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HomeMy WebLinkAboutProduct approval 1/15/2020 Florida Building Code Online BCIS Home Log In ! User Registration �4 Hot Topics ! Submit Surcharge Stats&Facts I Publications Contact Us BCIS Site Map*! Links ! Search Florida a'ae!Product Approval �` L, USER:Public User � A 4.1 Product Approval Menu>Product or Application Search>epph tion List>Ap R etail �� i ('f 1 ^a=> FL# FL13757-R6110 CD Application Type Revision 0;0 1 O. Code Version 2017 G7�3 CD, Application Status A � Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 . (954)493-8551 tomj@tc-al R EVI E Ft ELID0 F OR Authorized Signature Frank Bennardo CODE VIOMPLIA frank@engineeringexpress.comT■ �UC� ®U�� TY Technical Representative Thomas B.Johnston B®CC Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 - (954)970-9999 tomj@tc-alum.com i Quality Assurance Representative j Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer U Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Frank L. Bennardo, P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By ORLANDO L. BLANCO, P.E. a: Validation Checklist- Hardcopy Received Certificate of Independence FL13757 R6.COI Indepl.pdf FL13757 R6 COI Indep2.pdf FL13757 R6 COI Indep3.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E188fi 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 I Equivalence of Product Standards i https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcbVwSME9kgduPjgrWwKqqkMAsTBN9A%3d%3d 1/2 1/15/2020 Florida Building Code Online i Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Equiv Equivl.pdf FL13757 R6 Equiv Equiv2.pdf FL13757 R6 Equiv Equiv3.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 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II DwgL.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R6 AE Evall.pdf combinations and additional limitations of use. Created by Independent Third Party: Yes 757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shu stem ( Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwg2.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R6 AE Eval2.pdf .cg,mbinations and additional limitations of use. Created by Independent Third Party: Yes 13757.3 E.A. Essential Facilities Accordion Aluminum a ccordroff-smuffe-rapproved up to missile level "E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ: No FL13757 R6 II Dwg3.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R6 AE Eval3.pdf anchorage,etc. Created by Independent Third Party: Yes i Sack Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy atatement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® PCfiect M Credit Card Safe i i https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKqqkMAsTBN9A%3d%3d 2/2 I% RDO P.E. 111 If// FRANK L B9 --- - - -- - -- 6 .-8 -S-T-REAM L-I N-E--S H-UTTER / E0046549 r' Lj FOR USE WITHIN AND OUTSIDE THE HVHZ GENERAL NOTES: <C - _ No PE004654 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH EDITION((2017)),FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE _ ZONE,AND THE INTERiVAT10NAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH (I p N (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ,O '. STATE DP v x ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION C•• w�, g f 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE ss•....... ,.•' o�J$ u DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE k$� REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE IVTARCMN fl LLy LL O� FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN //f f 11111 j 111 Z LL PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. �� �a s 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVVIDED BY A 1.5 g oL z SAFETY FACTOR. Z L!U1 m 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND ga"o w ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW W w x®z CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 3 E z 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND z N w ds W LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. a w w 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE N N O { DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 m SHALL BE USED. z S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC y L m SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME /> a PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER g 61G35-23 OF THE FLORIDA ADMINISTRATIVE CODE. w�e 3$ 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE Q 3 CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR a VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM y THE STRUCTURAL SUBSTRATES DETAILED HEREIN. I 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL �� J` DOCUMENTS. HURRICANE PROTECTION =m< 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING BOTTOM ' OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND TRACK E SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE o DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRAWING HIS/HER APPROVAL. LOCKING MECHANISM,SEE 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS 0 5 INFORMATION: TOWN&COUNTRY INDUSTRIES m FORT LAUDERDALE FL TYPICAL ACCORDION ? MISSILE LEVEL D-ASTM E1886,E1996&E330 1 SHUTTER ELEVATION TAS 201 202&203 FLORIDA PRODUCE APPROVAL NUMBER 1 N.T.S. EXTERIOR ELEV y TABLE 2: 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 K.S.I. 15. MALL BOLTS AND INIMUM TENSILEASTR STRENGTH OFU OI K.SIII. U.O.N.OP)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS RIVETS SHALL BE 1/4 0 OR 3/16"¢5052 ALUM.ALLOY. NON-HVHZ ESSENTIAL " 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES _ S 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SHUTTER @ � I 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 6 14 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE 1,2 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 1 2-1/4" 1-5/8" 2-3/8" 1-5/8" 99" 1 3-1/2" 1-7/8" 3-5/8" 1-7/8" A TABLE 1: 120" 4-118" r a-v4" z° d TABLE 1 NOTES: a 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8' 2° 5" 2" ACCORDION SHUTTER SHUTTERSPAN SCHEDULE"ABOVE ARE g � S $ TABLE 2 NOTES: R e SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. OY AK MRWd LBBUUPD PE AT EACH RESPECTIVE SHUTTER SPAN. 2. ND"VHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY 2. LINEAR INTERPOLATION BETWEEN SHUTTER FC6III61� POSITIVE NEGATIVE SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339 SHUTTER DESIGN DESIGN SCALE, BETWEEN THOSE INDICATED ABOVE,THE ZONES i THROUGH 4 OUTSIDE OF THE HVHZ PROVIDED THAT SHUTTER HAS A SPAN PRESSURE PRESSURE DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PAGE DESCRIPTION: (PST) PSF SPAN SHALL BE USED. 4. .INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL 72" 100 100 HAVE 2-7/8°MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30' cF ABOVE GRADE. 99" 70 70 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 120" 53 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 144` 1 43 40 E1996-09. . \\\\� rr�)I�FOKOCL6549 NARDO�€_E•.*>. -- - PR03ECTION-VARIES --- --- _ :`\ �.••L'.•.- _ ,:F- 2.874" 4.874"MAX. \ •' L - ------- 0.115" 0 0.062" 0.450" 0.080" '* NO PF0046549 ,t c 0.125' 1.708" 0.100" 1.830 0.062" N 1.708" 0.100" IN 0.080" 0.063" - •• to 0.195" 0.096" 0.195° o �- r 2.820" STAl'F V f L 0.060° O.OJO" 0.060° N •'•,,c OR ,t T 0.125° t N 0.630' 0.630" 0.062° 1.993"� 1.908" �ORIDA \• O.fi30" 0.062" 0.630' 0.062" �- 0.143" 0.096 Nr-14*` .-1.+ -L" 1069" '��0.971" 0.971" ' /'f/OI•••..• .•G N w f 0.143' !!11111 W � g -�-1- (, 0;060" 1p70"4 iv ,o W O S E 0.062" �0.2OD" 0.062' 00" 0.06' i 0.630" a Z' w U a 1.069" ` ' / 0.630" 0.06" 0.062" rn G {-1.069' •--•�$UPPDRT LEG OPTIONAL�----� 11.069" 0.200Is " 1.069"� 0.062" X0.200" Wxw �� W 5.745"MAX. r 0.062" w z 5.745"MAX. 3 Al z Oj WALL O BUILD OUT WALL O3 STREAMLINE CEILING TRACK O4 STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL c W W w SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE WHERE SHOWN,SCREW BOSSES &FELT GROVES ARE OPTIONAL Inn 5 ON ALL EXTRUSIONS , 0.874"�- Ii�2.655" 0.875" - - -------- -- 2.195" - -- ---- I .