAL n F� SCALE:3"-l._0.. � _____ z z INFO) TY TOP&BOTTOM. c rl 9 FASTENER(�EACH 4"CUT - n SEE ANCHOR SCHEDULE BASED 1/4"MAX.FROM ON C4 CONNECTION TYPE TO EROR SPACING VERIFY ANCHOR a a U m< PIN GUIDE TO IS ACCEPTABLE BUSHING WASHER � � i / MAX N ;o rrFROM 3,E 3 g ,FROM PIN GUIDE BUSHING WASHER ITYP.) TVP. BOTTOM EXISTING 1/4-20 MACHINE BOLT STRUCTURE ^ W/NUT(m 2"O C `I�r CUT AT INTERVALS T�Q�, EXISTING FINISH ORM CURVE(SEE DETAIL V®) MATERIAL 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING(FASTENER 1"x1"xl/8"8 1"x2"xl/8" @ EACH 4"PIECE E� 6063-T6 ALUM ANGLE CUT TO T'xl"x1/8"81"x2"x1/8" MATCH AND PROVIDE SUPPORT 6063-T6 ALUM ANGLE CUT TO / O CURVED TRACK SECTION DETAIL ��n; OF CUT SHUTTER EXTRUSIONS MATCH AND PROVIDE SUPPORT SCALE:3"'=1'-0"' FRONT AND BACK.WHERE OF CUT SHUTTER EXTRUSIONS _ FRONT Of EXTRUSION IS FRONT AND BACK WHERE l PZ 9 CONTINUOUS REINFORCEMENT FRONT OF EXTRUSION IS tl IS NOT REQUIRED CONTINUOUS,REINFORCEMENT P1 IS NOT REQUIRED. yp � A Jr- RP APPROVED MOUNTINGIS�ER CONDITION.MIN OF TWO PER MB APPROVED MOUNTING mvtwurtFvwcLm4nvmo rE PIECE CONDITION,MIN.OF TWO PER PIECE 15-2338 APPROVED FASTENER AND APPROVED FASTENER AND _ t SPACING WITH A MINIMUM OF SPACING WITH A MINIMUM OF A P O FASTENERS PER CUT TWOFASTENERS PER CUT PA"DeuntvTIM PIECE TYP. SECTION FOR SHUTTERS TYP. ALTERNATE SECTION FOR SHUTTERS 18 P1 SCALE:3'= l'-0' P2 SCALE:3'= V-0' — O W L ANCHOR SCHEDULE: CONCRETE ,,lu .P eOO4650 D'PE ._. 2 x S ITYPA 2 x S OUTSIDE TOP FLANGE ANCHOR(SEE SPACING 2.7"MIN EDGE DISTANCE K SECTION XI ......... N LOAD S940s UD To 6'-0" Spans UD To 8'-B" Spans Up To O UOENS� VS7 r CONN TYPE CONN TYPE CONN TYPE /G $ ANCHOR (pd) Cl 912 tl 914 CS C6 Cl C2 C3 G4 CS C6 Cl C2 C3 CA C5 C6 7f NO PE0046549 Q 1/4"ITW TAPCON OR ELOD 48 16.0"16.0-116.0r-16.0"16.0"16.0"16.0"116.0"10.5 10.0"16.0"13.0"15.5 16.0' 6.5" 6.1 9.5 9.0 O O O ULTRACON WITH 1-3/4` 62 16.0"16.0"12.5 12.0"16.0"14.5 16.0"16.0" 8.0" 7.1 13.0"10.0"11.0"10.0 S.0" 4.1 6.91 7.1 .1 x 5 TYP. 3 OR 4 HEAOER� LL * - O 7 EMBED 3192psi MIN CONIC) 72 16.0"16.0"10.0, 9.5" 16.0"12.5"15.5"116.0" 6.5" 6.0" 9.5" 9.0" 9.0" 8.0" 4.0 5.0" 6.0" 1 x 5 INSIDE ( 110 14.5 14.5' 6.0" 5.5 S.S' B.5" 9.0" 7.S' 4.0" 4.5 6.0" 7.5 6.0" 5.0" BOT.FLAN E ANCHOR(SEE SPACING ��.(1••, STA W m m ,I " 200 7.5" 6.0'• 5.0" LS" 6.91 S.0" 7.5" GO" 5.1 SECTION X) TE OF 1:1 rl D SIDE CLOSEST TO OPENIN lP •••�ORIDA• .