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Florida Building Code Online Page 1 of 2 b�.n •A ..p, � g 4 � x � t S'4 'fir � ,"`� 1r'�e.# SY�t R`s� .����r' Florida Departments SCIS Home Log In (User Registration Hot Topics Submit Surcharge i Stats&Facts ; Publications FBC Staff SCIS Site Map Links Search BusinesOnIEUSER:, �, ,,,)Product Approval Professia = Public User �' , r Regulation �' 1, Z LD Product Approval Menu>Product or AoDlication Search>Application List>Application Detail 13 201G. 1G�.. FL# FL12549-RS �� °' o lJ Application Type Revision FERr�ii771N!G Code Version 2014 5t. Lucie County, FL Application Status Approved Comments Archived C l Product Manufacturer Impact Technology,Inc. Address/Phone/Email 4984 Courtland loop Winter Springs,FL 32708 (407)402-4821 davidbuzz@myfloridawindows.com Authorized Signature Frank Bernardo frank@engexp.com Technical Representative Address/Phone/Email 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 9 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 12/31/2018 Validated By Jorge A. Pomerantz,P.E. © Validation Checklist-Hardcopy Received Certificate of Independence FL12549 R5 COI Indeo.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHdKcn... 5/13/2016 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 02/26/2015 Date Validated 04/23/2015 Date Pending FBC Approval 03/04/2015 Date Approved 04/24/2015 Summary of Products FL# Model,Number or Name Description 12549.1 Accordion Shutter Accordion Shutter with Aluminum or Polycarbonate Blades Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL12549 RS II Dwo.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: Reference installation instructions for additional FL12549 R5 AE Evalrev.Ddf limitations of use. Created by Independent Third Party:Yes back Nest Contact Us::1940 North Monroe Street.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 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: eChdd security NF Cnicy https:Hfloridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHdKcn... 5/13/2016 FRANK L.BENNARDO,P.E. ACCORDION SHUTTER WITH ALUMINUM OR POLYCARBONATE BLADES ALLOWABLE SPAN SCHEDULE LIV. 004U �D N MAXIMUM ALLOWABLE DESIGN PRESSURES Z-p,. && WINDOW BLADES OR SUIT SPAN LIGHTWEIGHT BLADES OR SHUTTERWITH STANDARD STANDARD/ STANDARD BLADES ONLY LGHTWEIGHTAIANOOW BLADE COMBINATIONt WINDOWBLADE BLADES INDOWBLADIEN'GLE COMBINATIONt / •LJrTy p"T' ELI w 72" +1525 PSF -1826 PSF +75.0 PSF -75.0 PSF +93.11 PSF -93.6 PSF +93.6 PSF -93.6 PSF QLuo o 90" +117.8 PSF -117.8 PSF +75.0 PSF -75./PSF +93.6 PSF -93.11 PSF +93.6 PSF -93.6 PSF ZX wm;$W$ WIDTH UNLIMITED--- 1011' +100.5 PSF -100.6 PSF +75.0 PSF •75,OP3F +93.6'PSF •93.6 PSF +93.BPSF _93_6 PSF L ............................_... 111 J.