{---}0.510'---- - - -- - --t-2.195" }-1.230" --- I I 1I_ i 1.229° 0.105" 0.060" - --- !I _ I}- Fr cho0.7 5° vii '1' .r_ I Q cem 2.655" K m 0.105" fn 4.84' �y 1.069" 831"J I 0.994"�1r 4.510"} Im I - 1.069" 0.105" 0.075 0.075" �mcE 3gf a0.105" 4.510" f. 4' NOTE:TESTED THICKNESS OF 0.781" 4.510" g� 3.506"� BARE METAL W/0 PAINT IS 0.039" m O SILL Og SILL ADAPTER Og EXTENDED SILL 10 EXTENDED SILL ADAPTOR 11 ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE ' 7 SCALE HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF 512E c � 0.477" t 2,2 3" 0.14 0.080 590" 0.341" 1.570" 0 510" 0.0.14 0.245" 1.708"! @q 0.143" 0,096' 0.060" - - -� 0.115' �:i®0.080' 0.117" 4.753" m o g A , 0.090" 0.096" m �� �rd 4.510' n._, flux 6 f! � (j 0.080" IRWIN, �a 0.044" 0.227" 0.682" 0.630" 0.060" I- WVtAImR.LffMiMWPE 0.693" -�I 15-2339 NOTE:THICKNESS OF BARE 2.822" �-1.625"-� }�Y0.420" METAL W/O PAINT IS 0.039" PACE DUMPnON: 15 6.8 STREAMLINE STACK 1B RADIUS CEILING HEADER/SILL 17 6.8 STARTER 18 WALL SILL CLIP 18b WALL SILL SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE BENNARDO PEO _ RE ---- ----- \- -<9 r •FRANK L `.'[''fit• 7 -{{-0.125" 0.610° STAINLESS STEEL 280°�--� 40° NYLON WASHER OR ��`ICLP;NK'L1•• i�,/�{7•� ASSEMBLY ALUMINUM 0.357" ` F77� 5 0.320'0 HOLE c w r 0.050" 0.276" * '�O'�Fp •:�J �_ o o z #10 x 2-3/4'410 HT S.S. I I - 0965 �,Q 0 0.880' WHEEL u 0 0.1( 20" INTO 0.062" COATING/ in -0 [;I IDN o NYLON n m SCREW W TC ULTRACOTE -' 0.591" 49 ri 0.0$ ^ 1 11 TRACK (TYP TOP&BOTTOM) N 0.062" . Sr4 .,a z 1.100° { }o.zao^ :N •T rFo m 8m NYLON BUSHING W/WASHER: L_ '/,•'�OHIpAF w�m u in 5,MAX TYP.AT EVERY OTHER 0.870" 0.750" 7/16°0 x 1/2"@ INTERIOR JOINT TOP 0.154"-� 0.137° iii �/ \afuw(�p ��a N INSIDE JOINT AT TOP. 7/16"0 x 1°@ INTERIOR JOINT BOTTOM �//qL ENG Em w CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR //111 11111 1W OtL U 0 €q€ 19 ROLLER ASSEMBLY ANGLE O HOUSING-ZINCDICAST,POWDER COATED 3 139SCALEHALF SIZE 22 MAY BE KEY OPERATED OUTSIDE 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT NOTE (�a oamLL Zo SCALE:HALF SIZE : SCALE HALF SIZE SCALE HALF SIZE r OR KEY/THUMB TURN OPERATED INSIDE. Z Z W oN Oj w f }0.250° 23 BRASS PUSH LOCK °3 W!+mg SCALE.HALF SIZE y¢dsw Lu R0.155" 2.125" w 1.978" 0 w R0.500" 4.000" 0.236" 1.742" 0.286" 1.603' 0.267' 0.500" 0.623" 1.710' 1.224" g 0.790" 0090° 0.319" m 0.531° ^_ 0.531" m rN•i 0.064" m c 0.28 " '26 o 2.250" 0.09 mn 1,-� -T' a _ o �6• 0.607" .:I o .yin p _5 ---- - -0.250" _ 0.607"_ m_ y 0.118' I I a S 't x 0.224° 0.239' }-• N r�l I 5in m m 1< I � 3a II I " 0.060" 0.496° 0.240" a 1�2.750 2.000 " 1.758• �'.. I� � J p R 27 RAINGUARD 2g DECORATIVE FLOOR TRACK 3.476" T ~ ~ 1 0.240" zm SCALE:HALF SIZE SCALE:HALF SIZE 0.160" 0.222" r 1.001 0.062" 0.062" 0.062" 76" SCALE: g 0 5 30 UNIMATE LOCK31 MALE BOX CENTER 32 FEMALE BOX CENTER m s F SCALE:HALF SIZE SCALE-HALF SIZE SCALE-HALF SIZE p v1 O 33 41-0.062" aphift 5.500"x 13/16"WIDE }--}0.400" ,a0c s 7/16"0 STAINLESS 'A x•167" STEEL NUT -� p n 0. n _ 125' N 0•♦•3B�" 0.438" C:D0.198" 5 16-18x1 MACHINE SCREW `r" ,-, TYP• I I 5/16"0 INTERNAL STAINLESS STEEL t N 0.121" L 0.689" POWDER COATED,ZINC DIE-CAST THREAD o 1t ? 4.500'----4 �t HEAD STYLE VARIES rn-i, 1.050-- SECTION A O T-LOCK ADAPTER O T-SCREW INSERT O THUMB SCREW �e DELTA MODEL 2022 3 37 38 s INDUSTRIAL SYSTEMS (OPTIONAL) SCALE:FULL SIZE SCALE:FULL SIZE 0 0.254" 4O0 40b 40C O BOX LOCK _SCALE:HALF SIZE ry 0.319J1� c 35 END STRIP 1" SCALE:HALF SIZE f -z.000^� 2" & 3" EXT }-1.625^ 1 500" -T{-0.125" �} SCALE: HALF SIZE _ b 0.050" I 0.125' 0.093" s a 0.125" N 0.085" e 0 0.125" C0FfIMFRANKLB8XkRDOP.EI n o 0.250" o o.oas^ M 0.093" 15-2339 N Pae oesclexvrzoH� 7.000" 20 ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2%3%0.125" ANGLE 39 2X7 ANGLE SCALE.HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE G� SCALE HALF SIZE _Q3 ;EO BENNARDO,P.E. 4g9ANY ANCHOR PER ANCHOR EDGE DIST.SCHEDULE @ 18"O.C. DIST. SEE END STRIFCF A .ANGLE EMBED nSPAN WEN LMI*GSCHEDULE FOIZ .. No 04 r:� uuun�F{{{ LEG DRECTION - O In EMBED. 17 z (INTERIOR) II II y{� F 20,40a,40b0�. ~ pp,, Dg 3 1/4" OR 6.8 START �3 � .. .... Y 8, MAX. WITH 21 OR 2! Q ,? .Q R 17 LLI MIN.0.062"THICK 6063-T6 ALUM. i (C •Ili u 30 ANGLE 1"x 1'MIN.TO 2'x 5"MAX. 21 25 EDG (ANGLE LEG MAY BE REVERSED) DIST. (F(ASTEN ANGLE TO TRACK W/ I TLl'I = 38 ANY ANCHOR PER ANCHOR C2�R*10xl"SCREWS NER,TOP&BOTTOM; >QUQ a: o SCHEDULE @ 18"O.C. AND a Q W ttl z ATTACH TO 6.8 STARTER W/ o m 13 13 , 2"GALVANIZED OR z 30 13 13 #12 x 1/2"GALVANIZED OR S.S.SMS, S.S.SMS,3/16 .0 ALUM.POP w W n 9 6.80"(T YP.) i 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE u''I w r USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"O.C. ALTERNATE END STRIP DETAIL BOLT NUT @ 18"O.C. T,ILI � (EXTERIOR) 5/16-18UMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE m s=w INSERT 3 AT 1/3 SPAN TO 2/3 SPAN SCALE.3"=1'-0" ANY TRACK W/ O LU u; TYPICAL PLAN VIEW FROM BOTTOM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. p HOLE SHALL BE 3/8"MAX WIDTH,UP TO PSF SPAN SCALE:3"=1'-0" 1"HEIGHT. 1"BID(2.7") 62 108" ® 72900- 4 D 82 1 " USE(1)BRASS PUSH LOCK 112 80" OR(1)5/16-18 THUMB 132 75" SCREW) 0THREADED LOCKING DETAILS FOR 2"BIO(3.7") 62 95" SEE END STRIP 4 INSERT 37 AT 1/3-SPAN - - - - - - CENTER MATES 72 88" o SCHEDULE FOR MAX. w Y ' TO 2/3 AN FROM SHOWN ON RANDOM 62 8" SPAN WHEN USING BOTTOM OF SHUTTER. 30 DETAILS 3"B/O(4.7") 82 66" ^' 20,40a,40b OR 40c, RECEIVING HOLE SHALL BE 13 4D 72 79' F�1 3/8"MAX WIDTH,UP TO ( 1"HEIGHT. 30 ALT.i'BIO BZ 2 " t- 1/4" OR 6.8 STARTER O O MAX. WITH 21 OR 25. 7,_co e (2.7) 82 95 '=Tn mm Ii so 112 81" 40 40 USE APPROPRIATE cu 132 75" STARTER STRIP TO --- - - - -- --- ----- 1.5"x3' 45 93" 40b 20 pROV10E CLOSURE E x0.093" 52 87" FOR 13 807 8;" BUILDING CONDITIONS. 3 5 23 2t 64 FASTEN STARTER STRIP o I (INSIDE) 70 75" TO TRACK W/(2)#10xt" 2'x3" m a ry 73 3" SCREWS AT CORNER,TOP IogS 45 139' q x0.125" 52 129" ALTERNATE END STRIP DETAIL 8 BOTTOM o Na W 57 12" SCALE 3"=V-0" ANY TRACK W/SCREW 60 120" 5 13 JI-� 2s 64 116" BOSSES. m r a r 70 111" z a¢ I 73 109" SILL 10 a FOR GREATER SPANS OR LOADS THAN LJ SHOWN IN ENO STRIP SCHEDULE,END e !n O STRIPS REQUIRE A I"xl'.090"CLIP ANGLE ( (n MID SPAN USING ANY ANCHOR ON THE EXISTING GLASS tla z ANCHOR SCHEDULE if*14x3/4-TEK 0000 222555 6a 0 v 13 SCREW OR 1/4.20 BOLT TO END STRIP. USE(1)BRASS PUSH LOCK 30 N� USE 11)BRASS PUSH LOCK (INSIDE) e OR(1)5/16-18 THUMB a a m OR I1)5/16-18 THUMB B g SCREW I 0 THREADED 30 13 I.�4a SCREW I O THREADED "n INSERT 7 AT 1/3 SPAN z a¢ TO 2INSER3 37AN FROM SPAN SILL TO 2/3 S AN FROM gww e BOTTOM OF SHUTTER. (OUTSIDE) as BOTTOM OF SHUTTER RECEIVING HOLE SHALL BE E h 3/8"MAX WIDTH,UP T 1"HEIGHT. 23 TYPICAL OUTSIDE CORNER CLOSURE e CCi3s R 30 � � 5 DETAILS WO/CORNER POST - - -- - - - ---- - - - r NTS 1330 COPfR IGHTFIRkWILAENKWOOP.E SILL 13 31 215 13 23 (OUTSIDE) 15-2339 USE(1)BOX LOCK A7 1/3 sole` - SPAN TO 2/3 SPAN FROM P1IGE DESCWPTIONa Nzry BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE CC2 ��a MULTIPLE SHUTTER ASSEMBLY DETAILS WO/CORNER POST z a NTS ¢ SCALE:3"=1'-0" gvia fes`-'Jti FRANK L BENNARDO,P.E. ------ - CONNECTION-TYPE REFERENCE ANCHOR EXISTING HOST - -- - /� -- - SCHEDULE FOR MAX. STRUCTURE �x I��•• //i� SPACING Cl CONNECTION TYPE i- 1/4-20 MACHINE BOLT�o _ \ REFERENCE ANCHOR 1/2' W/NUT 12"O.C.OR p / \ SCHEDULE FOR MAX. #14 SMS(a)6"O.0 _7} SPACING 1/2" (TYP.TOP&BOTTOM) lJ O ALUM. TUBE , ` dT o'1 m 2 FASTENERS wF �0,�'., 6063-T6 ALLOY EACH ANGLE SEE TABLE A FOR SIZE. I L3 o Oo 5OR 660 / iCVs jL7]f�jf 'ab .. .. .. I o� = 1 x 2 x 1/8 ` ALTERNATE THRU BOLT 1-- _> / �F OR 2"x 2"x 1/8" I C1 CONNECTION TYPE MIN GLASS a ALUM.ANGLE o ____ .