•• u� uU'i 114"M LLENIUM MILLFAST b 16.0"16.0"16.0"]6.0"16.0"16.0"16.0"16.0"11.0"10.5 16.0 14.0"14.5 14.5 6.5 6.0 9.0 9.5 %`p��N•••••NGS W " WITH 1-3/4* D(327581 72 16.0"16.0"30.5 9.5 16.0-13.514.5 24.5" 6.S" 6.0" 9.0" 9.5 8.5 7.0" 4.0 40 4.5" 6.5 NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING ''IMLI IE1,10 Z� owu 110 13.0"13.0" 6.0" 5.5 8.0" 9.0" 8.0" 7.0" 4.0" 4.5 6.0 6.S" S.S 5.5 < ��� SPACING DIAGRAM FOR ClCt CONNECTION TYPE: ('a �¢W 200 6.5 5.5 5.S' 6.5 5.5 5.5 6.5" 5.5" 5.5 - Cl CONNECTION TYPE USING PIECE Q OR Q Zk Dt m = 1/4•ELOD CRETEM,EX e�4 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"15.D"16.0"16.0 16.0 16.0 10.0 8.5 12.5 14.0" ry O w W/Y EMBED(3350pa1 MDI 62 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"32.0"10.5 16.0"16.0"U1.5 13.5 7.0 6.5 8.0" 11.0" W W �.+W _ CONIC) 72116.0-116.0-115.5"14.5'16.0'16.0"16.0"16.0"10.0" 8.5" 12.5 14.0.12.0"10.5 6.91 5.1 6.5 9.5 7 / 8 COMBINATION 3 LLi 110 16.0"16.0" 9.1 8.0"111.5-113.0-112.9-110.0- 6.0' S.0" 6.0" 9.0-110.0- 8.1 50-140-. . S.0" 8.0" 2 x S TYP. C d w 17 / 1 COMBINATION W 200 10.0" 8.0" 5.0" 4.0" 5.91 8.0" 10.91 8.0" 5.0" 4.0" 5.0" 8.0" 10.0" 8.0" 5.0" 4.0" S.0" 8.0 O W F 1"MIN EDGE DISTANC! 9 / 0 COMBINATION p 1/4" W TAPCON OR ELCO Cl C2 C3G4 CS C5 Cl C2 C3 C4 C5 C6 ClC2 C3 C4 C5 916 O R ULTRACON WITH 1-3/4" 48 16.0"16.0-17.5- 7.5 16.0" 7.5 16.0"16.0 5.91 4.5 16.0 5.5" 15.0"15.5 9.5" EMBED(3192ps1 M01 CONIC) 62 16.0"16.VI Sr 5.5 16.0" 6.0" 16.0"16.0" 12.5 4.0" 10.5 9.5 6.0" BED(3192psi MIN CONC) 72 IGC 16.0" 4.5 4.5 16.0" 5.1 15.0"15.5' 9.5 9.0 7.5 4.S �7sWapp 110 14.91 14.91 8.S' 8.5 7.5 4.S 7.0 6.0" 1 x S IT VP 2 x 5(TVP.) n 200 7.1 6.0" 7.0 6.0 7,0" 6.0 � 48 16.0"16.0"13.0"13.0"16.0"13.5 16.1 16.0" B.0" 7.5 16.0" 9.S' 11.5 11.5 4.5 4.0" 7.1 6.5" NOTE "S"INDICATES ANCHOR SCHEDULE SPACING. w $ 1/4"MIELENIUM MBIFAST W 3 S WITH 1-3/4"EMBED(32750 62 16.1 16.1 9.1 8.5" 16.0"10.5'14.0"15,1 s.5 s.o" 9.5 7.5 8.0" 7.5 4.5" s.o" SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: MIN CONCRETE) 72 16.0"IGC 7.5 7.0" 16.91 9.5 11.5 I1.5 4.5 4.0 7.1 GS G5 5.5 4.5 - 913 CONNECTION TYPE USING PIECE WITH OUTSIDE fa $' {--7�N� 110 10.5 10.5 4.5 4.0"16.0-16.0" 6.5 5.5 4.91 S.S 4.5 ANCHORS ONLY a S m r" 200 5.5 4.5 5.5 4.5" 5.5 4.S - C4 CONNECTION TYPE USING PIECE®OR © WITH �, O OUTSIDE ANCHORS ONLY OR @ C Z 3/4'ALL-POINTS SOLLD-SET 1-1/4'MIN!DG!DISTANCE E LL 8 ANCHOR W/7/8`EMBED 6 Cl C2 C7 04 CS � Cl C2 C3 C4 CS 05 Cl C2 tl C4 C5 916 ANCHOR NOTES: c 1/4-20 55 MACHINE SCREW 48 IGC 16.0" 9.5 9.5!6.0" .0"IO.0 