�y Lr -'129' -+61.2 PSF -78.2 PSF PSF W ID r�i- gym TOP MOUNT 'MOUNTING 144' +424 PSF -824 PSF_ x424 PSF i -82.4 PSf In J AS REQ'D (SECTIONS 162' +25.5 PSF -41.6 PSF +25.b PSF -41.6 PSF J •, O -- --- SPAN SCHEDULE NOTES: ', 1. PRESSURES SHOWN IN"ALLOWABLE SPAN SCHEDULE"ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. (� 2. t APPLICABLE FOR INSTALLATIONS UTILIZING ALTERNATING BLADE PAIRS/WINDOW BLADE PAIRS(le ONE PAIR OF ALUMINUM z s BLADES WITH A PAIR OF WINDOW BLADES TO THE LEFT AND A PAIR OF WIND BLADES TO THE RIG Fy .a 6 I 3. ONLY APPLICABLE FOR INSTALLATIONS WITH ONE SINGLE WINDOW BLADE SLAT,AND THE REMAINDER STANDARD BLADES. a MINIMUM GLASS SEPARATION 0.1 " N J LIGHTWEIGHT BLADES OR I` WINDOWBLADESSTANDARD/ SHUTTER SNSTANDARD BLADES AND J o m STANDARD BLADES ONLY LIGLTTWEIGHT/WINDOWBIADE w< I COMBINATIONt WINDOW BLADE COO MBINATIONt ONE SINGLE VANDOW BLADE' SPAN LESS °y. _ v w° THAN: INSTALLATIONS 30' INSTALLATIONS INSTALLATIONS 30 INBTALLATIONS INSTALLATIONS 37 INSTALLATIONS INSTALLATIONS 30' INSTALLATIONS k m a UamA ��a ABOVEGRADEOR MORE THAN 30' ABOVE GRADE OR MORETHAN 30 ABO VE GRADEOR MORE THAN 30' ABOVE GRADE OR MORE THAN 30' W Z l7 0 =¢ o I LESS ABOVE GRADE LESS ABOVE GRADE LESS ABOVE GRADE LESS ABOVE GRADE g a n w>- z Z u I 72' 1.88' 260" 2,50" 2.83" -_-1 2.63" -_ 4.80" 3.00' j y v p d O p�. ZwZ 80" 2.13' .2.13" 260' 2.80" 2.63" ..--._-.-........__..�._._______._ O Ia-, •' 0 25 6 108" 2.86' _-278"...--_._.-_267' 2.50" 2.63' j 2.63" .._..... 4.50' --_ 3.00' o W 2 Z U f O HORLZ 126' 3.63' 3.00° f 6.50' 3.00' 3 n 4 S rc a SECT 144' 4.50' 3.00" 4.50' 3.00' 6FT Z I 182' 4.50" 3.00" 4.50" a GLASS SEPARATION SCHEDULE NOTES: � g I 1. SEPARATION FROM GLAZING SHALL BE MEASURED FROM THE PROTECTED FENESTRATION PRODUCT TO THE NEAREST POINT ON ® 3 0 N THE INTERIOR SIDE OF THE SHUTTER,WHICH MAY BE THE BLADE,CENTERMATE,OR LOCKING DEVICE. LL I OF ALUMINUM 2. t APPLICABLE FOP.INSTALLATIONS UTILIZING ALTERNATING BLADE PAIRS(WINDOW BLADE PAIRS DEVICE. ONE PAR A BLADES WITH A PAIR OF WINDOW BLADES TO THE LEFT AND A PAIR OF WIND BLADES TO THE RIGH-n.. E I 3. *ONLY APPLICABLE FOR INSTALLATIONS WITH ONE SINGLE WINDOW BLADE SLAT,AND THE REMAIN STANDARD BLADES. 4. GLASS SEPARATION IS REQUIRED ONLY WITHIN THE HVHZ,ASTM WIND ZONE 4,-OR ESSENTIAL FACILITIES. 6 GENERAL NOTES y � 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE FIFTH EDITION(2014), �jR Im l I x I FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER TAS 201/202/203 AND ASTM E 330/E 1886/E 1996. m i 2. NO 33-1 3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE'DESIGN OFT HIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS ! j BEEN USED FOR WOOD ANCHOR DESIGN. ! s I 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE RI QUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE FIFTH EDITION(2014)SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE a CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR.AS SHOWN. d S. ALL POLYCARBONATE PANELS SHALL BE EXTRUDED WITH THICKNESS t=0.090"AND SHALL BE FABRICATED FROM 100%SABIC INNOVATIVE PLASTICS THERMOPLASTIC POLYMER LEXAN SHEET 9XL10 2UV(UV STABILIZED),AS APPROVED UNDER MIAMI-DADE COUNTY NOTICE OF z S BOTTOM MOUNT I ACCORDION BLADES MAY BE ACCEPTANCE 913-0717.01. �+ B AS REQ'D ` 6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT - ALUMINUM,POLYCARBONATE, USE IN COCONDITIONS NCTIOLNS DE THIS D HEREIN A.LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR ll� OR A COMBINATION OF BOTH 7• PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS(BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRA SFER LOADS TO THE EXISTING STRUCTURE. 8. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY UNLESS NOTED OTHERWISE. 14-1964. 9. EACH SHUTTER ASSEMBLY ECHNO ALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: SCALE: WINTER SPRINGS FL PAGE DESO UPTION, TAS 201,202 2033 1 TYPICAL ELEVATION MISSILE LEVEL D-ASTM E330,E1886,E1996 1 FBC APPROVED i N.T.S. EXTERIOR ELEV THIS IS THE MINIMUM LABEL INFORMATION,ACTUAL PRODUCT LABELS SHALL COMPLY WITH ALL REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE PROVISIONS FOR THE HIGH VELOCITY HURRICANE ZONE TVHZT. �� f 10. TOPBL BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. '^ 11. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI.ALL 3/16"0 OR 1/4"0 POP RIVETS SHALL BE 5056-H32 ALUMINUM ALLOY OR STRONGER. 12.ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. $ 13. WALL HEADERS R10,13,38 AND 39 AS SHOWN HEREIN MAY BE MOUNTED ON THE INTERIOR OR EXTERIOR OF AN OPENING. I FEPANK ��YTHT()(P�// CLEAR POLYCARBONATE.CONNECTION TO ALUM KNUCKLES REINFORCED W/ °r,�, �-•BENNq ��i� ':, FULLER RF CURABLE POLYURETHANE may: 4" GLUE(TYP.) OPTIONAL HANDLE 0.066" 0.065" i 0.036° ••� Q 00.290" *10�.234' 4 \' 0.070" 0.065° II •p'Q 0.052° 00.572" . 0.073"_ 073"00.290° 0.090" 00.572" r0.073" o365" 0.365"1�t 4" �' 0.073° j1INUM KNUCKLES .065" •® £•' HERMAPHRODITIC STANDARD BLADE WINDOW BLADE CENTERMATE MALE CENTERMATE FEMALE CENTERMATEe`�',```` 1 N.T.S. 6063-T6 N.T.S. 6063-T6/POLYCARBONATE N-T.S. 6063-T6 N.T.S. 6063-T6 N.T.S. 6063-T6 Z_�pp �--113/16"--{ t-113/16" Zk v 4WD W.FF, rWw4" I I OPTIONAL RAIN 3c�, l` n` GUARD LEG u: �j tnK52" 00.572" 0.050" f `o°W v 5/8 GBLADE ADAPTER o FLAT STARTER BLADE CEILING HEADER 37 ALT. CEILING HEADER z V N.T.S. 6063-T6 V N.T.S. 6063-T6 N.T.S. T 6063-T6 N.T.S. 6063-T6 .+ j 313/16' a 0.058"- I 0.125" T- 1 11/16- 0.058- O 0.100" 07 1/2" % 0.120" ory gm -: = p�'v ^� ° dz z i 1" 0.062" 0m OPTIONAL RAIN PTIONAL 0.055" U 052°- GUARD LEG RAIN GUARD 15/32" LLI z LEG aO4 19/32- 6 5/8 z ¢ urz A, t-11/24 -11/8" X11/2"-4 p 213/16° CLpaQGow U p ADJUSTABLE ALT. ADJUSTABLE BUILD-OUT ADJUSTABLE 3 a ¢Z 10 WALL HEADER 11 SILL TRACK BOTTOM 12 SILL TRACK BOTTOM i3 WALL HEADER 14 SILL TRACK TOP N.T.S. 6063-T6 N-T.S. 6063-T6 N.T.S. 6063-T6 N-T.S. 6063-T6 N.T.S. 6063-T6 Q G O o f-23/16"� rt � 31/8"� 0.076°-J•- N ? 0.062" I � 0.076" r 0.076• 0.047" 0.062° m 0.062° � °O. 0.125 ry 0.065" G 0.062" o m 0.100" I II 1 13/16" ' - -5/8 Q _37/16' . ' 1-17/8 9/16 }--�-5/8z . LL HIGH IMPACT HIGH IMPACT 213/16" 115A , • WALL SILL TRACK WALKOVER TRACK (1 CENTERMATE CENTERMATE INSERT ALT. WALL HEADER m 15 N.T.S. 6063-T6 16 N.T.S. 6063-T6 29 N.T.S. 6063-T6 30 N.T.S. 313/16" 6063-T6 38 6063-T6 s �g m � 0.125" �T a i r 20° 1 113/16'-+ 2318'� j 313116 } m 0 062"-� 14-1- I I _lJ2" I�}J2° SCALE: _ TIT 12 q: PAGE DESCRIPTION: 112 "- - - /8" � 0.125" 0.125" 5/8" ti BUILD-OUT ALT. BUILD-OUT CEILING SIDE MOUNT HEADER SIDE MOUNT HEADER SIDE MOUNT 39 WALL HEADER 31 N.T.S. 6063-T6 32 N.T.S. 6063-T6 33 N.T.S. 6063-T6 N.T.S. 6063-T6 /s P���yy..