___ REFERENCE ANCHOR w°= jpn 13 ( SPACING SCHEDULE FOR MAX. pER TABLE 2 13 F U LJ�I °=m >_Z {: It0 THREE 3/16"0 ALUM. ° I I" POP RIVETS OR l GLASS 1� �w a m WW prl W x^ z THREE #12 SMS,TYP. 0 17 - I OR DOOR--yl X in in F Sly^LU 3/16"0 ALUM.POP � ({fi �� u ¢_¢ ND'dxw 17 RIVET 18OLIJ OC#12 SMS MS I ----'AJ A(TeniN �Zlr-• �❑ TABLE A(CC3) �0R6OR J= PRESSURE VS ALLOWABLE LENGTH \ i TE-i \ 0 MAY USE MALE OR2x2xle 3x3x.16e"PSF NFEMALE LOCK-SLAT 13 ALTERNATE THRU BOLT I 1/4"MAX.FROM PIN j 62 130" - 188 C5 CONNECTION TYPE Cl CONNECTION TYPE " GUIDE TO BUSHING r` --124" - --IJ9" CC TYPICAL-CORNER CLOSURE DETAILS REFERENCE ANCHOR _ REFERENCE ANCHOR I�-"--�' WASHER(TYP.) t�2 ,+�82 119" 17l O NTS SCHEDULE FOR MAX. SCHEDULE FOR MAXI "� 19 l.8 I 17r NTS SCHEDULE FOR MAX 434 82 19" .__ SPACING 3SPACING 92 114" 165' ` #14x3/4"SMS P 9"O.0 Fa 7 D' I 102 110" 160' ^` - = ANGLE TO TUBE CONNECTION 120 104' 147' TABLE B(OCA) EMBED. 2"x 2"6 ALUM TUBE o� i 150 9T 131' EXISTING HOST Z m • 200 88' 114" PRESSURE VS ALLOWABLE LENGTH STRUCTURE 5 CONNECTION TYPE m t; 2'x2"xL�" 3x3"xl/8" EDGE DISTANCE REFERENCE ANCHOR PSF WITHBO WITH O SCHEDULE FOR MAX F FO SPACING ,.% p 62 113" 166" FASTENER(a 18'•o C. ALTERNATE BUILD OUT MOUNT SECTION 0 5 y: 72 LOT 1ST (USE ANY ANCHOR SHOWN Cb a p S 82 101" 147' Er IN ANCHOR SCHEDULE) SCALE.3"=1'-0" m j92 9S' 139" 1 ' 1 102 90" 13T s 120 83" 122" Y I60 74" 109" E a 2D0 x 2"x g 3/16 RIVET OR #12 SMS 090"6063-T6 NDN GLA55 t3 j Nw O 3S (01 18"O.C, OR 1/4-20 17 ALUM TUBE TYP. o w EPARA710N S Z w a Q NUT&BOLT(TYPI ark PER TABLE M ONS 3/16"0 ALUM.POP a¢ 2 o m a �•- p RIVET OR#12 SMS ��r GLASS X �Z¢ ALUM. TUBE z a o: OR DOOR ¢ ¢ @ 18"O.C.ITYP.I gw E Oar e 6063-T6 ALLOY u u N F� 20 SEE TABL B FOR SIZE. 2"x 5"x 1/8" u 2 FASTENERS x CONTINUOUS EACH ANGLE ALUMINUM ANGLE ® 4 1"x 2"x 093"6063-T6 OPTIONAL ANGLE INSIDE 3 16 FF, °n ALUM.ANGLE,TYP. THREE 3/16"0 ALUM. 77 ORIENTATION TYP, 5 6 � Y ^ POP RIVETS OR f A 17 THREE#12 SMS,TYP. w E0.E0. OR 2"x 2"x 1/8'. 4 CONNECTION TYPE `@ 55 13 EDGE DIST REFERENCE ANCHOR ALUM.ANGLE SCHEDULE FOR MAX g g 9E USE MALE OR FEMALE SPACING COPMGMFBANLBBNQWFL LOCK-SLAT EXISTING CONCRETE, 13 13 BLOCK OR WOOD FRAMING 15-2339 (OUTSIDE) EE INSIDE SILL MOUNT SECTION PAGESCALE, PAGE DESCRIVf10Nt #12 x 1/2"GALVANIZED SCALE:3"=1'-0" OR S.S SMS,3/16"0 ALUM. CC4 TYPICAL CORNER CLOSURE DETAILS pOP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS NTS MACHINE BOLT & NUT SCALE:3"=1'-O" Z [7a 18"O.0 2 L-G�l -- - - FRANK L BENNARDO P.E. #P 0046549 .z S ---05-CONNECTION-TYPE _ ..- REFERENCE ANCHOR EXISTING ---- -- - -- Z SCHEDULE FOR MAX. STRUCTURE �` y�(y 2:) SPACING IC/1�1' GLASS G_ "' GLASS w C1 CONNECTION TYP E 5"MAX. 1/4-20 MACHINE B06`f�P '.•Q OR DOOR "'o OR DOOR w w REFERENCE ANCHOR 19 W/NUT @ 12"O C (312(�; NO r u N> r w o 0 SCHEDULE FOR MAX. #14 SMS Cal 6"O.C.-} _ a Z r ut w SPACING 1/2'• (TYP.TOP&BOTT6t'll - xwa� MIN 3 == x - 17 Z o - MN. 13 VI N�J GLASS N r o N m /2" �•J] - 1/4"-20 THRU BOLT W/ GLASS 4 m it 14 x 1/2"SMS Cal 12"O.C. EPARATION X w o Z Q r- Q T/E� I.W.,jail LOCK NUT 12"O.C.OR EPARATION = Q PER 0 0 T LL Iii e.i (al Er"'r OR3/16"O ALUM,POP TABLE2 au00. p ✓I �OR�OR1 9 ui� 12 x 1/2"SMS Cal 12"O.C.E.5 PER L7 F RIVETS @ 6"O.C. OR 1/4"0 % u N w o OR 6 J moi/ OR 3/16"m ALUM.POP TABLE 2 Z 0 RIVETS Col 6"O.C. E.S. w x ALUM POP RIVETS(al 12"O.C. Q R 1/4"m ALUM.POP RIVETS / J 11 AND 3Q r"' /// I FTi^ F<U i1' � 12'"O.C.E S. FAN.GLASS w z IQ�7 g �° 1/4"MAX.FROM PIN ASSEMBLY 1/4"MAX.FROM PIN SEPARATION 73 r w p ZX =m '=O I 1/2"TYP. GUIDE TO BUSHING PER TABLE 2 O9 AND 10 GUIDE TO BUSHING o WASHER(TYP.I ==N x WW 0� ^®qw ASSEMBLY ELI WASHER(TYP) m GLASS 7t M tr7 p'A¢ D3 / 1/2'• 1/2"TYP. EXISTING CONCRETE, W 3 CONNECTION TYPE OR DOOR Hyl Z 0 Z r d44i o BLOCK OR '000 FRAMING EDGE REFERENCE ANCHOR u Q J o a Ul W ww SCHEDULE FOR MAX. E 0. W w 4 CONNECTION TYPE DIST. SPACING v'A O REFERENCE ANCHOR Q -- �i / EDGE SCHEDULE FOR MAX. DIST. SPACING AS SHOWN u+ 3 CONNECTION TYPE IN DIAGRAM ON PG.9 W o 5 OR 61OR m YMI�JI REFERENCE ANCHOR EXISTING CONCRETE, SCHEDULE FOR MAX. 1/4"MAX FROM PIN BLOCK OR WOOD FRAMING /2•• 2 � SPACING.ALT FASTENER Cl CONNECTION TYPE _ GUIDE TO BUSHING N -- ® LOCA-TION FRONT AND _ REFERENCE ANCHOR 1/2" WASHER(TYP 1 $ FROM BACK ANCHORS NOT REO'D O INSIDE MOUNT SECTION SCHEDULE FOR MAX. 19 ti PIN GUIDE TO 98- WITH THIS LOCATION SCALE:3"=1'-0" SPACING 5 CONNECTION TYPE o BUSHING WASHER O INSIDE MOUNT SECTION �y ^m ` REFERENCE ANCHOR Mei ITYP.I SCALE:3"=1'-0" SCHEDULE FOR MAX c e 0 mm EXISTING CONCRETE, SPACING O� w TL / BLOCK OR WOOD FRAMI EMBED. ®Zm / CG BUILD OUT MOUNT SECTION r3 Oc EXISTING CONCRETE, SCALE:3-= 1'-0" ✓r^� �7 p a TYP BOTTOM BLOCK OR WOOD FRAMING EXISTING a c NOTE:FOR DETAILS A.B,D.AND E ON THIS SHEET, EDGE DIST 4 CONNECTION TYPE STRUCTURE °� v 7s THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR EMBED 5 CONNECTION TYPE WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS � SCHEDULE FOR MAX. REFERENCE ANCHOR ///���III►��� A MINIMUM OF TWO SETS OF ANCHORS AND ISA m EO E SPACING SCHEDULE FOR MAX. R MINIMUM OF 12"LONG THE SILL OR CEILING TRACK w 5 6 - SPACING b USED WITH THE BASE TRACK MUST . CONTINUOUS 3 16 � OVER THE GAPS BETWEEN SECTIONS.. 1/2•• w w r O N 0: r w w p GLASS w r J 0: OR DOOR KINi 0•- r w a$@ It 012 x 1/2"SMS Cal 12" EPARATIO GLASS 13 x Z u J w 7 a ? I€N O.C.OR 3/16"0 ALUM PER In p N.4 fI 73 r✓I 0` r w» POP RIVETS Cal 6"O.C. TABLE 2 X O Z r GLASS OR u MIN GLA ==Z U w �,! ba OR 1/4"0 ALUM POP Q a DOOR P TI M r o N m i5 i 13 ojA RIVETS Col 12"OC F pv� PER TABLE2 XZOZ� o!g� f MIN.GLASS r u m i4 SEPARATION u p to Q Q u p d PER TABLE 2 1/4-20 S S.MACHINE a J o Q r OO ANO OB 1/4"MAX.FROM PIN a N e g Lu ASSEMBLY 1/2" GUIDE TO BUSHING ,A SCREW 9,NUT(al u 1/2 TYP. WASHER ITYP.) E 12"D.L. o GLASS "MAX.FROM PIN 1/4MAX. ROM OR DOOR W 4 CONNECTION TYPE w 1/2"`O GUIDE TO BUSHING T X GUIDE TO BUSHING WASHER(TYP 1 8 ! > N ^^f WASHER(TYP 1 EDGE REFERENCE ANCHOR LOPrfEtlifFliNKLlg7dlWOOPE a 5 6 EXISTING CONCRETE, DIST SCHEDULE FOR MAX BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN 2 CONNECTION TYPE 15-2339 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR FRAMING SCALE: BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. OR PAGE DESCR7YTION: 3 CONNECTION TYPE #12 x 1/2"SMS 12" SCHEDULE FOR MAX SPACING "x 3-x 1/4"CONT 0° SPACING ALT.FASTENER 063-T6 ALUM.ANGLE REFERENCE ANCHOR 0 C.OR 3/16"0 ALUM LOCATION,FRONT AND EXISTING CONCRETE, AY BE REVERSED 0 SCHEDULE FOR MAX POP RIVETS Col 6"0 C BACK ANCHORS NOT REO'D BLOCK OR WOOD FRAMING 1 ,5 SHOWN DASHED) SPACING OR 1/4"0 ALUM,POP WITH THIS LOCATION o99 RIVETS 12 o C. CEILING / INSIDE MOUNT SECTION WALL BUILD OUT Op WALL MOUNT SECTION O F WALL/ BUILD :3"=1-0" SCALE:3"=1'-0" SECTION 00 SCALE--3"=1'-0" MIN-GLASS --w _____ FFA�N� 5/BENNARDO,rrP.E.' GLASS SEPARATION \\11 y0P60 OR DOOR PER TABLE 2 13 0 0 �� •• w u S ' GLASS OR •. DOOR NO P 00465q Q Z GLASS OR * _ Q DOOR MIN.GLASS N w D. SEPARATION X to'A a PER TABLE 2 P N - Q= MN.GLASS w w STq .