16.0"16.1 6.1 5,5 16.0" 7.91 10.5 11.1 3.5" 3.5 6.5 4.5" i 0 (3000P51 MIN CONIC) 62 16.0 16.0 7.0 6.5 .91 8.1 13.5 14.5 4.5 4.91 9.1 S.S 7.5 7.91 4.91 3.5 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING S 72 IGO"16.0 55 5.5 .0' 7.1 10.5 11.91 3.5 !.5 6.5 4.5 6.0 S. 3.1 3.0" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE ID •� LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE(Pg 1). N+W 110 10.0"10.0 3.S 3.0" 4.5 6.1 5.0" 3.1 3.0" S.1 4.0' E 3 200 5.0" 4.1 5.0" 4.0" S.1 4.0" 2. ENTER ANCHOR SCHEDULE BASED E. THE T DE EXISTING STRUCTURE MATERIAL, Q S 3"MIN EDGE DISTANCE ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN R S 1/4"ALL-POINTS SOLID-SET EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER R ANCHOR W/7/8`EMBED 6 Cl C2 C3 CA CS 916 Cl C2 C3 C4 CS 06 Cl C2 C9 04 CS 06 THAN OR EQUAL TO SHUTTER SPAN. 9 1/4-20 SS MACHINE SCREW 48 16.0"36.0'16.0"16.0"16.0"16.0 16.0"16.0"14.0"13.1 16.1 16.1 16.1 16.0" B.S 7.5 11.1 12.1 a (3000P5 MIN CONC) 62 IGC 16.0"16.1 15.0"16.0"16.0"16.0"116.0"10.0 9.0" 15.0"13.5 12.5 11.5" 6.0" 5.5 7.0" 9.1 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 72 16.91 16.91 13.1 12.91 iG1 16.91 16.0"16.1 8.5" 7.5" IlAr'12.0"110.719.0" S.0" 4.5 5.5 B.0 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM 91-90 HOLLOW CONCRETE •� 110 16.0"16.91 8.0" 7.0" 10.91 11.91 10.5" 9.0" 5.0" 4.5" 5.5" 8.0" 8.5" 7.91 4.91 3.5 4.5 6.5 BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER LL 200 8.5 7.0" 4.91 3.5' 4.5 6.5 S. 7.0" 4.0" 3.5'• 4,5".6.5" 6.5" 7.0" 4.91 3.5 4.5 6.5 ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4`POWERS SS DROP-IN 2-3/8-114 EDGE DISTANCE CONNECTION TYPE. W/1/4-20 SS BOLT AND Cl C2 tl C4 CS 06 Cl C2 913I CA I CS I C6 I Cl I C2 I C3 I C4 I C5 I C6 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE z t 11 I"EMBED(30DOpsi MIN 46 16.0"16.0"16.1 16.91 16.91 16.91 16.0"16.91 10.91 9.5 16.0"13.91 12.91 iL5 6.0" 5.5 7.5" 9.91 ONLY. 1 ' f� CONC) 62 16.91 IGC 12.0"1161 16.0"14.5 15.0"16.91 7.5 6.5 10.0"30.5 8.5I�S.0" 726.911 . 9.9116.1 12.5 12.0"12.5 6.0" 5.5 7.5 9.0 7.0 6. THE CONTRACTOR IS RESPONSLBLE TO ENSURE THE ANCHORS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT Q aA 110 . . . . 6.5 8.5" 7.1 6.0' 6.1 5.5 LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER200 S.5" S.0" 5.5" 5.0 5.5" FINISHES. 