�,ZNNARD/I//r�•• P0 .E. ` �iNW1U/N #10 410 S.S.SCREWS • `, \\ •••• F1.965" WITH 1/4"HEX DRIVE r-}0.332" 4-.927"� .153" X33" q•• -10 X70.332" T- Jo 4654 t 0.080" 13/16" o,ls3 0.200"4--1 N n st 0.945"� KEY LOCKINGtD 0.180" X01, y DEVICE m 0.180' O v Vl � R. 0.435" ♦ d d 3/4"i---i -1.340"-.. T-11/4"� •" �u) )ULLw� RECESSED TRACK PUSH-BUTTON LOCK WHEEL CARRIAGE KNUCKLE SCREWS WASHER (�Q r�s W 17 N.T.S. 6063-TS 18 N.T.S. 6063-T5 i 9 N.T.S. NYLON/STAINLESS STEEL 20 N.T.S. STAINLESS STEEL 21 N.T.S. STAINLESS STEEL w N W 111 . W OPTIONAL 3 a e^3: ROD SLOT 0.066" 1I ID W°: 1. 471"1 r r 0.070 III ',°p 0.200" 0.200° 0.200' 0.712" y� 1.365" 0.116--} Y a r ' "-{� �€ O •:O: O 2.100" -r ALT. HERMAPHRODITIC } MRp CENTERMATEs 15/32^ /2' 1/8" 15/32 S/32" � N.T.S. 6063-T6 C7 LL ma g T r ' N C Z .� 0 3a^ � o m i 9 6 1/4. Nlff � 0.700 � SQ. I 2.591" 2 L W Zoo = G z o.z9o^ I I- g Z p Z L0.700" 0 ° 000'nwC, 4 2.850" ( u w z d 0 NYLON BUSHINGS LOCK ASSEMBLY LOCKING ARM Z 3 22 N.T.S. NYLON 23 N.T.S. ZINC ALLOY/STAINLESS STEEL 24 N.T.S. 410 STAINLESS STEEL 01.010" 0.600" m I tL 0.480"}�y 0.232" 01.010" j O I w I 00.456" 00.456" LATCH?/ 0.089" p �' mr 00.630" 00.630" ry Ifo 0.125 0.137" {^0.232" " I 0.137" 0.254 I LEFT LOCKING RIGHT LOCKING OPTIONAL n!2sm J. SHING ARM BUSHING 2"x2"x0.125" ANGLE ° I FACEPLATE § $ W.T.S.25 . NYLON 2 V N.T.S. NYLON 5 N.T.S. 6063-T6 �0 990" m E 1648' SS P1- �S 0.375" rc . ° N �-2.165"----4 0.594° 14-1964 SCALE: L 0.125 1 0.125 PAGE DESCRIPTION: 0.115"7I o 5^ I 5.118° -3" 4 T - - 2"x5"x0.125" ANGLE CLEVIS AND PIN 2"x3"x0.125" ANGLE HOOKB LT DEAD LOCK R 27 N.T.S. 6063-T6 2$ N.T.S. CADMIUM PLATED STEEL 36 N.T.S. 6063-T6 34 N.T.S. ALUMINUM 5l � �J FRANK`�BENNARDO,P.E. 0�11%No"ll, �? Nq �iI `\ `ACCORDION SHUTTERAncin SYSTEM y R PRODUCE 30APPROVAL 00" "1TW TAPCON W/1-3/4- .62 1/4 i'�•• ZuT ®31° - vMIN.EMBEDMENT AND Qa •I MIN.EDGE DISTANCE TO Off,• •{1� m 3192 PSI MIN.CONCRETE, 1 1 ��� F nj�, ,�j v n .064" SPACED 4"O.C.MAX. �4� 3L1/�YT(Ll`�8 U _ 0.064"TYP_ _i P 0.070" 1_-p .U.O.N. Q1 �� 6 4.633" L 2"X3"x0.125'6063-T6 1/2"MAX 4 w Z d 0.060" ALUMINUM ANGLE Z X y m§w° #14410316 SS SHEET METAL WW ALT. ADJUSTABLE ALT. ADJUSTABLE J SCREWS OR 1/4"x3/4"316 SS w" 3 41 SILL TRACK BOTTOM 42 SILL TRACK TOP MACHINE BOLTS AND NUTS(WITH m 5C 3 N.T.S. 6063-T6 N.T.S. 6063-T6 5/8"MIN WASHERS)SPACED AT 8" f w Y 1 1/2" 1 1/2^ O.C.MAX. t ,+O g EXISTING ALLOWABLE DESIGN a EXISTING 3192 PSI PRESSURES FOR DETAIL 1/4: o.6os^f--f U 4° MIN CONCRETE SPAN: MAX DESIGN PRESSURE: z ?t79om2D'"•_ __ B0a..3 pps9l/l a80t.e3 068 .i0. w00572" 5pfI-53.5pf > NOTE:MAXIMUM _—+458ppsO DESIGN PRESSURES FOR ALLOWABLE MOUNTING y+ao.l pd110.1 Ps1 c1.034"—}-1.825"- -0.807" CONDITION PER TABLE BELOW. 3.665" N,DNf+ O a N r LIGHTWEIGHT BLADE z o^ N 0 ALT. WALKOVER TRACK 44 N.T.S = SE!- ° 43 . 