•1 7'. SEPARATION '-m R ® $0 0 PER TABLE 2 w w r Q r (p Z I F- w w wF I u \ J� j N�� F w7 y D /(1I11'L 0 5 � 7 0 S S Z a m l 13 G wolA 13 zoo �� �aWso J 1/2^ 1 i J Z Cl CONNECTION TYPE x D:N ZX oY m 1/4"MAX.FROM PIN GUIDE 28 v aQ REFERENCE ANCHOR Q -'O Q WW �d 9 w� TO BUSHING WASHER(TYP.) Q,n SCHEDULE FOR MAX. S va u'4w z SPACING Qvl C,' r7 TWO 1/4"0 WOOD V5O rAw LAG SCREWS @ 24" CONNECTION TYPE �1 •250" w m 0 C.MAX WITH 2" REFERENCE ANCHOR )' 'D p THREADED PENETRATION 11 J74 SCHEDULE FOR MAX. N "T"INTO CENTER OF 2X STUDS / SPACING /1w7 N it 18 86 EMB."T• 14 SMS @ MIDSPAN BETWEEN / �w STUDS FOR TRACK TO 1"x 4" EXISTING HOST STRUCTURE -- PLYWOOD 8 — TUBE CONNECTION 7� STUCCO FINISH 1"x 4"x 125" � 6063-T6 ALUM.TUBE 'h O DECORATIVE FLOOR TRACK DETAIL O WALL MOUNT SILL DETAIL w_�s THIS DETAIL TO BE USED WHEN STUD SPACING SCALE:3"=1'-0" SCALE:3 1'-0" K$ EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. �F O WALL MOUNT SECTION THIS DETAIL MAY y Q$ Ica pcc ci oi ALSO BE USED �m SCALE:3"=1'-0" O=mo< AT TOP z m /E �w 3 ACCORDION SHUTTER w ¢ : o' o g PER PRODUCT APPROVAL-\ o —GLASS F o m g MIN GLASS OR DOOR I- _ `D SEPARATION 13 m In PER TABLE = II EXISTING WOOD(G=042) S APPLICABLE AT TOP X Q M Z TRUSS OR RAFTER AND/OR BOTTOM Q a X Q @ 24"MAX.O.C. 1-1/2"1-1/2" F 2"OR 3" S N F N EXISTING FINISH I I MATERIAL ia 1/2"MIN. 1/4"MAX FROM PIN GUIDE 2"x S"x 1/8"6063-T6 i ii ow 4 5 6 TO BUSHING WASHER(TYP) ALUM.ANGLE W/ THREE 2"x 3"x 5/e"x CONTINUOUS OR 2.175" /-1 t6 1/4"TILE(TVP) 1/4"m WOOD LAG I I I I w e 2"X 2"x)'e'x CONTINUOUS 1" \2J FINISH MATERIAL SCREWS WITH 2-3/4" I �6'd 6061-T6 ALUMINUM ANGLE PENETR THREADED T R NAWOOD @ I 5 6 a 3/4"PLYWOOD g0.9"MIN.THICK 6061-T6 ALUM TRACK G 7/4"m A325 GRADE THRU BOLT @ 7"O.C. EACH RAFTER OF TRUSS, y� m ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 E OR 5/16"m A325 GRADE THRU BOLT @ 12"O.C. 24"O.C.MAX.WHERE EXISTINGL FA CONCRETE - MACHINE SCREWS AT 3"FROM ENDS GALV.OR S ANGLE EXTENDS BEYOND yyy HOST STRUCTURE WITH AND 9'O.C.FOR THE BALANCE LAST TRUSS MORE THAN ¢ ¢t 6g5; EN D •� � 1/4"m ELCO ULTRACON TO CONCRETE/CMU 6", EXTEND ANGLE TO F.w �Ss �gY 35°0 ELCO ULTRACONS AT EXISTING CONCRETE HOST S"O.C.W/1-1/4* MIN.EMB. d 3"FROM ENDS AND 4"O.C. NEXT TRUSS. w w y 2-1/2"MIN. STRUCTURE(3000 PSI MIN) OR 1/4"m LAG SCREW @ 9"O.C.W/1-7/8" w>D @ . FOR BALANCE WITH 13/4" MIN.EMB. IN WOOD SG=0.42 TO 0 55 H M S o MIN EMBEDMENT AND 2'h" MAX.DESIGN LOAD AT 5'-0"MAX SPAN: EXISTING CONCRETE, 13 =='A x �ce MIN EDGE DISTANCE, t 62 P.S.F. HOLLOW BLOCK OR 'A �+a C0FYF MRWKLB3KYWDP.E STAGGERED WITH 3"MIN. MAX.DESIGN LOAD AT 6'-0"MAX SPAN: WOOD FRAMING.SEE XQ ZcZQ l 2"x 5"x 1/8"CONT. 15-2339 SPACING,TYP. f 52 P.S.F. ANCHOR SCHED ALUM ANGLE(6063-T6) f o a BUILDOUT MOUNT BASED ON TYPE OF A SCAM HO STRUCTURE (MAX.DESIGN LOAE=:,:,P S F.} Q PAGE DESCRIPTIONS :NTS Hb PASS THRU DETAIL TRUSS MOUNT SECTION SCALE 3 1'-0" O SCALE:3"=1'-0" ^ S RgttK gENNARDO,P.E. _ EXISTING HOST ALT.LEG DIRECTION F €yt :,; 1/4"ALL POINTS SOLID SES ANCHORS WITH 7/8"MIN Y/I//j•"-^'-`' 12"MIN FROM EDGE OF ACCORDION ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2" SPACING,AND 3'MINIMUM EDGE DISTANCE ?'Ip1 TOP OR BOTTOM - IAX (2)6063-T6 ALUMINUM ANGLES PER BEAM END,SIZE 0 65549 "0 1/2' PER SPAN TUBE SCHEDULE EMBED. _ SPAN TUBE PER _ DESIGN SCHEDULE o EDGE OF ACCORDION z z - ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT 0 '•, E FW�' SHUTTER BLADES f u 12"O.0 OR#14 x 3/4°SMS 6"O.C. %�:" Ll 3.5"MIN in a /mss vi TYPICAL rn _r_1/2"MAX.5 6 191}&Z u� QVs g0 EDGE 316 �aQW o 2.875"0 HOLE(TO RECEIVE DISTANCE MIN.GLASS N Z X OL m ROUND WINDOW ASSEMBLY) 13 Z! z MAXIMUM OF 3 WINDOWS EXISTING SEPARATION O o W PER EVERY OTHER BLADE GLASSDOOR = 3 u. z =OU U1 D•dxw 1 LIGHT-N-VIEW WINDOW x r o In EDGE r1/2"MAX MIN w a �WQ w 0 DISTANCE + N U ~ N.T.S. EXTERIOR ELEV IL _ z v=im - 5 6 �]I. I� f 0 0 L7 3 16 1/L"MAX.FROM PIN GUIDE TO BUSHING WASHER ITYP.1 m o 1/4-20 MACHINE BOLT W/NUT @ w tn 1/2".ACCESS12"OHOLE .0 OR#14 x 3/4'SMS 6"O.C. vi 2.875"0 HOLE TO - - _ - - SPAN TUBE PER - W _ RECEIVE ROUND EMBED. DESIGN SCHEDULE a WINDOW ASSEMBLY I 1/2" (2)6063-T6 ALUMINUM 1- e d _ 0 AX. ANGLES PER BEAM END,SIZE !�U) g EXISTING _I PER SPAN TUBE SCHEDULE A+pv Q 0 HOST 1/4"0 THRU BOLTS SEE BEAM ZE'D r` i STRUCTURE SCHEDULE FOR REQUIRED NUMBERS ;,. m g W 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN m E a EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM + SPACING,AND 3°MINIMUM EDGE DISTAPICE °1 0.125" 0.125" c 6- � 0.032" 0.032' MAX.DESIGN LOAD=t 72 PSF c g 23 SPAN TUBE SECTION 0.196" 8 N.T.S. VERT SECTION / \ SPAN TUBE SCHEDULE / 1 ALLOWABLE TUBNUMBERO E NUMBER OF MINIMUM ANGIF ANCHORS PERF J Z ROUND TUBE SHUTTER SPAN THRLLBOLTS ANGLE LENGTH I I WINDOW SCE SPAN - TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM I` in a ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE o a 666333 \ m 60" 123.8" 135.r 2 22 3 4° 7' B / 0125° 96' 101.7" 106.9" 2 2 3 3 7" 7' \ - 123" 89.9" 94.4" 2 2 3 3 7" 7' 19 qEq \ l 1 6D" 129.1" 157.0" 2 2 - 2 3 4° 7' 4 0125" 96" 114.8' 124.1' 2 2 3 3 7' 7' / 123' 102.8' 109.6" 2 2 4 4 10" 10" IfI 1 ` 2k8k 60" 138.0' 196.9" 2 02.875" 03250" 0.125' 2 3 3 7' 7" E -- _-- . 96" 122.r 155.7" z 1 z 3 4 T 10" $ 123' 115.4' 1 137.5" 2 3 d 51 10" 13' H�^+' ,E 60' 158.1' 240.0' 2 2 3 d 7' 10'nlDz � iS `\ / 0.1675' �" 140.6" 229.9' 2 3 4 8 10" 16' N 0e $ IMS ' n LIGHT-N-VIEW WINDOW \ ,� 123" 13z.r 203.1' 3 � d 5 7 � 13" 19' DOPrRaRmuacLEENINt00 PE 29 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB - i SPAN TUBE SCHEDULE NOTES: x x x x 4°ANGLES FOR 2"xS'&2"x6"BEAMS. 15-2339 2. USE 2'x5"xl/4°ANGLES FOR 2°x8"&2°x10"BEAMS. SCALE; 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PAGE DESCRIPTION: 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. - S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 2 BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS S N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM. 6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O FRANK L BENNARDO,.P,E. -- - --ANCHO R-SCH E DU LE:CONCRETE _ _ ,,,, )I PE0046549 J(, 2.5"MIN EDGE DISTANCE :..-, G SPLs Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" LOAD CONN TYPE CONN TYPE CONN TYPE o ANCHOR (psf) - Cl4k: •• = Cl C2 C3 I C4- CS L C2 C3 C4 Cr CI C2 C3 C4 C5 No PE004 1/4'ITW TAPCON OR ELCO 43 16.0"16.0"ILL 16.0"16.0"16.0"16,0" 9.0"113.0"116.0"116.0" 9.5" 5.5 8.5" 14-5" _ _'*; - ULTRACON WITH 1-3/4" 53 16.0"16.0"10.5•'14,5"16,0"16.0'112.0" 7.0" 10.5"16.0"15,0" 7.5" 4.5 7.5" 10.5" --D * UI N EMBED(3192ps1 MIN CONC) 62 16.0"16.0" 8.5" 12.5"16.0"16.0 9.5" 5.5" 8.5" 15,0"15.0" 7.5 4.5' 7.5' 10.5" -�) 7 70 16.0"13.0" 7.0" 11.0"16.0"15.5'• 8.0" 5.0" 7.5" 11.5"15.0" 7.5" 4.5" 7.5" 10.5' 7 /�8 COMBINATIOtQo S7A7Ep L®: /(.LLCm^8f 100 15,0" 7.5" 4.5" 7.5" 10.5"15.0" 7.5" 4.5" 7.5" 10.5"15.0" 7.5" 4.5" 7,5" 10.5 2 z 5(TYP.I 9 / 100 COMBINATION-��••.,F<ORIDJmJ q$NU 1/4'MILLENIUM MILLFAST 43 16,0•'16.0"15.0"16.0"16.0"16.0"16.0•' 9.0" 13.5"16.0"16.0'• 8.5" 5.5" 9.0" 13.S- WITH LL„Sj H WITH 1-3/4"EMBED(3275psi 53 16.0'•16.0"11.0"15.0"16.0"16.0"11.0" 7.0" 10,5"16,0"13.5" 7.0" 4.5" 7.5" 9.5" 0 /�/S/ONaLpo:=SS MIN CONCRETE) 62 16.0 15.0 8.5" 13.0 16.0 16.0 B,5" 5.5" 9,0" 13.5"13.5'• 7.0" 4.5" 7.5" 9.5" 111 t 1 t 11IN, w j U 70 16.D"12.D" 7.0" 11.0"16.0"14.0" 7.0" 4.5" 8.0" 10.5"13.5" 7.0" 4.5" 7.5" 9.5" Iil 100 116.016.0:: 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" 7.5' 9.5" 13.5" 7.0" 4.5" 7.5" 9.5 z•L pgL m t 1/4'ELCO CRETEFLEX SS4 43 16.0 16.0"16.0"16.0•'16.0"13.5" 16.0 16.0 16.0"12.5' 8.0" 13.0'•16.0" 1 x S(TYP) 2 x 5 ITYP) WWN i5wu W/2'EMBED(3350ps1 MIN 53 16.0 16.0"16.0"16.0 16.0"EM 16.0"10.0" 6.5" 11.0"14.0•' V.y,j Sr®z CONC) 62 12.5"16.0"16.0"16.0"12.5' 16.0"10.0" 6.5" 11.0 14.0" 3�"a70 10.5"16.0"16.0"16.0"10.5 "16.0"10.0" 6.5" 11.0 14.0•' (AWd w z100 •' 6,5 11.0"14.0"16.0"10.0" 16.0"10.0" 6.5" 11.0 14.0 W ui 5 1"MIN EDGE DISTANCE NOTE; "S"INDICATES ANCHOR SCHEDULE SPACING. Y Cl Cz C3 C4 Cs Cl Cz C3 C4 Cs Cl C2 c3 C4 Cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: ^ 1/4"ITW TAPCON OR ELCO 43 16.0"116.0--1 7.5" 8.0" 16.0"16.0"16.0" 5.0" 5.5" 16.0"16.0" 9.0" 3.0 4.0" 14.0" - C2 CONNECTION TYPE USING PIECE 10 WITH OUTSIDE ULTRACON WITH 1-3/4" 53 16.0"116.0" 5.5" 6.5" 16.0"16.0"112.0" 4.5" 16.0"14.5' 7.5" 10.0" ANCHORS ONLY EMBED(3192pst MIN CONC) 62 16.0"115.5" 4.5" 5.5" 16.0"16.0" 9.0" 4.0" 14.5'ffs.5115.5" 5" 10.0" - Cl.CONNECTION TYPE USING PIECE Q8 WITH 70 16.0"112.5"1 4.0" 5.0" 16.0"15.0" 7.5"- 11,0" 5" 10.0 OUTSIDE ANCHORS ONLY 100 14.5" 7.5" 10.0"14.5" 7.5" 10.0•' 5" 10.0" A 1/4"MILLENIUM MILLFASi 43 16.0"16.0"11.0"13,5"16.0"16.0"13.0'• 6.5" 9.5" 16.0" 0" 4.0" 6.5" 10.5" W WITH 1-3/4"EMBED(3275ps1 53 16.0"16,D 8.0 11.0 16.0 16.0" 9,0" 5.0" 7.5" 16.0" 5" 5,S" 7.5" ANCHOR NOTES: MIN CONCRETE) 62 16.0"11.5" 6.0 9.0" 16.0"13.5" 7.0" 4.0" 6.5" 11.0" 5" 5.5" 7.5" ,W.