1/4"POWERS SS DROP-IN 7-1/2'MIN EDGE DISTANCE 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS W/1/4-20 SS BOLT AND Cl C2 tl C4 CS C6 Cl 912 tl 914 CS 916 CI F O C4 C5 06 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING 1'EMBED(30DOPs1 MIN 48 16.0 16.1 16.91 16.0'16.91 16.0"16.91 16.0"11.0"10.91 16.1 14.91 13.1 13.0 6.5 5.5 8.0" 9.5 MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 4 CONIC) 62 Ul 16.91 15.5 16.1 5.0" 7.5 SIDE CLOSURE PIECES. � h 72 9.5 16.1 13.5 13.0"13.91 6.5" 5.5" 8.0" 9.5" 7.5' 6.S" 6.5 B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER Py SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4`(MIN.))WOODSTUD.3/4" _ 110 5.5" 7.0" 9.0" 7.5' 6.S 6.5 6.0 5.0 5.5" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMI G SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 5 2"MIN EDGE DISTANCE 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS INI @ I x AR SMS S 2^W/2-EL CI C2 tl G4 C5 06 CI C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 wrrwovRUNCL®awrpoxc ARMOR INSERT W/2"EMBED BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER 48 16.0"16.0"13Ar 13.91 16.0'13.5 16.91 16.0' 8.0" 7.5 16.1 9.5 14.5 15.91 5.0 4.5 9.0 6.5 HEAD(SIDEWALK BOLT),U.O.N. 15-2338 (2000psI MIN CONIC) 62 16.0"16.0" 9.5" 9.1 16.0'10.5 16.1 16.0" 6.0" 5.5 12.5 7.5' 30.5' 9.5 3.5" 3.5" 5.5" 5.0" 2 72 16.0"16.0" 8.0" 7.5 16.91 9.5" 14.5'15.0" 5.0" 4.S" 9.0" 6.5 8.5" 7.5" 3.0" 4.5" 4.S' ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. su1i: - 110 13.5"13.5 Cr 4.91 8.1 6.0" e.5 7.1 3.0" 4.5' 4.1 7.0" S.5" 3.5" 3.5" • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, PAGE DdaranoN. 7.0" 5.S" MM 3.5 3.5 7.0" 5.5 3.5 3"5" 7.0" 5.5" 3.5 3.5 NUT OR WASHER WINGNUT. 412 SMS W/2.75 EYEWALL 48 16.0"16.0"16.0"16.1 16.0'16.0"16.0-16.0"11.5 11.1 I&0"14.0"16,0-16.0- 7.0" 6.5 11.5 9.5 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. °s ARMOR INSERT W/2.5- 62 16.0"16.0"13.5"13.0"-16.1 15.5 16.1 16.0" 8.5 8.0" 16.1 11.1 13.5 12.91 S.5" 4.5 7.5 7.5 18 EMBED(2000pai MIN CONC) 72 16.91 16.0"11.0"10.5"16.0'13.S"16.1 16.0" 7.1 6.5" 11.5 9.5 11.0- 9.5" 4.S' 4.0" 6.0 6.1 11. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO n O 110 16.1 16.1 6.5 6.0" 30.5 9.0" 11.91 9.5" 4.5 4.0" 5.5 6.91 9.0" 7.5" 3.5' 3.1 4.5" 5.0" DRILL INTO HOLLOW BLOCK NOR SH06LD IMPAR DRILLS BE USED TO INSTALL �ILlll m 200 9.91 7.5" 3.5" 3.0" 4.5" 5.0" 9.0" 7.5 3.5 3.0" 4.5" 5.0" 9.0" 7.5" 3.5' 3.0" 4.5" 5.0" CONCRETE SCREWS TO HOLLOW BLOCK CONN TYPE CON WPE i I Cl C2 11 CONN TYPE of..Y _ ► ommmmmmmmm®mmmmmmmmmmmmmmm�m�mmmma�m®asp • .