6063-T6 1 BUILD-UP WALL MOUNT u o N N.T.S. 6063-T6 l.. zq z o = 4 ^ in g N.T.S. VERT SECTION K ju e 020 O O d w 2d0n y d m z_OZ �SO a U EXISTING MIN.SEPARATION FROM STRUCTURE GLAZING-PER GLASS INTERIOR a a SEPARATION SCHEDULE � EXISTING 1/4"MAX. (REF.SHT 1) STRUCTURE a a p ANY ANCHOR FROM ® LL W FASTEN STARTER EXISTING ANCHOR SCHEDULE @ IX t CHANNELTO GLAZING TRACKS W/(2) #10x1)y"l SCREWS USE APPROPRIATE STARTER EACH CORNER CHANNEL TO PROVIDE SIDE CLOSURE FOR BUILDOUT 6 WALL MOUNT CONDITIONS CONDITION 4 14 3 3 TRAP MOUNT Si CONDITION - ALUMINUM $ •(� BLADES b 2 h EXTERIOR L-HANDLE LOCK ASSEMBLY WITH MALE/FEMALE CENTERMATES SHOWN(MAY BE SUBSTITUTED WITH HIGH PUSH-BUTTON LOCK, S IMPACT CENTERMATES WITH HOOK LOCK ASSEMBLY OR 5/16"THREADED BOLT HERMAPHRODITIC CENTERMATES WITH PUSH-BUTTON LOCK) WITH PLASTIC HEAD HORIZONTAL SECTION OR THUMB TURN LOCK 14-1964 SCALEf i W/ FLOATING STACK -NOTE:SEPARATION FROM GLAZING SHALL BE MEASURED N.T.S. HORIZ SECTION FROM THE PROTECTED FENESTRATION PRODUCT TO THE 4 NEAREST POINT ON THE INTERIOR SIDE OF THE SHUTTER, N WHICH MAY BE THE BLADE,CENTERMATE,OR LOCKING DEVICE. l I `\` pNKkL,. II,�ROO,P.E. EXISTING MIN.SEPARATION FROM N117 STRUCTURE GLAZING'PER GLASS "" "• SEPARATION SCHEDULE INTERIOR �` ••• •• - EXISTING 1/4"MAX. (REF.SHT 1) STRUCTURE •`' 9 Un ARIZAA MI1111 ANYANCHORFROM '� FASTEN STARTER EXISTING ANCHOR.SCHEDULE @ �} �.E a CHANNELTO GLAZING 18"O.C' \� '9D•. �® .aV •(VQ� TRACKS W/(2) #10x134"SCREWS — USE APPROPRIATE STARTER EACH CORNER CHANNEL CLOSURE FOR BU`IDE DE ILLDOUT ','''��� X � a ui WALL MOUNT CONDITIONS 8 /� e >UQ LL w€ CONDITION 4 143 UQ. a W Z"o 31 3 TRAP MOUNT Z k I m$W 0 3 CONDITION W W ,Ny 0�3 ALUMINUM BLADES 1! IA W 3 x ID 0€ Y� q EXTERIOR 6 1/2"MAX. -- - i U HORIZONTAL SECTION ° L-HANDLE LOCK ASSEMBLY WITH MALE/FEMALE p 1 W/ ALUMINUM BLADES CENTERMATES SHOWN(MAY BE SUBSTITUTED WITH HIGH I XB 5 N.T.S. HORIZ SECTION IMPACT CENTERMATES WITH HOOK LOCK ASSEMBLY OR o g HERMAPHRODITIC CENTERMATES WITH PUSH-BUTTON LOCK) Q mQ o z_ o z i O a!T k m € 'NOTE:SEPARATION FROM GLAZING SHALL BE MEASURED W Cv o s< _$ FROM THE PROTECTED FENESTRATION PRODUCT TO THE Z NEAREST POINT ON THE INTERIOR SIDE OF THE SHUTTER, ~ Z J o d WHICH MAY BE THE BLADE,CENTERMATE,OR LOCKING 7 c a O OCiyj OKa DEVICE. Q a FW-o 00. a.�z= um0 STRUCTURE XISTING MIN.SEPARATION FROM STR D GLAZING'PER GLASS SEPARATION SCHEDULE INTERION EXISTINGR S 1/4"MAX. (REF.SHT 1) STRUCTURE O 30 €_ ANY ANCHOR FROM ' FASTEN STARTER EXISTING ANCHOR SCHEDULE @� CHANNEL TO GLAZING 18"O.C. g TRACKS W/(2) Q 4 #1Ox13'Z SCREWS T USE APPROPRIATE STARTER $ EACH CORNER•{ -— CHANNEL TO PROVIDE SIDE \— CLOSURE FOR BUILDOUT WALL MOUNT CONDITIONS 8 CONDITION 4 5 13 TRAP MOUNT CONDITION _ I WINDOW BLADES S EXTERIOR --6 1/2"MAX. NOV. 14-1964 HORIZONTAL SECTION SCALE: 2 W/ WINDOW BLADES L-HANDLELOCK HOWN(ASSEMBLY WITH UBSTIMALE/FEMALE PAGE DESCRIPTION: CENTERMATES SHOWN(MAY BE SUBSTITUTED WITH HIGH 5 N.T.S. HORIZ SECTION IMPACT CENTERMATES WITH HOOK LOCK ASSEMBLY OR N HERMAPHRODITIC CENTERMATES WITH PUSH-BUTTON LOCK) 9� C a i FRANK L BENNARDO,P.E. EXISTING MIN.SEPARATION FROM •NOTE:SEPARATION FROM GLAZING SHALL BE MEASURED STRUCTURE GLAZING'PER GLASS FROM THE PROTECTED FENESTRATION PRODUCT TO THE ��\\ _SEPARATION SCHEDULE .._ ,,.. _,._,INTERIOR NEAREST POINT ON THE INTERIOR SIDE OF THE SHUTTER, _..-.._ ._ .. _ ._ EXISTING ' (REF.SHT 1) .WHICH MAY BE THE BLADE,CENTERMATE,OR LOCKING DEVICE. �� STRUCTURE IS- I -- ANY ANCHOR FROM �.• I.:I.* • ALT.LEG COMBINATION OF ALUMINUM AND DIRECTION EXISTING ANCHOR SCHEDULE @ N ANY ANCHOR FROM GLAZING WINDOW BLADES.ALUMINUM AND 18"O.C. 