� o w 70 16.0" 9.5" 5.5" 8.0" 16.0"11.5" 5.5" 5.5" 8.5" 5" 5.5" 7.S' 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING y 0 m a ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE 7cn m 100 10.5" 5.5" 5.5" 7.5" 10.5" 5.5" rs.5" 7.5" .5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). � Uz 1/4'ALL-POINTS SOLID-SET 1-1/4'MIN EDGE DISTANCE _ m fi 3 ClC2 C3 C4 CS Cl C2 33.0" 4.0" CS Cl C2 C3 C4 CS 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ®_m<¢ c u ANCHOR W/7/9'EMBED& ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR ¢ 9 1/4-20 SS MACHINE SCREW 43 16.0"16.0" 8.5" 10.5"16.0"116.01,112.0" 16.0"12.5" 6,5 3.0" 5.0" 10.0 EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER m g p S (3000psI MIN CONC) 53 16.0"15.0 6.5 8.0 16.0" 15.5"10.0" 5.0" 4.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN. E 62 16.0"11.0" 5.0 7.0" 16,0 12.5 6.5 10.0"10.0" 5.0" 4.0" 7.0" --+=*'�' 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. '" •� 70 16,0" 9.0 4.5 6.0 16.0 10.5 5.5" 8.0" 10.0" 5.0" 4.0" 7.0" E3:g g 100 10.0" 5.0" 4.0" 7.0" 10.0" 5.0" 7.w, 10.0" S.o" 4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 6 3'MIN EDGE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER v 1/4'ALL-POINTS SOLID-SET ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/8"EMBED& Cl i C2 I C3 C4 I CS I Cl I C2 C3 C4 CS Cl C2 C3 C4 I CS CONNECTION TYPE,SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 1/4-20 SS MACHINE SCREW 43 16.0 16.0"16.0 16.0"16.0"16,0"16.0"11.5"16.0"16.0"16.0"11.0" 7.0" 11.0"16.0" (�• d (3000ps1 MIN CONC) 53 16.0 16.0"13,5 16.0"16,0"16.0"14.0" 8.5" 13.5"16.0"16.0" 8.5" 5.5" 9.S' 12.0 S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE �`"����' 62 16,0"36.0•'10.5'•16.0"16.0"16.0"111.0" 7.0" 11.0"16.0"16.0" 8.5" 5.5" 9.5" 12.0 ONLY. •� 70 16.0"115.0"1 9.0" 14.0"16.0"S6.D" 9.0" 6.0" 10.0"13.0"16.0" 8.5" 5.5" 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 0 10D 16.0" 8.5" 5.5" 9.5" 12.0"16.0" 8.5" 5.5" 9.5" 12.0"16.0" 8.5 5.5" 9.5" 12,0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 1/4"POWERS SS DROP-IN 2-5/8"MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER @y W/1/4-20 SS BOLT AND Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS FINISHES. 1'EMBED(3000ps1 MIN 43 16.0 16.0 14.0"16.0"16.0"16.0"14.0" 8.0"112.5-116.0"14.0" 7.5" 5.0" 8.0" 11_5 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS 5 CONC) 53 16.0 16.0 9.5" 14.0"16.0 16.0" 9.5 6.0" 10.0 16.0 11.5 6.0 4.0 7.0" 8.0 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQQUATE WOOD FRAMING 333 888 6 $ MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR •� 62 16.0"12.5" 7.5" 12.0"16.0"34.5" 7.5 5.0 8.5 11.5 11.5 6,0 4,0 7,0 8,0" SIDE CLOSURE PIECES. �t y s 70 16.0"110.0"16.5- 10.5'•16.0•'12.0" 6.0 4.0 7.5" 9.0" 11.5" 6.0" 4.0" 7.0" 8.0" 100 11.5" 6.0" a.0" 7.0" 8.0" 11.5' 6.0" 4.0 7.0" 8.0" 11.5" 6.0" 4.0" 7.0" 8.0" B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER L€ 3-1/2"MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL Y'x 4"(MIN,)WOOD STUD.3/4" 44 1/4"POWERS SS DROP-IN EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING+. LAG SCREWS SHALL u W/1/4-20 SS BOLT AND Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. gQQ 1"EMBED(3000ps1 MIN 43 16.0"16.0"15.0"16.0 16.0"16.0 34.5 9.0 13.5 16.0"15.0" 7.5 5.0" 9.0 12.0" 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN - 6 � CONC) 53 16.0"16.0"10.5"15.0"16.0"16.0"10.0" 6_5" 10.5"16.0"12.0" 6.0" 4.0" 7.5" 8.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER •� 62 16.0"13.0" 8.0" 12.5"16.0"15.0" 8.0" 5.0" 9.0" 12.0"12.0" 6.0" 4.0" 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N. dY 70 16,0"10.5" 7.0" 11.0 16.0"12.5" 6.5" 4.5" 8.0" 9.5" 12.0" 6.0" 4.0" 7.5" 8.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 300 12.0" 6.0" 4.o" 7.s" e.s" 12.0" 6.0 4.0" 7.s" B.S.. lz.o' 6.0" a.o" 7.s" e.s" ?�?� q�gs• 2"MIN EDGE DISTANCE * DESIGNATES R WASHER W NGNWHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, g g ie x12 SMS W/2"EYEWALL Cl C2 C3 C4 CS Cl NUTO C2 C3 C4 CS Cl C2 C3 C4 CS 00FYRNMIR hWLBRKkRWPE ARMOR INSERT W/2"EMBED 43 16.0"116.0"11,5"14.0"F16.0" 16.0"116.0" 7.5" 10.0"16.0"116.0" 9,0" 4.5" 6.5" 13.5" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15_233(. (2000ps1 MIN CONC) 53 16.0"116.0"I 8.5" 11.0" 16.0"111.5" 5.5" 8.0" 16.0"114.0" 7.0" 3.5" 5.5" 10.0" _ P 62 16.0"115.0" 7.0" 9.5" 16.0" 9.0" 4.5" 6,5" 14.0"14.0•' 7.0" 3.5" 5.5" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO 6GIL�70 16.D 12.0" 6.0" 8.0" 14.5" 7.5" 4.0" 6.0" 10.5"14.0" 7.0" 3.5" 5.5 10.0" CONCRETE SCREWS TO HOLLOW BOCKDRILL INTO HOLLOW BLOCK NOR G�IMPACT DRILLS BE USED TO INSTALL vwr;e oEsuuvrloN, 100 14,05.5" 14.0" 7.0" 3.5" 5.5" 10.0"14.0" 7.0" 3.5•' S.5"12 SMS W/2.75"EYEWALL 43 16.0 16.0 16.0 16.0" 16.0"16.0"10.0"14.0"16.0"16.0"11.5' 6.0" 9.5" 16.0" ARMOR INSERT W/2.5" 53 16.0 16.0 12.0 16.0" 16.0"15.0" 7.5" 11.0"16.0"16.0" 9.0" 5.0" 8.0" 13.0"EMBED(2DOOpst MIN CONC) 62 16.0"16.0 9.5" 13.5" 16.0"11.5" 6.5" 9.5" 16.0"16.0" 9.0" 5.0" 8.0" 13.0" 2 70 16.0•'16.0 8.0" 11.5•'16.0'•16.0" 9.5" 5.5' 8.5" 14.0"16.0" 9.0•' 5.0" 8.0" 13.0" `JV I °m 100 16.0" 9.0" 5.0" 8,0" 13.0"16.0" 9.0" 5.0" B.0" 13.0"16.0•' 9.0" 5.0" 8.0"113.0"1L•J� mmmmmmom©mmmmm m©mmmmmmmmmmmm a Emm �1 3'MIN EDGE DISTANCE MIN CONC) miaam �/m lW14IN EDGE DISTANCE Co A CONN TYPE CONN TYPE 'TYjPE. I CS 1,1 4"EMBEDl " moi mi%'i/%% /moi, ' Wim//i/owf.� %%!i%% WE 1/4 El CO ULTRACON WITH ia�®KMKM /iia,®/iiiiaii�iiiiiiiiiiiiiiiiiaiiiaiiiiiiiiii. /i ®�oiiiiiiiii, ffm aia/iiai oaiia �i�''/�i,�aiiimmr���i�, im M m�a�aiimmai �m�®®® ®�®oam�®ai�iaa�iaa, Mm/iiaaia�oiim /i�i� iaio�li �i miaaaai m / /iiaa� a EMBED � � iaaiommiif %fm� Woaaa/aia/�i///i�� / aiiiaa iai/ iiiiiimiiii�maa,.aa�ii�a -! ��%%/%a%////O///.%/a/�%//%//a//ai%/aai%a%i��/%i0/a/%//%%///,��%%aa/%/a/%////L�'%%a//%/////%a%%/%/�•%%/%%///%%/a//a%/ �mmmommmmm©mmmm©mmmm©mm©mmmmmm© �mmmmmmmmmmmmmm©mm©m©mm©m®mmmmo ���e0 mum 1-3/4'EMBED �aaiiiaiiaaaiiMIN, WE EMIR mmmraai/a�! f % ia/iaaaaiiliisiiaia/ a mm mmmmmMIN EDGE DISTANCE©m©©m©mmmm©mmEDGE DISTANCE ©mmmm© •��iiiaiiaa��iiaiiiaaaaaimiiia/aaaiiiiiai�aaaaiai�m����iiiii®�mii�iaiiaiim ; a./r/M V iiiaiiia mmmmom�iiaaii ., , iia/io /��%aiii���%� fIN ,ii �i%�iiiiiii'" is/i o iaiiaaai EMN/ Wo/" •• • 10 _______ANCHOR_SCHEDULE: HOLLOW CONCRETE BLOCK FRANK LBE"NAR°°'P.E. - _ l I{I l i l l l i /PE00465491 2"MIN EDGE DISTANCE Spans UD To 6'-0" Spans Up 70 8'-3" Spans Up To 12'-0" „Q`.•'• LIC LOAD CONN TYPE CONN TYPE CONN TYPE - _ ANCHOR Cl C2 I C3 C4 CS Cl C2 I C3 I C4 CS Cl C2 *:• NO pE004654 #12 SMS W/2'EYEWALL 43 16.0 16.0" 7.5" 9.0" 16.0"15.5" 8.5F4.9716.5 15.5 8.5" 4.1"M _ 3 y ARMOR INSERT W/1-1/4" 53 16.0 10.5" 5.0" 7.0" 16.0 I1.0" 6.0 3.5" 5.0" 11.0" 7.0" 3.5" _'II O u EMBED ff1�f 0 62 14.0" 7.5" 4.0" 6.0" 14.5" 9.0" 4.5" 4.0" 7.0" 7.0" 3.5" U = Q Z =m 70 11.5" 6.0" 3.S" S.5" 12.5" 7.5" 3.5 3.5" 5.5" 7.0" 3.5" %0�'•, STATC OF W PL 8 fp 100 7.0" 3.5" 3.5' 5,0" 7.0" 3.5" 3.5" 5.0" 7.0" 3.5 � •'•�<ORIO� w�+m �?'^ ANCHOR SCHEDULE: WOOD (G=0.55) ' s " mt ''�; NAL I E% Z uL}� 0 W v a 3/4"MIN EDGE DISTANCE fitrrtn1�L �>I s a G Spans Up To 6'-0" Spans Up 7o 8'-3" Spans Up To 12'-0" U 9< O LOAD CONN TYPE CONN TYPE CONN TYPE z M 152Z HL _ ANCHOR (Pf) Cl C2 1 C3 C4 I CS Cl I C2 I C3 I C4 I CS Cl C2 I C3 I C4 CS WW 0Ng ®z 1/4'LAG SCREW WITH 1-3/4 43 16.0"16.0"111.511 12.5"16.0"16.0"16.0" 7.5" 9.0" M3.5"' 4.0"' 16.0"14.5" 4.5" 6.0" 16.0" MIN THREAD PENETRATION 53 16.0"16.0" 8.S" 10.0"16.0"16.0"16.0" 6.0" 7.0" 16.0"11.5" 4.0" 5.0" 16.0" V)W s=w 62 16.0"16.0" 7.0" 8.5" 16.0"16.0"14.5 5.0 6.0" 16.0"11.5" 4.0" 5.0" 16.0" p W w 70 16.0"16,0" 6.0" 7.5" 16.0"16.0"12.5 4.0 5.5" 16.0"11.5" 4.0" 5.0" 16,0" b wO 100 16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5" 4.0" 5.0" "16.0"11.5" 4.0" 5.0" 16.0"' u�^i 7/16'WOOD BUSHING WITH 43 16.0"16.0" 8.0" 10.0"16.0"15.5" 8.5 4.5" 7.0" " 8.5" 4.5" 4.5" 7.0" '• c 1.13'MIN EMBED&1/4-20 53 16.0"10,5" 5,5" 8.0" 16.0"11.0" 6.0 3.5" 5.5" " 7.0" 3.S" 4.0" 5.0" SS MACHINE SCREW 62 14.0" 8.0" 4.5" 6.5" 14.5" 9.0" 4.5" 3.0" 4.5" 7.0" 3.5" 4.0" 5.0"70 12.0" 6.0" 3.5' 5.5" 12.5" 7_5" 3.5" 4.07.0" 3.5" 4.0" 5.0"100 7.0" 3.54.0" 5.0" 7.0" 3.5" 4.0" 7.0" 3.5" 4.0" 5.0"#14 SMS OR#14 WOOD 43 16.0"16,0"12.5'14.516.0"16.0"16.0" 8.0" 10.0" "16,0"11.5" 