•r�, ■mo©000000moomm000mm000©om©o©oo©oo©oo • ommm� ., :, m®®��®®miai iiia,ilii iao,mm®��®����®�®��®�� mmmmm ,/ V/////,mmm® a%iaii V//,////V, mmmmmmmmFmmmmmm� a mm �mmiiia�iao. lama/lama/Em�W/O V0111,iaiaaiimmMMMMMMM aiiU2M®M ai is 9MM o��iia iai.i?, a a%iai OMVZ//mmVONV///iaR,,ON/®�iai ONmmmmOW E/mm®miai 1/4"rTW TAPCON WIo®®�mmm0aiia ia/,mmmiii,iai W/O ma MNmmmLmEm®®LmKii9 1 a iZZ/l is 1-1/4-EMBED o��ai iia ®�iai iim,iai iiia,iai iii%iia is �[�®���®ail ilii,® ia iia,iia iao, •. , %///%%O/.mmmaaaa9m9mNO/,%///%%////.%///%%////.%////%/////."%/m/ .� m%////.%//ai%////.'///00700/1WI/ai%//N/1011G,O//=1//.%/101%////.%///%%////�%///i mm////ON//i%//%%///i%////''//////%///%%//%OWNV//S/,W//?001G.%///i m"'MO///%/////."%//%%aa/.%//1 %///%%/////NOW%////.%//ai%///%%//aiWO/Z%////ON//WOR00/0%"%111/ON/-,%/a/:%//%%//%%//%%/////.%///G,%///%%////%/////, 0�1/4*ELCO ULTRACON WIN mmmmmm%/////=11,%///%%//rx/No%a%%///1%////:mQfSlmmmmm%/////.'%//a/'///////:%//a/,rl/////,WOR'///1/0%'%//1 �► � . ®®mi///%i///,aa®®i///1i//ani///1i//ani///1 a%i///%//1®mi///%i//1®mma////%i///1i//a,i////i//ani///%i// mmm%/////.%a/i%/////.%//a�%/////."%//1%////."%////.%/////.%//1%//ai%////.%//a�mm%/////."%///i%////%//Z/lV//%V//1%/////,%///1%///%%////�%///%%a0ME m%////,V////%///%%%NWE/%NO//0////."%//1%/////.%a1'///////:'%//%%///1%/00/R0/%%//%'////%////////VO/%/////%%//%%///%%///%///%%////NOON,,'%//%i%/////.'%///i%//// 19MMEMmmmm%/////:"'////%/ mmmmm%///%'//////%a///, ANCHOR W/1-1/4'EMBED ommmm%///%%//1mm%///%%////.%///%%001 mmmE�im®m%///%%///G.mmm%////,%////%//1 mmmia%ii/m®®loll//,iia i//,i/////:'i//ail/////.'i////,mmm mi/////:"'////%i/////,'i//%gg/,V////,, /.'i//1 mmm%/////,V////;PON'%//1%//%%////.%////%////:%///G,%///1%///%i%/////.'%01 m®%//1� %j�j,%////31W/1%//%i%////:%//%i%///%%///G,%/1//ME /%%////,%%%i%/////,O//%i///////.%///%%//10//%%/%///////,'9//%i%////,%%%i%////,%/moi,%/ %//.''////%%//1%//%i%/%/%//%1%1%11%V/////, V/////, ■©©�®OmmDDOD©O©�©mmm©0©m0D©© 1/4-20 SS MACHINE EW . ■ mmm/////.i//1 ' ' �%%���//1i///%i//%i//%i///%'////%i///%i//1m[�®mm®mi//%'//////%////,m®i//%i///%i//% %//aii%///'/////X//V////%///1'////%i/000,''////%%/////.''VONm®V00/1///i%////m®%///,*/K///%/////.m®%//O/%///%%a%i ■mo�omm©m©m©oo©mo©m©m�moo©©©m osesa• oiai r//////*s /iilollMSVOWNONV/ii i/ii iia/i/icei/a,•i/iiON/m¢ma®®mmmmmmmmmi/a.9 1 A 0%///i'//////ems///1/%'//////, W1�///,''//////,/////,"'///a//,''//a///,''//////,''//a/1 mmlmmmmmmmmmm//O/%/a//,'/////, -- m/1////,a0 //%/a/'///a,%//a,�//%//a////:////,a/a//a///aa//%a///.m®mmm mma//.9m9m1,00/�///.W//1 m s r//////iai a///0/0 i iai VIIAIr/////,i/i ai i/iii/a,�m i iiiP///// iii/l,loll ir//% '//////�/1/ ■00D©mm0�0000DD©0�0m000©0©00000 : ' 1-1 "EMBED //% mmmmm®®m® 9 mm'//////%///1 mmm%///%'////%i%/////,*ON,"'/1/////:'%O%'/////1WOMK&A®m %///%'////%imm'////.