'O•. TE d'r,• t ANCHOR SCHEDULE WINDOW BLADES MAY BE ALTERNATED, '9•• M, .� @ 18"O.C. #10xYa"GALV OR S.S.SMS, OR INSTALLED ADJACENT TO SIMILAR i��iC••.{]�/,'p�, M �� 1"x1"x0.055",1•x2x0,055", 1°z2.5 x0.055",1"x4"x0.055' 3/16"ALUM POP RIVETS,OR BLADES IN ANY COMBINATION FS �1JJ m r YW-20 THRUBOLTS @ 12"O.C. IYoe----\ o.m'" " -- �{}N TW F m 2"13 x0.055",2"x4"x0.055" 8 6 fn OR 2°x5"x0.125"6063-TS 4 1 2 u ¢� M o, ALUMINUM ANGLEm w v = ALTERNATE CONDITION '1^' WALL MOUNT W W CONDITION r N d g 3 Y C,W,:: Wo EXTERIOR 6 1/2"MAX. t U HORIZONTAL SECTION L-HANDLE LOCK ASSEMBLY WITH Z wv MALE/FEMALE CENTERMATES SHOWN I 1 W/ COMBINATION BLADES (MAY BE SUBSTITUTED WITH HIGH (D O.ry N.T.S. HORIZ SECTION IMPACT CENTERMATE$WITH HOOK LOCK 6 ASSEMBLY OR HERMAPHRODITIC J o NOTE:LOCKS MAY BE MOUNTED ON CENTERMATE$WITH PUSH-BUTTON LOCK) (2)ANCHORS PER ANGLE(USE ANY O n m o ANCHOR FROM ANCHOR SCHEDj (3)512x1/2'SMS OR 3/16' Z O N INTERIOR OR EXTERIOR SIDE OF SHUTTER. ALUM POP RIVETS EACH = of v m a j ANGLE TO TUBE U o ui ry ¢ a 1 2 L d JALUMINUMOR w 53 Oo W BLADES #12z GALV OR S.S.SMS, a 6063-T6 ALUMINUM {-- N a O dANGLES AT TOP AND (� O o: ii o e BOTTOM OF EACH TUBEi- pMIN GLASS SEPARATION 3/16"ALUM POP RIVETS,OR LIPER SCHEDULE(SHEET i) Ya'-20 THRUBOLTS @ 12"O.C. [:, p ?= U40x2"410 S.S. 8 .ti <#lOz2"OR 3°410 S.S. REW W/WASHER EXISTING 1 2SCREW W/NYLONOP AND BOTTOM) STRUCTURE 8BUSHING AND WASHER 1/4" CO���/��—`PUSH-BUTTON LOCK, _ 2"x2"x0.125°6063-T6 C3•o 5/16"THREADED BOLT T--- ALUMINUM TUBE AT CORNER 3 WITH PLASTIC HEAD 9 3 EXISTING PASS THRU STANDARD t OR THUMB TURN LOCK WINDOW SILL(WOOD, GRANITE,MARBLE,ETC.) 5 CORNER CLOSURE ALT. HERMAPHRODITIC 6 N.T.S. HORIZSELTION gpIE ' 2 CENTERMATE I (2)ANCHORS PER ANG*HED' (3j#12x1/2"SMS OR 3/16" g of 8 6 N.T.S. HORIZ SECTION "j� ANCHOR FROM ANCALUM POP RIVETS EACH - LL EXISTING EQ�—EQ 2"xl"xYe"MIN 6063-T6 ANGLE TO TUBE i M A u'Z HOST ALUMINUM SPACER TUBE 3 c7¢ (2)2°x2°x0.125" O N /STRUCTURE X #12xYi"GALV OR S.S.SMSG063-T6 ALUMINUM 2"x2"x�"MIN ANGLES AT TOP ANDj6063-T6 ALUM ANGLE 3/16°ALUM POP RIVETS,OBOTTOM OF EACH TUBE s_ Y4"-20 THRUBOLTS @ 12"O.CpANCHOR CONN.TYPE C6 sEMBED. 3/4-20 BOLTS ONLY.SEE4 ( SCHEDULE FOR SPACING / 4 52 ANCHOR CONN.TYPE Cl %STREF.ANCHOR SCHEDULE 14-1964 SCALE: `2"X2"x0.12$°6063-T6 PAGE DESCBIPR_N. 4 ALUMINUM TUBE AT CORNER ALT. HIGH IMPACT PASS THRU ALTERNATE 9� 3 CENTERMATE 4 WINDOW DETAIL 6 CORNER CLOSURE /(^� ' 6 N.T.S. HORIZ SECTION 6 N.T.S. VERT SECTION 6 N.T.S. HORIZ SECTION 1 0, j $ ���JJJ I _ I F �nNO,P.E. a 4�P40,EN,.,ARO ANCHOR CONN.TYPE C2 ANCHOR CONN.TYPE CS + - �REF.ANCHORSCHEDULE REF.ANCHOR SCHEDULE ����\ ,....,•. •�V EMBED. EDGE ANCHOR CONN.TYPE Cl `���• GtEIc�L.{ Q� EMBED. 