5.0" 7.0" 16.0" u1g p SCREW WITH 1-3/4"MIN53 16.0"16.0" 9.011.516.016.015.06.0" 8.0 "16.0" 9.5" 4.0" 5,5" 13.0"THREAD PENETRATION 62 16.0"16.0" 7.59.516.016,011.5' S.0" 7.0" "16.0" 9.5" 4.0" 5.5" 13.0" CQ70 16.0"16.0" 6.5" B.S" 16.0"16.0"10.0" 4.5" 6.0" "16.0" 9.5" 4.0" 5.5" 13.0" p100 16.0" 9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4.0" 5.5" ' 16.0" 9.5" 4.0" 5.5" 33.0" c a 0 m ANCHOR SCHEDULE: WOOD (G=0.42) cin Ie e 3/4"MIN EDGE DISTANCE m o F G_ Spans Up To 6'-0" Spans Up To 8'-3" Spans Up 70 72'-0" �1 1=W 3y o ANCHOR �P CONN TYPE CONN TYPE CONN TYPEy- W3 x E Cl I C2 C3 C4 CS Cl I C2 C3 C4 I CS Cl C2 C3 C4 C5 o o g 1/4"LAG SCREW WITH 1-3/4 43 16.0"116.0" 9.0" 10.0"16.0"16.0 16.0 5.5" 7,0" 16.0"16.0" 9.5 3.5" 4.5" 15.0" v MIN THREAD PENETRATION 53 16.0"16.0" 6.5" 8.0" 16.0"16.0"12.5' 4.5" 5.5" 16.0"15.0" 7.5" 3.0" 4.0" 11.0" Ip 62 16.0"16.0" S.S" 6.5" 16.0"16.0" 9.5" 3,5" 5.0" 15.0"15.0" 7.5" 3.0" 4.0" 11.0" d `r 70 16.0"13.5" 4.5" 6.0" 16.0"16.0" 8.0" 3.0" 4.0" 11.5"15.0 7.5" 3.0" 4.0" 11.0" v m PLL4b4�`7Tf s � 100 15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4.0" 11.0"35.0" 7.5" 3.0" 4.0" 11.0" #14 SMS OR#14 WOOD 43 16.0"16.0" 8.S" 10.5"16.0"16.0"12.5" 5.5" 7.0" 16.0"13.0" 6.5" 3.5" 5.0 10.5" i p SCREW WITH 1-3/4'MIN 53 16.0"16.0" 6.5" 8.0" 16.0"16.0". 8.5 4.0" 5.5 16.0"10.5" 5.5" 2.S" 4.0" 7.5" 0 THREAD PENETRATION 62 16.0"11.5" 5.0" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10.5"10.5" S.S" 2.5" 4.0" 7.5- 3: to 7D Sfi.0- 9.5" 4.5" 6.0" 16.0"11.0" 5.5" 3.0" 4.0" 8.0" 30.5" 5.5" 2.5" 4.0" 7.5" loo los" 5s' 2.5" 4.0" 7.5' lOs' 5.5 2.5" 4.0" z5" 10.5-1ss" 2.5" 4.0" 7s' �' pp E ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK F 4"MIN EDGE DISTANCE (j Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" LOAD $ 0 CONN TYPE CONN TYPE CONN TYPE g O ANCHOR g x� (PsQ Cl � C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS ' 5/16'ITW TAPCON XL W/ 43 16.0"16.0"16.0"16.0"116.0"116.0"116.0"15.0"116.0"116.0"16.0"15.0 9.0" 14.0 16.0" Q 2-1/4'MIN.EMBED 53 16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.0"116.0"116.0"16.0"12.0 7.5" 12.0 16.0" E� .. n �p 62 16.0"16.0"14.0"16.0"16.0"16.0"15.0" 9.0" 14.0"16.0"16.0"12.0" 7.5" 12.0"16.0" s 70 16.0"16.0"11.5"16.0"16.0"16.0"12.5 8.0" 12.5"16.0"16.0"12.0" 7.5" 12.0"16.0" p 100 16_0"12.0" 7.5" 12.0"16.0"16.0"12.0 7.5" 12.0"16.0"16.0"12.0" 7.5" 12.0"16.0" ❑ 5/16'ELCO ULTRACON W/ 43 16.0"16.0"10.5"14.0"16.0"16.0"10.5" 6.5" 9.5 16.0"11.0" 5.5" 6.5" 9.0" a H O 2-1/4'MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16.0"14.0" 7.5" 7.S' 13.5" 9.0" 6.5" COP/MCMFlWI(LBBlWIpOP.E S w 62 16.0"10.0" 6.0" 9.0" 16.0"11.0" 5.5" 116.5" 9.0" 9.0" 6.5" 15-2339 5 -70 15.0" 8.0" 5.0" 8.0" 15.5" 9.5" 5.5" 7.0" 9.0 6.5 6CAILt I - 0 100 9.0 5.5 6.5 9.0" 5.5 6.5" 9.0 6.5" y.2 PAGE DESCRIPRON. 1 u 2"MIN EDGE DISTANCE C1 C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 #12 SMS W/2"EYEWALL 43 16.0 16.0" 9.5" 11.5"16.0"16.0"14.0 6.0 8.0" 16.D"14.5" 7.5" 3.5" 5.5" 11.5" ARMOR INSERT W/2'EMBED 53 16.0 16.0" 7.0" 9.0" 16.0"16.0" 9.5" 4,5 6.5" 16.0 11.5" 6.0" 3.0" 4.5" 8.5° p 70 16.0"10.5" 5.0" 6.5" 16.0"12.5" 6.5" 3.0" 4.5" 9.0" 11.5" 6.0" 3.0" 4.5" B.5" 9 FOR ANCHOR NOTES. L.I U y g ANCHOR NOTES:SEE SHEET STt a_ 100 11.5"-6.o--T3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5" B.5" 11.5' 6.0" 3.0" 4.5" B.5" I 1/15/2020 Florida Building Code Online I BCIS Home { Log In l User Registration Hot Topics Submit Surcharge Stats&Facts Publications ( Contact Us i• BCIS Site Mapj i Links i Search Florid10% 11004La d ) ru '. ::�Product Approval ra USER:Public User s,Yt�r;zc:,;'s �.r+dtz�R,m . Product Aoorovai Menu>Product or Application Search>Application ' Application etas ^Cl FL# FL15094-R3 tPr3 C► Application Type Revision < G Code Version 2017 O p Application Status Approved 0;0 , G . �. N' Comments R Archived i Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez etal.com REVIE��J gg; gg Ir� Technical Representative CODE COM L®6`�€:i NCE Address/Phone/Email V '�� ST. LUCIE C UhT Quality Assurance Representative ®C Address/Phone/Email Category fEvaluation_R-ep F��e C� Subcategory lsi Compliance Method rom a Florida Registered Architect or a Licensed Florida l Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. ` ' Validation Checklist-Hardcopy Received Certificate of Independence FL15094 R3 COI EASTERN METAL SUPPLY, INC. DRAWING 17-088 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E 1996 2005 ASTM E 330 2002 ASTM E1886 2005 I i Equivalence of Product Standards Certified By I I Sections from the Code i I https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPjZ4x17FS7RBujNGOLZRBVI QecPflwLCIQ%3d%3d 1/2 1/15/2020 Florida Building Code Online I Product Approval Method Method 1 Option D Y Date Submitted 09/13/2017 Date Validated 10/14/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 15094.1 Clear Bertha Storm Panel-2"-Non- Corrugated Polycarbonate storm panels retained or not by HVHZ- Drawing# 17-088 tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15094 R3 II EASTERN METAL SUPPLY,INC. DRA ING 17- Approved for use outside HVHZ:Yes 088 CLEAR BERTHA STORM PANEL.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida,Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile. Max span is T-5"for+60,-60 p.s.f. Evaluation Reports ASD. See sheet 3 of installation drawings for other spans and FL15094 R3 AE EASTERN METAL SUPPLY,INC. DRAWING 1. pressures. 088 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back tvext I I Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not sel d electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personalad dress,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ECl�tk Credit Card Safe j https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPjZ4xl7FS7RBujNGOLZRBVlQecPflwLCIQ°/"3d%3d 2/2 GENERAL NOTES: -- -- A.4) IN CASE THAT PRECAST STOlJE;PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.).HAS BEEN VERIFIED FOR COMPLIANCE/N ACCORDANCE ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN.STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. INDICATED ON NOTES A.1) A.2) &A.3). THIS STORM PANEL SYSTEM SHALL ME BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-DADS/BROAARD COUNTY). (B) TO EXISTING CONCRETE BLOCK WALL:ASTIR C-90 DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, -1/4'0 TAPCON ANCHORS MANUFACTUREO BY I.T.W. BUILDEX OR ELCO CONSTRUC7708 PRODUCTS& 1/4"0 BLUE TAP FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND ANCHORS, AS MANUFACTURED BY FLORIDA FASTENERS, INC. FOR-A DIRECAONALITY FACTOR Kd=0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC AND SHALL -1/4'0 ELCO MALE PANELMATE'MANUFACTURED-BY ELCO CONSTRUCTION PRODUCTS. NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RA77NGS INDICATED ON SHEETS 3&6. -1/4'0 X 3/4"ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW BOLT& SPECIALTY COMPANY. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 NOTES.- SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MUL77PLYING THEM BY 0.6 IN ORDER TO B.1)A41NIMUM EMBEDMENT OF TAPCON, BLUE TAP ANCHORS AND ELCO PANELMATES INTO THE CONCRETE BLOCK UNIT TO COMPARE THESE {Y/MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3 & 6. SHALL BE 1 1/4" STORM PANEL'S.ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF B.2) J/4"SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMB£OfAENT INTO THE ABOVE MENTIONED CODE AS PER ATLSF REPORT If 0615.01-11 &ATL REPORT f030201-1OR PER ASTM E 1886& E 1996, STUCCO SHALL BE PERMITTED. &ASTM E 330-01 STANDARD. 1/4"0-20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST, 2. CLEAR BERTHA STORM PANEL SHALL BE EXTRUDED USING ANY OF THE FOLLOWING POLYCARBONATE SOURCES WITH THEIR AND I"MINIMUM FOR WALLS WITH NO STUCCO. CORRESPONDING MODEL NUMBER: B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE GENERAL ELECTRIC PLASTICS LEXAN 103 BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON N07ES/N B.1) &8.2)ABOVE. DOWN CHEMICAL CALIBRE 302 V-6 (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S CAVESTRO CLC. MAKROLON POLYCARBONATE SHEETS MANUFACTURER. 