%//%///////,'%//1 ��/%i//%i//1 - m%///%%%//%///%%//%%///%%//%i%///%%////%/////.%///1 %////,%//%%//1%///%%/////%/////. %///1%%%///G, i//// G //1a/00//1i/a,i/// 11 \\1111111 l Ous65 9NNARDO,V.E. OPE ��•.... _P BICE *: 004651 '.O - ANCHOR SCHEDULE: WOOD (G=0.55) o"A STATE OF ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) -- '-� 'R�ORIDP �?J V -- - 3/4"MIN EDGE DffifANCE /1 ..N LL + 2"MIN EDGE DIGTANCE Spans Up To 6_-0" SOans VO To 8'-6" S ns A {L G W `o i g cF r Spans UD To 6'-0" Spam UD To 8'-8" SOens UD To 13'•0" r LOAD CONN TYPE CONN TYPE CONN Z .,w U.. Q 6 LOAD CONN TYPE CONN TYPE CONN TYPE _ ANCHOR �� Cl C2 C3 G CS Cl C2 C3 G CS Cl C2 C3 C4 CS s Ol LLggg�'t7 ANCHOR (P� Cl C2 tl GI CS Cl C2 C3 C4 CS Cl C2 tl G{ CS 1/4'LAG SCREW WITH 1-3/4 48 16.0"16.0"ll.r IS.r 16.0"16.0"16.0" 7.r 7.0" 16.0"16.0"16.0" 4.r 4.r 15.0" ZX L m 1-HR 1/4'POWERS TAPPER+W/ 48 15.5"IS.r 6.r b.r IS.r 10.5"10.5" 1.0" 4.0" IO.r 6.0" 6.0" MIN THREAD PENETRATION 62 16.0"16.0" B.r 9.r 16.0"16.0"16.7 5.5" S.S. 16.0"16.0"15.5" 3.r 3.5" 9.r I` °ji ly O I w.� Fu 1-1/4'EMBED 62 12.7 12.7 4S" 4.r 12.7 7.5" 8.0" 5.7 4.5" 4.0• WW O,�J�eZ ru 72 16.7 16.7 7.7 7.7 16.7 16.7 16.7 4.r 4.r 15.7 14.0"12.r 3.7 3.7 7.r O W 72 10.5"10.5"'4.7 9.7 6.0" 6.0" 110 16.7 16.7 4.r 4.7 13.r 14.7 12.0-13.0- 2.r 7.r I1.S' 9.5" 2.5" 2.7 6.7 3 r"�i 110 S.r S.S' 200 It. 9.r 2.r 2.7 6.7 II.r 9.5" 2.5" 2.0" 6.0" 11.5" 9.5" 2.r 2.7 6.0" VL w 8 200 n 7/16'WOOD BUSHING WITH 48 16.7 16.7 9.r 9.5" 16.0"13.7 13.7 S.r 5.7 13.7 7.5" 7.5" 3.5" 3.7 4.r 'o w 7 i12 SMS W/2"EYEWALL 48 16.7 16.7 S.r 8.5" 16.0"13.7 13.0" 5.0" 5.7 12.r 7.5" 7.r 3.0" 3.0" 4.5" c 1.13"MTN EMBED B 1/4-20 62 14,r 14.r 6.r 6.0" 14.5' 9_.S' 10.7 4.7 3.5" 6.5" 5.5" 5.7 2.r 2.7 3.o" m ARMOR INSERT W/1-1/4' 62 14.5"14.5" 6.0" 6.0" 14.5" 9.r 10.0" 4.0" 3.r 6.0" 5.0" 4.5" 3.0" SS MACHINE SCREW 72 12.r 12.5" S.r 5.0" 11.0" 7.5" 7.r 3.r 3.0" 4.5" 4.r 3.r 2.0" 2.7 EMBED 72 12.r 12.5" 5.0" 4.r 11.0" 7.r 7.5" 3.0•' 3.0" 4.5" 4.5" 3.5" O ,� 110 7.0' 7.0" 3.7 2.5" 4.0" 4.0" 3.5" 2.0" 2.7 3.5• 3.7 = 110 7.0" 7.0" 3.7 4.0" 4.0" 3.S' 3.5" 3.7 OO 200 3.5' 3.0" 3.5" 3.7 3.S' 3.7 3.S' 3.0" 3.r 3.0" 3.5" 3.7 3 i14 