1/2°MAX 1 3 WHEEL CARRIAGE EVERY - \\DIST. EMBE REF.ANCHOR SCHEDULE = EQ. `EQ. 1"MAX. I rrnn r - WHEEL CARRIAGE cw7 N 1 3 OTHER KNUCKLE ASSEMBLY Al EVEN 1• U N *4 w o _ WHEEL CARRIAGE w tD #10x2°410 S.S. ASSEMBLY AT EVERY 9 #10x2°410 S.S. o M OTHER KNUCKLE "0�1;°• �cb+p• �o SCREW W/WASHER I SCREW W/WASHER w a #10x2"410 S.Si O S1,M�a, L OTHER KNUCKLE � •C � OP AND BOTTOM) f ((77 (TOP AND BOTTOM) I � SCREW W/WASFft� FS+ p i (TOP AND BOTTOM/// ai #10x2"OR 3"410 I #10x2"OR 3°410 '- 0 _ P *11 � S.S.SCREW W 1/4°MAX 1/4"MAX `- -` - I ill°=-. Y / S.S.SCREW W/ #10x2"OR 3"410 NYLON BUSHING L1/4"MAX > m NYLON BUSHING S.S.SCREW NG rrnn ¢¢ V AND WASHER 7ALU AND WASHERNYLON BUSHING UAND WASHER 'LwMIN GLASS SEPARATION UM OR MIN GLASS SEPARATION ALUMINUM OR 1 2 4 WNWPER SCHEDULE(SHEET 1) W BLADES —PER SCHEDULE(SHEET 1) WINDOW BLADES _MIN GLASS SEPARATION ALUMINUM OR 1 PER SCHEDULE(SHEET 1) WINDOW BLADES Cf N y #10x2"OR 3.410 S.S. #10x2"OR 3"410 S.S. wi SCREW W/NYLON 1r l f O SCREW W/NYLON #10x2"OR 3"410 S.S. BUSHING AND WASHER BUSHING AND WASHER-,,, SCREW W/NYLON a #10x1/2"SELF-DRILLING BUSHING AND WASHER SCREWS @12"O.C.MAX, V -f— STAGGERED FRONT AND BACK. H h 1/4"MAX I °1/4MAX v _ 1/4°MAX 0 14 I w v~i + ;ox 'v x ANCHOR CONN.TYPE C3 0 0 ¢ ,n¢ REF.ANCHOR SCHEDULE Z o M N z p IlI ANCHOR CONN.TYPE C4 N F EQ• EQ• L _ r`? m a 1/2"I4AX 1 REF.ANCHOR SCHEDULE \EQ EQ. W O z v S¢ a EMBED, DGE EMBE.Qa. �_\\. �— '-r. w>G ANCHOR CONN.TYPE C2 IST�. --" EDGE DIST. 4 r[n o ¢O O REF.ANCHOR SCHEDULE ,,._ \may \._ O z O B.O. WALL HEADER a u Z o 0 W WALL HEADER CEILING HEADER a Z o 1 WALL SILL TRACK Z ADJUSTABLE SILL TRACK 3 WALKOVER TRACK c a 3° ¢Z a N.T.S. VERT SECTION N.T.S. VERT SECTION 7 N.T.S. VERT SECTION a 7 7 Ern 1 2 x¢ m ALUMINUM OR 1 2 4 e 3 WINDOW BLADES ALUMINUM OR O eALUMINUM OR _MIN GLASS SEPARATION WINDOW BLADES 1 WINDOW BLADES PER SCHEDULE(SHEET 1) #10x2°OR 3"410 S.S. y SCREW W/NYLON ' _MIN GLASS SEPARATION #10x2"OR 3"410 «m $ PER SCHEDULE(SHEET 1) S.S.SCREW W/ BUSHING AND WASHER c #10x2°OR 3"410 S.S. #10x2"410 S.S. NYLON BUSHING 1 4"MAX c SCREW W/NYLON SCREW W/WASHER AND WASHER 1/4°MAX Q m (TOP AND BOTTOM) _ BUSHING AND WASHER - 4 �' 9 1 1/4"MAX 4 x c"3 #10x2"410 SS. n E Q } �1°MIN.+1"MIN.-{ SCREW W/WASHER 1 EQ. EQ.-4 I ! ` ANY CONCRETE (TOP AND BOTTOM) I ANCHOR PER ANCHOR \ SCHEDULE SPACED AT EDGE s = MIN.TO `\ ANCHOR CONN STYPE C5 MBE ANCHOR CONN.TYPE C6 #10x1/2°SELF-DRILLING ANCHOR CONN.TYPE C4 R 12"O.C.MAX EMBED. .Q , 1 REF.ANCHOR SCHEDULE EMBED. CONCRETE REF.ANCHOR SCHEDULE a EXISTING CONCRETE �— EDGE REF.ANCHOR SCHEDULE 51.x'/8"or 5"xY4"6063-T6 SCREWS @12"O.C.MAX, HOSTS ALUMINUM PLATE STAGGERED FRONT AND BACK. 14-1964 (3KS1 MINIMUM) EXISTING CONCRETE SCALE, - HOSTSTRUCTURE ALT. ADJUSTABLE SILL TRACK PAGE DESCRIPTION: (3KSI MINIMUM) 5"xl/4" OR 5"X1/8" PLATE TO 6 THRU-FLANGE INSTALLATION 4 RECESSED FLOOR TRACK5 EXISTING HOST STRUCTURE 7 N.T.S. VERTSECRON 9Q N7 N.T.S. VERT SECTION 7 N.T.S. VERT SECTION (_J C , U a i FFtRy� SENNARDO,P.E. EXISTING WOOD STUDS \,qH !'OE ��. 6063-T6 ALUMINUM ANGLE, (G=0.55 MIN.)SPACED \\\\ ANCHOR CONN.TYPE Cl 2"x2"x0:125°MINIMUM, AT 24"O.C.MAX. (3)S/16"LAG SCREWS W/2"MIN. `\\ REF.ANCHOR SCHEDULE 2"x5"x0.125"MAXIMUM. THREAD PENETRATION AND 3/4"MIN. \ EDGE DISTANCE PER STUD EMBED. z 1_54- 1"MAX. ANCHOR CONN.TYPE CG (4)5/16"LAG SCREWS W/2"MIN. 1"x4"x0.125"6063-T6li REF.ANCHOR SCHEDULE THREAD PENETRATION AND 3/4"MIN. ALUMINUM TUBE EXISTING WOOD RAFTERS EDGE DISTANCE PER RAFTER ro o, ' YAre (G=0.55 MIN.)SPACED 2-1/4"MIN. '^ ICI o r7 GI AT 24"O.C.MAX. EMBED. _1 4"TYP. % •••o.- / _ END DISTANCE I . 