7. PANEL MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 4, MINIMUM PROPERTIES FOR ALL OF THE ABOVE POLYCARBONATES ARE AS FOLLOWS: SHEETS 4 &5. --- _ TYPICAL PROPER77ES APPLICABLE STANDARD REFERENCE RESULT _ PHYSICAL.• 8. STORM PANEL SHALL BE REMOVED AFTER THE HURRICANE AND SHALL BE STORED AND PROPERLY MAINTAINED. SPECIFIC GRAVITY ASTM D792 1.20 G/CC 9. IT SHALL BE THE RESPONSISIL17Y OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO MECHANICAL: BE ATTACHED TO INSURE PROPER ANCHORAGE. TENSILE YIELD STRENGTH ASTI4 D638 8,700 p.s.i. 10. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER IN FLEXURAL STRENGTH AT YIELD ASTM D790 12,500 p.s.i. ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. FLEXURAL MODULUS ASTM D790 340,000 ps.i. LABELING TO C014PLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. lAlPACT' 11. THE INSTALLATION CONTRACTOR/S TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT NOTCHED IZOD ASTM D256 18 FT-Ib/n WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. FIRE BURNING CHARACTERISTICS: 12. STORM PANEL INSTALLATION SHALL COMPLY.WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING SMOKE DENSITY ASTM D2843 75 (MAX) REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT 1S APPLIED 70. RATE OF BURNING ASTM D635 C-1 CLASS (MAX) 13. (A) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC SELF IGNITION ASTM 01929 650 'F PROJECT.' LE. WHERE THE SITE CONDITIONS DE14ATE FROM THE P.E.D. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUD114G LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D. PROVIDED-HE/SH£DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS J. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY& TEMPER. DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIES OR CORROSIO14 RESISTANT COATED CARBON STEEL AS PER DIN (C) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 50018 W/50 KSl YIELD STRENGTH ANO 90 KSI TENSILE STRENGTH&SHALL COMPLY W/FLORIDA 8UILDlfJG CODE (0) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME SECTION 2411.J.3.4. THE ENGINEER OF RECORD (E.O:R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, AC7/NG AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS 5. BOLTS TO BE ASTAJ A 307, GALVANIZED OR A1Sl 304 SERIES STAINLESS STEEL, WITH 36 KSI MlN. Y.'ELD STRENGTH LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS., SEE SHEET 2 OF 5 FOR APPLICATION'S. (A) TO EXISTING POURED CONCRETE MIN. f'c =.3 KSI (E) THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD -1/4"0 TAPCON ANCHORS MANUFACTURED BY I.T.W. BUILDfX OR ELCO CONSTRUCTION PRODUCTS& 1/4"0 BLUE TAP ANCHORS THAT PREPARED IT. _ _ AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. /J✓✓✓t.�»>s�+.e THIS DRAWING SHALL ONLY BE USED TO -1/4"0 ELCO MALE PANELMATE"MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. Ailllt�k71j �' OBTAIN PERMITS IN THE STATE OF FLORIDA -1/4"0 X 3/4"ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. -1/2"OD X 2 1/8'•ENX312 PANfLMATf INSERTS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. NOTES `a�� ;� FLORIDA BUILDING CODE ( Non High Velocity Hurricane Zone) A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON, BLUE TAP ANCHORS AND ELCO PANELUATES/S 1 3/4". e2017 TILIECG D:a CLEAR BERTHASTORM PANEL OruwN Br. A.2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE Q� 7 * 2'00_DEEP L.C. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 07/15/17 "�° STATE OF 1/4"0-20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST, AND 1"fA/NlMUA! FOR WALLS : 9 FI�^ ;'� ;� IL E C O .Nc. EASTERN METAL SUPPLY, INC DATE MIN NO STUCCO. SCREWS SHALL BE 304 SERIES STAINLESS STEEL W/3/4"0 HEAD SIDEWALK BOLTS. q, T TILLn TESTING&ENGINEERING LONPANY 4268 WEST RGADS DRNF -= � ........... iv,• \C�i' n .: .n.Sm.=Ka°A,•A cAema,n ores FEST PALA/BEACH,fL J3107 77-OB8 A.3) MINIMUM EMBEDMENT INTO CONCRETE OF PANELMATE INSERTS/S 1 5/87. NO EMBEDMENT INTO STUCCO SHALL BE SJ'` �ml''uO•�' f'°.+1°7'"'ra' PERMITTED.-5/16"0 -18 304 SERIES STAINLESS STEEL SCREWS USED SHALL PENETRATE 1'LAIN. INTO ANCHOR. LD ss(( �• eB`p'✓0s°7�is� cts�mo, DRAWING No P.E. S121k GN Kf2E/DAAF WA TER A.7LL f10R/04 De. K I67 SHEET 1 Of 6 --------- --------- —F10UNTING SETIONS - - - - - - — - (SEE SHEETS 4✓i 5) ANCHORS (SEE SECTIONS) —12.000- -11.003" 4.749' --}—,.500' i 4.749'1.003' T 7P6• o' F--ZOOO'—i4.249" 2.000" W O0:100'•THICK CLEAR PANEL 1 suu:J/8•-r -5- zi j i 2 PLAN VIEW C a •g44 ry ,tis y _i ( 094" 576 .576 Q- ti IIS_ .06j* OVERLAP OVERLAP w ' I L V ANCHORS(SEE SECTIONS) l—If ILTc! u q0� r 10' I� R STORM PANEL TYPICAL ELEVATION 5v.JB,• SCLLE..3/16'o I• 000"Nor. \ O 3"MAX.ANGLE BUILD OUT BRACKET O TRACK ®WASHERED WING NUT 1``\ scut: 3/4--I• swE:J/e'-r ZAWC NICKEL PL47E / \ 2.576" 2.576' u:' \\\ WASHER WINC NUT scvR J/e'.r' � i��i /\ � �•£!7 ,�cRIAT� I � 1 IXlERAY7 �\ / �. \\rte / 3 PANELS— f25 •R \'— N 750 1/4•e_7a SS srUo '1�"(7yp,) N o2yi PLAN VIEW Rhf,FD ro Aw^tE u LEE AOOIRON4L J/16 -1 SEE ADDMO144L c 6'OC } CLOSURES OEWLS CLOSURES CETAILS I ON SHEET J. ON SHEET J. N 8 0 � N L OS7B 2.000----1 II f F SOOO"MAY. bpm 5OSTUDDED ANGLE © BUILD OUTANGLE OO KEYHOLEATPANEL 6063-T5 ALUM.ALLOT SGa4 J/8'-r• '� -'• —I 0.02" 1rl'P��R COMPOp L F •.� FLORIDA BUILDING CODE ( Non High Velocity Hurricane Zone) 0.97"0 G-60 GALV.OR S.S.FLAT STEEL BONDED l\!f/E� Tfi NO.4� - ?' 42017m 7 rErn,WCCLEAR BERTHA STORM PANEL DRAWN Br. WASHER W/EPDM WASHER BACK UP .d 2.00"DEEP) Am SPI SFRCS 6.S OR ASlM A-6N GRIOC IO • ('�E4 11,1211 CO,Hc. EASTERN METAL SUPPLY, INC ,•. T ''••.VR10�:�'wV.tA Y ,7 1L E TICCIT TESTING h ENGINEERING COMPANY 4268.WEST Ra4DS DRIVE w/e 051nW.361,n.—im lrnPNa uROfM n J.... WEST PALM BEACH,FZ J3407 17-088 tV s- •11� vne�..:r71-Isw.r:t�mMN-ren '• r -mv2 00067ataan DRAWING No F8-00067,9 P.E. SEAL�SIGIJATURE/DAT£ WALTER a i,.1✓4.67 «P I,w FLORIDA Li,.' 44167 SN£f7 2 OF 6 li --MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) WITH CORRESPONDING 7'ES MAXIMUM PANEL LENGTH CONCRETE BLLOCK WA�q p OR 1x4"WOOD STUDS L (Ft.) VALID 2 OR 3 REQUIRED 2;500' FOR INSTALLATIONS �I O O Ar1n: INTO POURED CONCRETE, II OR 5 oa 6' 4cLNa{HORS 2MS,Ono CONCRETE BLOCK MIN. SEPARATION 71 !kC—t. CONCRETE. BLOCK � II 0 12"O.C. \ �. OR WOOD. TO GLASS I ' 1.000MAX. A.S.D. MAXIMUM \- �'�� ALTERNATE LEG LOCARON DESIGN gNEL LENGT WIND SEPARATIONI tz'x 2'x Dss To PRESSURE ZONE iRATING s.L L (ft.) r 90 / I 2' 2" Aloin.ANGLE oR_ — I__ Mor. .080"JIOS-HI54 SHEET 60 7'-5• I, 2&3 1 � IAETAL A/um. BENT PLATE.Min. PANEL LENGTH IS J'-O" 4 g• 2• 4"r 4':.071"Alox. JI05-H14OR/I/4"0 BOLI 6063-T6 ALLOY / -0 24"0. C. Cont.Alum.ANGLE. W/JACKNUT 1 -- - - - - GCASE CASE C PlaB Plann ) SCALE. 1 4"= 1" SCALE- 1/4"= 1" POURED CONCRETE,-� CONCRETE BLOCK. WALL 1'x J"x.093'3/O5 H-74 OR OR 21r4'MOD STUCS / POURED CONCRETE, 606J-76 ALLOY C.M.Alum.ANGLE / RFOUIRED Min CONCRETE BLOCK WALL W/1/4 0 s 1 J/4"TAPCON 1,5X' OR 2x4"WOOD MDS ANCHORS W 12'O. C. 1 1 000' RE00) CUT PANEL RE0UIRED ?—I \ /• / 2I/4"GAP 1.000" 1/4 01 1 3/4" / / 7APCON ANCHORS X=8.0.DISTANC£ 0..12.O.C. I 4 / 1 / POURED CONCRETE. \J _ CONCRETE BLOCK WALL 2"x 4"x.125'' l 1 OR 2x4•-WOOD STUDS 3105-H14 OR1 REOUIR£D 6063-T6 ALLOY / 2.500• / Cont.At...ANGLE / Alin. CASE A (Plan) CASE D (Plan) CASE E Plan 'SCALE.-. i/4"- 1" SCALE. 1/4"- 1"' SCALE 1,4 1 END CLOSURES DETAILS e�� ����filS'� '•:vf�.`� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) A0 C2017 TILTECO./Nc. CLEAR' BERTHA STORM PANEL DRAWN BY. 2.00"DEEP LG v '• 07/25117 EASTERN METAL SUPPLY, INC DATE •••�1/���A {"�'�1 TILUT TES77NG&ENGINEERING COMPANY 4266 WEST R04DS DRQ AL +� �� 6JJL/.w.J412 54 SgJpJ,v"Gu Ga4A l n J3iL6 IVEST PALM BEACH,n 33407 17-088 L�io A.A •yw(c\Z 111 :n:n05�1971-1JJ0.fv:(]0!14)1-13JI G`,9v -mak Y.mOea/.mm �_,,� mm �, DRAW/NG No P.E'. SEAL'/51GNk7dRE/DATE WAL0067 TER ADTILLT1Jrt P.E. 1 wa FLORIDA L•. H 167 SHEET 3 Of 6 1/4"0-20 x 3/4'S.S.BOLTS O 3 C-1. - --- --- - 6-O.C. W/NUT&WASHER 1/4'B xJ/4'SOL10-S \ O EA ivO8 &LANCHORS W/1/4'-2I 1/4'TAPCON OR 1/4'TAPCON OR / W/1/4 0-20 x 3/4' S.S.SIDEWALK BOL 4 W/O8 EA BCU£TAP ANCHORS \ PCU£TAP ANCHORS S.S. BOLTS O 6"O.C. (J/4 O HFAO)W/ 4 1/4"x 1 3/4 ELCO (SEE SCHEDULE (SEE SCHEDULE (SEE SCHEDULE SH 6) HALF PANELLIATE SHEET 6) --,- Cont. 1'IA/n.