SMS 414 WOOD 48 16.7 16.7 13.0"13.7 16.7 16.0"16.7 8.r 8.0" 16.0"16.0"16.0" 5.0" 5.0" 12.7 OR 1/4"IfOWERS TAPPER+ 62 16.7 16.0" 9.r 9.5" 16.7 16.7 16.7 6.7 6.0" 16.0"13.5"12.5" 4.0" 3.5" 7.r ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK PENETPfioN IN THREAD 72 16.0 16.0" 8.0" 7.5" 16.7 16.0"16.a' s.o" 5.0" 12.7 11.5"10.7 IS" 3.0" 6.7 �p. 110 16.7 16.0" 5.7 4.5" IO.S'11.7 9.5" 3.0" 3.7-Z-o- 14.5-19.0-17.S- .0" 9.0" 7.5" 2.S' 2.5" 4.r W S y1 4"MIN!OG!D1tMNOI 200 9.0" 7.r 2.r 25' 4.r 9.0" 7.r 2.r 2.r I.r 9.0" 7.5' 2.r 2.5" 4.5" K SOans Uo-Toe-0" Spans UO TO 8'-8" Soars UD To 13'-0 LOAD CONN TYPE CONN TYPE CONN TYPE �.F 1^ ANCHOR (Poo Cl C2 tl C4 C5 Cl C2 tl u CS Cl C2 tl C4 CS ANCHOR SCHEDULE: WOOD (G=0.42) cs S/16-ITW TAPCON XL W/ 48 16.7 16.7 16.0"16.0"16.0"16.0"16.7 16.7 16.7 16.7 16.7 16.7 10.5" 9.r 15.5" ?m 2-1/4'MIN.EMBED 62 16.7 16.7 16.7.16.0"16.7 16.7 16.0"12.r ll.r 16.7 16.7 16.0" 8.0" 7.0" 10.0" 3/4"MIN EDGE DIGTANDE u u, 72 16.7 16.7 16.7 IS.r 16.7 16.7 16.7 10.r 9.r 15.r 14.5"112.5" 6.5" 5.5_"_ 8.0" Scans UD To 6'-0" Spens Uo To 8'-8" SDm Ib To 13'-0" Z o 110 16.7 16.7 10.7 9.0" 14.7 14.5-12.r 6.5" S.r 7.r 12.0-1ID.0" 5.5" 4.5" 6.W' N �� CONN TYPE CONN TYPE CONN TYPE o' �y4 200 12.0"10.r 5.5" 4.5" 6.7 12.7 10.7 5.5" 4.5" 6.0" 12.7 10.7 5.5" 4.5" 6.0" _ ANCHOR (� Cl C2 tl C4 CS Cl C2 C3 CA CS Cl C2 tl C4 CS 6 3 sj 5/16"ELCO ULTRACON W/ 48 16.0"116.7 13.r 13.5'16.7 I6.r 16.0" 8.0" 7.r 16.7 9.r 9.r 6.0" 1/4'LAG SCREW WITH 1-3/4 48 16.7 16.7 9.7 9.7 16.7 16.0-116.01-16-0- 5.r 16.7 16.0-116.(r 3.r 3.r 10.0- -1/4' 0.7 o g as 2-1/4'MIN.EMBED 62 16.0"�16.0" 9S" 8.5" 16.0"12.r 12.5" 5.5" 5.0" 8.0" 6.r 6.0" MIN THREAD PENETRATION 62 16.7 16.7 6.r 6.r 16.7 16.7 16.7 4.S' 4.0" 13.r ll.r 10.r 2.r 2.r 6.0" a 72 16.0".16.0" 7.r 7.0" 14.0" 9.5" 9.r 6.0" S.r n 72 16.7 16.r S.r S.r 16.7 16.7 16.7 3.5" 3.r 10.0" 9_5" 8.0" 2.r 2.7 5.7 z 110 8.5"18.5" 5.0" 5.5" 110 15.0"14.r 3.r 3.7 9.0" 9.0" &0" 2.0" 2.0" 5.0" 7.5, 6.0" 2.7 -z-o- 1 .7 S200 200 7.5" 6.0" 2.7 4.0" 7.r 6.0" 2.7 4.0" 7.5" 6.0" 2.7 4.0" r MDI EDGE DIGTANm i14 SMS,i 14 WOOD SCR 48 16.0"16.0" 9.r 9.5" 16.7 16.0"16.7 6.0" 5.5" 16.0"11.0"11.5" 3.r 3.r 7.7 OR 1/4^POWERS TAPPER+ Cl C2 tl C4 CS C2 C3 C4 C5 Cl C2 C3 C4 CS 8 WITH 1-3/a^MIN THREAD 62 16.0"16.0" 7.0" 6.5" 16.7 14.0"15.7 4.5" 4.0" 9.r 8.0" 7.0" 2.r 2.r 4.5" LL #12 SMS W/2"EYEWALL 48 16.0"16.7 10.5"10.5"16.0" Cl16.0"16.0" 6.5" 6.5" 16.7 12.5 12.5' 4.0" 3.5' 7.r ; PENETRATION 72 16.0"16.0" S.r