� SHEET 6) SH�6,(SEE SCHEDULE \ I I .500` NB .250 POURED O 0 N E.D. att�oGor, CONCRETE W \ POURED i \ \ )125' OR CONCRETE CONCRFJ£ W POURED [j POURED BGOLK ORCON'CRE7E CONCRETE REQUIRED \ BLOCK CONCRETE W OR CONCRETE ' \�\ \ ��\\\\ REOU/RED \ OR CONCLOCK RETE \ BLOCK REQUIRED Cont. 4 � � i W/O EA pd G f d MIN.SEPARArON W pp MIN SEPARATION f0 Ex/SRNC GLASSj '{—TO EXISTING GLASS (SEE SHEET 3) t tv (SEE SHEET 3) _ UN.SEPARATION A.W. • EXISTING ( � ) (SEE SHEET 3)}�TXInCGss Q w1 CONCRETE BLOCK REQUIRED E.D. 4 W,/ B , _1 Cont 7 .566' 2 ' I 7 Cont. 1/4"TAPCON OR--, POURED u BLUE TAP ANCHORS CONCRETE POURED�l (SEE SCHEDULE PANELMATE INSERTS OR CONCRETE CONCRETE W BLOCK OR CONCRETE SHEET 6) SDE ALT K BOL75 POURED 6-0REQUIRED BLOCK r , `-U (3/4"0 HEAD)(SEE CONCRETE OR REOVIRM W/114*0-20 x 3/4' SCHEDULE SHEET 6) CONCRETE 4 W/O EA. •'n 4 8 Fil SS BOLTS O 6'O.C. BLOC/RFD 1/4'TAPCON OR 3 W/11410-20 x J/4" e W/ BLUE TAP ANCHORS S.S.BOLTS O 6'0.C. 1/4'rAPCON OR 3 W/11410-20 x 3/4" (SEE SCHEDULE BLUE TAP ANCHORS S.S.BOLTS O 6'O.C. [.. SHEET 6) (SEE SCHEDULE SHEET 6) SECTION 1 SECTION 2 SECTION 3 SECTION 4 SCALE 3/8" = 1" SCALE : 3/8" = 1" SCALE : 3/8" = I" SCALE : 3/8" = 1" INSTALLA TION DETAILS ON EXISTING POURED CONCRETE OR CONCRETE BLOCK BUILDINGS ����Q�:.•'" �/ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 020r7 RLTELO.INC. CLEAR BERTHA STORM PANEL DRAWN BY: NOTE E. D. =EDGE DISTANCE La MOUNTING INSTALLATIONS MAY SEE SCHEDULE ON �/ 200"DEEP BE COMBINED IN ANY WAY TO ( 't �'!` 07125117 ATEi7 SUIT ANY INSTALLATION. SHEET 6 OF 6) ro STATE F ;��,� �- E C O INC. EASTERN METAL SUPPLY, INC fa�p n TILLIT TESTING&ENGINEERING COMPANY 4266 WEST ROADS DRIVE .. Q ^Vf��L �� 6JSSKw..tam.SE 54..W3,1KLru a/ROAS,n iJt6a WEST PALIA BEACH.TL 37407 17-088 y�l•''•.. f\ ,�\Yyhwkn-Iuo. (.ar)an-Iw e®vmr SS _ � .. No t -0006 neon DRAW/NC P. "cr urf� E'DATE WAt E A r,LUT 9J..P.c 0O Is O o SHEET 4 OF 6 FLORIDA am 44167 -— -1/4'0-UPCONS-O 6.O.C.--- ------ W1 -----W/1 1/2'WN. THREADED ----------- 1/4"0 TAPCONS®6"D.C. TE------ —I/4"0 MAL£PANEL/AATE PfNE71L17I0N l0 EXISTING WOOD HEADER. - IY/1 1/2'MIN. - O 6'O.C. W/7 7/B°MIn. - ---- -� 6 6"O.C. THREADED PENETRATION THREADED PENETRATION. THREADED PENfTRAT/ON. TO EXISTING WOOD HEADER. TO EXISTING WOOD HEADER. i :./ TO EXISTING IVOOD HEADER. 0-20 J/4•SS.BOLTS 6 Cont, O 6"O.C. W/NUT&WASHER j i I ®Y/C EA. N /� N IV 11410-20 x J/4" a W/O N 4 W/ FA. � 1 '•+',• S.S. BOLTS O 6'O.C. 3 Cont. �;.e•.• . WOOD HEADER Cont• �:J I� WCOD HEADER W h I WOOD HEADER REQUIRED W/O W REQUIRED y WOOD HEADER REQUIRED 7 W T REQUIRED Z W MIN. S£PAI7ADON 0 I � TO EXISTING j W (SEE SHEET CLASSS J O I O Ln - - - -- 2 MIN. MLN. I SEPAPARON F� ti C7 SEPARA VON W SEPARA77011 U W TO EXISTING I - J TO EX/SONG _ 1 W TO LANG 2 J CLASS GLASS J - m (SEE SHEET J) W (SE£SHEET J) C (SEE SHEET J) W W �J—�, d ( 4 W/0 FA a I 4 W/CJ EA. a 2 a W//, 0. 2' 6'WOOD DECK f S.S./4 Y-20 x D.C.314' V ' S. BOLTS O 6'O.C. t / 11%11410-ZD x 3/4" REQUIRED/ I 5 rALLOWED) (1T0 FINISH I I ` S.S. BOLTS O 6"O.C. � .�., .. / O j / i w i / �C.nt ly/OB 5/16'0 7APCONS O 4'D.C. IYOOD STUD !:REQUIROES. STUD / W%1 1/2"lA/N. O 24'O.C. " 3 Cont. W/i/<a-20`3/4 THREADED PENETRATION. REQUIRED 3 C°nL S.S. BOLTS O 6'D.C. 114'o TAPCOh'S®6.O.C. 1/4'0 7APCCNTS TH 1 112,"IN. NETRAT/ON PONMTO EX/57W. �NCDTAZCOANN®6"O.C. TO E40EEXISTNC WOOD PIATE ON IY000 PLATE AT M/DW/DTH 1HR.11 P£NE7RARON AT M1DW7DTH OF PLATE —IY000 STUD OF PLATE. To EVlSRNC V/OOD PLATE O 24'O.C. AT M/DWIDTH OF PLATE REQUIRED SECTION 1 SECTION 2 SECTION 3 SECTION 4 SCALE : JIB" = 1" SCALE : J/8" = 1" SCALE : J/8" = 1" SCALE : J/8" = 1" INSTALLA TION DETAILS ON EXISTING WOOD BUILDINGS NOTE: ,� 3r"T'IS�c'•✓p FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) MOUNTING INSTALLATIONS MAY BE020177/LIEC0•INC. CLEAR BERTHA STORM PANEL DP4WN BY.. 200"DEEP L.C.COMBINED IN ANY WAY TO SUIT 07/25/17 ANY INSTALLATION. gyp'., �� .:<� 1 LTE C-0 ,,.. EASTERN METAL SUPPLY, INC DA It s TILLl7 T£STlNC tr ENC/NEfRlNG COMPANY 4268 WEST ROADS ORAE QA•••••••• (� ' .. . . . . WEST PAW BEACH,n.M407 \ 17—OBB -rEB 0006719 ai4 DRAWING No P.E. S€ALJS' Ij'A.7!l!?E/DAT•£ WALTER aomur19�.ve °e 1r�o F20A/DA Llc. 44167 SHEET 5 OF 6 MAXIWM A.S.D. DESIGN PRESSURE RATING (p,s.f,,) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE ONLY FOR INSTALLATIONS IN CONCRETE AND CONCRETE BLOCK STRUCTURES L4X:uuu MAATYGu AFYN0.45 SPAfl4P FBR L 0. J 1/27• APPL.YYBIE TO WA9WY Aulluull ASYAAJRS SPAO.tG.lM E 0. J 1,2'. APP1A'.1BL£ro ASB.D:SCN JYCMVS I C W.-PAIn A£0.O($2H SMT ,#k If1A11lUu ma PFESSUAE TAP�a M aw BW 50.10 SO' PAMR-MAILS LYART IIVJ MIDA41TC, 4'OHBN•RDN LGCM 1'(M1) PRESSBRr 1APLIYS 0.4 81Ir TM swo RT PM'DIIAIFS PSFRr Luft PAVEII A,m AW CWBXATri/ LlTGM i'(/LJ RAnvP(p�AJ r0 LYR.CR£rr ro a-, ro CWKR£R' TD EIDCK ro L10A1'RrrC ro aLOCK ro rP+rRLr ro L20CK BP MOI RMR'S Tn�'LJ ro N1rCRl1C ro E(OCIf ro LW.CR[R ro B<OCIf ro CPlOK1C ro GLOr+'f nl LYN,CtG[Tr ro aIP:K �1HCu 6' 6' - _ _ _ _ _ 1(TOP) 6• 6' _ _ _ _ _ _ 1(TOP) 6' 6" - - - - - - 1(BOTTOM) 6' 6' - - - - - - 1(BOTRTIJ) 6' 6.' _ 2(TOP) 6• 6' - - _ - 2(TOP) ♦35.0,-J5.06'-' >M.0, -35.0 OR _ _ _ _ A. _ _ _ 1(BOTTOM) OR UP TO _ _ _ _ 4• _ _ _ 2(BOTTOM) OR LESS - - 6' 6' - - - 3.(TOP) LESS .60.0,-60.0 _ _ 6" 6" - - - - J(TOP) LESS J(BOTTOM) 6" 6' 4(TOP) 6' 6' _ _ _ _ _ _ 4(BOTTOM) 6' 6' - - - - - - 4(BOnOL) ILAYIu'JN W;Out/u N,YHPP6 SPACR:B fM E 0. J 1/Z. APPLKABff IO K.XNuu YAYiYJY Y.CHCRS aPACRAC!PPG 0. J'A'. MPLKAafE R1 A5.0.fw3'iGM arCI1.N5 I @' KV:IUN1 PA�fl ASO.OLSK/I 5£CNJ.t6/S ulYlWu PN!£L PFFsreTE TA^LDHs M Blur IAP SOfA)Sn PAN(LLNRS BLSLAr L[LL[PAA'LILNTLS ANY CPuaT Awv LfAGM 1'(lG) aRGR'W£ IAA^nY5 GLUr YAP SOLID J[r PAHNURS A6OlT Y,l£PM'QWILS AN/COu6Rum, 1rl.ETH 1"(/1J /UMC BA.CJ ro cn�T vrrr m etxK ro concarrr ro BtLrK ro cP.earrr ro�onx m rxWCRere TO eLOrx P'Mru runty;(P.AL) ro ro.��(� ro m.DCK m cdvcRnc ro 9<ax m caeRCr£ ro azocK r0 cavtatrt ro aLOu o•rrcv 6' 6' - - - - 1(TOP) 6' 6' - - - - - - 1(TOP) 6" 6" - - - - - - 1(BORO.IV 6" 6" - - - - - - f(BOTTOM) 6• 6' _ _ _ _ 2(TOP) >J5.0,-J5.0 6' 6' _ _ _ _ _ _ 2(TOP) IJ5:0, -J5.0 4• _ _ - 2(BORON) >6'-O" UP TO - _ _ _ { - - - 2(BOTTOM) >6'-0" OR TO_ 460.0 -fi0.0 TO LESS _ - 6" 6 _ _ _ _ J(70P) 7-5 - - 6' 6" - - - - J(TOP) 71-5. 6' 6' - - - - 3(BOTTOM) 6' 6' - - - - - - J(BOTTOM) 6' 6' 4(TCP) _ _ _ _ _ _ 6' 6' ,I(70P) 6' 6- _ _ _ _ _ - 4(BOTTOM) 6' 6- 4(60nOM) •MAXIMUM ANCHOR SPAC/N05 ARE VALID FOR J 1/2-EDGE DISTANCE(EXCEPT FOR PANELAWT£ INSERTS WHERE E.O. 4 1/2)FOR E.D.LESS THAN J 1/2;REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHORN W'SCHEDULE BY THE FOLLOWING FACTORS(NOTE:Na.ED. ANCHORS LEGEND FOR SOLID SET ANCHORS/S 3)FOR THIS OPERATION TO BE POS/BLE,REDUCED SPACING �•� OBTAINED USING FACTOR SHALL NOT BE LESS THAN Ml/I1MUM SPACING INDICATED FOR EACH 'HIO. ANCHOR TYPE AT ANCHORS LEGEND ANCHOR TIP£ ANCHOR SPAC114G FACTOR TAPCON,BLUE TAP OR MALE PANELMATE 3.0' ACTUAL E.D. TAPCON,BLUE TAP,,HALE PANELMATE PANEUAATE SOLID-SET E D. =EDGE DISTANCE INSERT, PANEWATE INSERTS 4.0- c 7/2• 1.00 1.00 1.00 SOLID-SET 3.5• 3' .B6 - - 21/2' .7ITI/�Al{ 2' .50 - - 11� �n \Y ✓ FLORIDA BUILDING CODE ( Non High Velocity Hurricane Zone) li - C2017 77LT=.INC. CLEAR BERTHA STORM PANEL DRAWN BY, .00'DEEP) LC' A ~: •O•'. S A �O OC 07DATE17 1 L E C O i N c. EASTERN METAL SUPPLY, INC • �LtL� 71LUT TESTING g ENGINEERING COMPANY 4268 NEST ROADS DRIVE ,;At�.S•.�........•.•'�`.,�-y''1 aJ3£v.W.JEm.iL.5h]B:.vRDeut Pv n JJILe vEST PALM BEACH,FL J3407 (]-�88 S vlrae:(JBS,Vf1-,aJO,r (J0.!)9)r-r5J1 1 SEsJL SS� T nm..t,nxoase✓mr.m 0D,s B a , T DRAWING HD P.E. ° uT'�EDTE Bnm ALTER A.mT4E FL.-Lk. W. SHEET 6 OF 6