S.r 16.7 11.0"Il.S" 9.r 3.5" 7.0" 6.S' S.r 2.0" 2.0" 3.r ARMOR INSERT W/2'EMBED -62 16.0"16.7 7.5" 7.5" 16.0"15.r 16.0" 5.0" 4.5" 10.5' 9.0" 8.0" 3.0" 5.0" q®lamntmaw 110 10.5"10.0" 3.5" 3.7 6.0" 6.5" 5.5" 2.0" 2.0" 3.5" 5.0" O.r 2.0" 2.5" 72 16.0"1&0" 6.5' 6.0" 16.0"12.r 12.5' 4.0" 3.5" 7.5" 7.0" 6.S' 4.0" 200 5.0" 4.5" 2.0" 2.5" 5.0" 4.5" 2.0" 2.5" 5.0" 4.5' 2.0" 2.5" 110 11.5"ll.r 4.0" 3.5" 7.0" 7.0" 6.0•' 3.5" 6.0" 5.0" 3.0" , 200 6.0" 5.0" 3.0" 6.0" 5.0" 3.0" 6.0" 5.0" 3.0" aill ` d E4�E Rig oil ANCHOR NOTES:SEE SHEET COPnPWO a awc l ea#VJM PE 10 FOR ANCHOR NOTES. 15-2338 r•...1 yB ►waa DERwyTmN• 93 I E r A ���`� BE/V �� F ooess�i9ao NAO ,r.e. ASSEMSSEM WINDOWBLY C �Q•�/ y� EDGE OF ACCORDION 12'MIN FROM _ (�� (.Lp pEOD4654 SHUTTER BLADES EDGE OF SHUTTER, EDGE OF ACCORDION _ TOP OR BOTTOM SHUTTER BLADES 0.125 * * LL_ 0.032• 0.125" – 0 N 0.032"� � � STATE OF O C = UJ M i' zNSF ONAX- W A 45' N= y0 i Nwa 3.5"MIN ZQ .:Q \ u O 2.875'0 HOLE TO RECEIVE ROUND TYPICAL <W WINDOW ASSEMBLY 'v «O z WWn _ =CCLlll "W 02.875' -10.188' 2.875.0 HOLE(TO RECEIVE ;u 03.25(OwROUND WINDOW ASSEMBLY) N W.`x u MAXIMUM OF 3 WINDOWS p W A LIGHT-N-VIEW WINDOW PER EVERY OTHER BLADE tiw n N.T.S. SABIC PLASTICS SLX1431T-UL-94HB ROUND WINDOW 2 LIGHT-N-VIEW WINDOW fg .. i ASSEMBLY i3 N.T.S. EXTERIOR ELEV _ d \ � 12"MIN FROM EDGE OF SHUTTER, EDGE OF ACCORDION y S TOP OR BOTTOM SHUTTER BLADES =.S RECTANGULAR =m E WINDOW ASSEMBLY 1 BLADE W ROUND WINDOW M EDGE FACCORDION 13 N.T.S. EXTERIOR ELEV O O O O E W O SHUTTER BLADES 2.210' E O O O O �E 3s Y-— 0.145' 1.210' 0.145' g 3.5' IN O O O y g nPICAL O O 1.500'x 6.000"HOLE(f0 v Ll ti yup{ RECEIVE RECTANGULAR i rii `q WINDOW ASSEMBLY) ~� �X MAXIMUM OF 3 WINDOWS 1.500'x 6.000'HOLE(TO RECEIVE RECTANGULAR WINDOW ASSEMBLY) .161' PER EVERY OTHER BLADE- '093• 020" 3 RECTANGULAR WINDOW a4f� @O O 8 13 N.T.S. EXTERIOR ELEV16 p q q 93 G¢6 19195 � DIA. 0.500' 0.500" $ ry p F std 0 8 (INT.) @� 3.5'MIN. RECTANGULAR WINDOW RECTANGULAR WINDOW NOTES: 6 y TYPICAL T---� ASSEMBLY A (�') 145' 1. THE RECTANGULAR WINDOW SHOWN IN le 5/13 IS MADE FROM GE XL10 LEXAN WITH p 0.355' O 0.075"MINIMUM THICKNESS. 2. FRAME FOR RECTANGULAR WINDOW MAY req T T 1 s BE NYLON 6 OR POLYCARBONATE WITH A MINIMUM THICKNESS OF 0.161'.ATTACH 0UVYR4RRWKL6/WODPE 1.856^ i-0.177" .355• BOLA w Nom)*ass scREws OR 15-2338 SCALA. _ A SECTION A-A PAR Oucmmo"; 4 BLADE W RECT. WINDOW 5 RECTANGULAR WINDOW 13 N.T.S. EXTERIOR ELEV 13 N.T.S. EXTERIOR ELEV l3