0 ( k- 3 i z9 r#10x2"410 S.S. - - #14 410SS SHEET •WHEEL CARRIAGE-- SCREW W/WASHERMETAL SCREWS SPACED ��j s/}{I .�\�`ASSEMBLY AT EVERY (TOP AND BOTTOM) WHEELCARRIAGE AT 3"O.C.MAX. i/qI , ASSEMBLY AT EVERY ��r7� x OTHER KNUCKLE 5/8"TYP ' --OTHER KNUCKLE „ 1/2"MAX L >U-w T� WHEEL CARRIAGE UIQ 6 g"U' 3 6 #10x2'OR 3"410 t '•"` 5"xY4"OR 5'XY8'6063-T6 ALUMINUM - #'10x2"410 S.S. ASSEMBLY AT EVERY =ca w S.S.SCREW W/ 1/4'MAX PLATE OR 2"XS'XY,"OR 2'X5'XY8' SCREW W/WASHER OTHER KNUCKLE ZX go,- g NYLON BUSHING 6063-T6 ALUMINUM ANGLE,6"MAX 9 3 (TOP AND BOTTOM) EMBED iry #10x2"410 S.S. W L)J '"w >'0'm AND WASHER OVERHANG BEYOND RAFTER U -"----=_P r I SCREW W/WASHER _MIN GLASS SEPARATION 1 2 914 410 SS SHEET I/4°MAX j _-1_3 (TOP AND BOTTOM) Nowa 3 m PER SCHEDULE SHEEP 1 ALUMINUM OR METAL SCREWS SPACED ------ ( ID ID•- .4oa ( ) WINDOW BLADES AT 11"O.C.MAX. � 1/4"MAX a i #10x2"OR 3'410 1 2 #10x2"OR 3"410 / #10x2"OR 3'410 S.S. S.S.SCREW W/ ALUMINUM OR S.S.SCREW W/ U SCREW W/NYLON WINDOW BLADES 2-1/4"MIN. 1 2 q NYLON BUSHING NYLON BUSHING Z a BUSHING AND WASHER END DISTANCE ALUMINUM OR AND H •+ 5 AND WASHER WASHER y _MIN GLASS SEPARATION WINDOW BLADES } N PER SCHEDULE(SHEET 1) U MIN GLASS SEPARATION -t- PER SCHEDULE(SHEET 1) 0 c m I _ 1/4"MAX NOTE:MAXIMUM ALLOWABLE SPANS AND e H DESIGN PRESSURES FOR THIS MOUNTING #10x2"OR 3"410 S.S. c) a m q a ¢ CONDITION PER TABLE BELOW. SCREW W/NYLON z p m {au' Oa' E w BUSHING AND WASHER = C Q ALLOWABLE DESIGN PRESSURES ALLOWABLE DESIGN PRESSURES W °z u c4 N FJa- n f FOR DETAIL 2/8 WITH Y4" FOR DETAIL 2/8 WITH Ye" g z v g t'j tx 0 ALUMINUM PLATE/ANGLE: ALUMINUM PLATE/ANGLE: 1/4"MAX ~ ~a o z o 0 ~ 5Q tE SPAN: t•V0(DESIGN PRESSURE SPAM MAX DESIGN PRESSURE: 2-1/4"MIN. m N c O a 72" +124.8 ps(l-124.8 ps/ 7p" x71.7 pr 1-71.7 pd END DISTANCE yy Q O�w z K o_ DGE so, +99.8 psf!-99.8 psf ST +57.3 psf!-57.3 psf ew O O z 0 MBED. 1�•�----- 108" +83.2 psf!-63.2 psf 108• raze psf/<7.8 psf Eo rn a U 126" +61.2,PMI-71.3psf - 126^ +40.9ps1/40.9psf m �" ANCHOR CONN.TYPE C4 #10x1/2"SELF-DRILLING 144^ +42.4 psl!-62.4 psf 144• +35.8 psf/.35.8 psf 1 3 REF.ANCHOR SCHEDULE 1/2'MAX ¢to SCREWS @12"O.C.MAX, p STAGGERED FRONT AND BACK. 5"x1/�I" OR 5"X1/8" PLATE '� ® 3 2"x511 ANGLE W CEILING HEADER Y l` J R #1441SCR SHEET o / 2 TO EXISTING RAFTERS EMBEQ, v ME 3"O.C. SPACED ® i'i 1 ALT. ADJUSTABLE SILL TRACK 8 N.T.S. VERT SECTION AT3"o.c.MAx. $ N.T.S. VERT SECTION , 1"x4"x0.125'6063-T6 jD- 2 #10x2"OR 3"410 S.S. ANY TRACK ALUMINUM TUBE $ SHOWN HEREIN. 0 0 SCREW W/NYLON ' (3)5/16"LAG SCREWS W1 2"MIN . BUSHING AND WASHER o ° ° EXISTING WOOD STUDS THREAD PENETRATION AND 3/4"MIN. e aaII m ° (G=0.55 MIN.)SPACED EDGE DISTANCE PER STUD MAX AT 24"O.C.MAX. NCHORS AND MAXIMUM SPACING r PER ANCHOR SCHEDULE.ANCHORS NOTE:MAXIMUM ALLOWABLE SPANS AND f w x SHALL BE SPACED AT A MINIMUM OF DESIGN PRESSURES FOR THIS MOUNTING ANY TRACK SHOWN ¢ 3"O.C. CONDITION PER TABLE BELOW. HEREIN,SEGMENTED TO 3 vi F , Q I ACCOMODATE CURVE. TRACK SEGMENT]UNCTIONS ry EQ I }- MAY BE TACK WELDED AT ALLOWABLE DESIGN a I o ° o THE CENTER OF THE TRACK. PRESSURES FOR DETAIL 3/8: , o ° ° o SPAN MAX DESIGN PRESSURE: EDGD ST'q 72 +111.5 pst/-111.5 Psf H B EMBED. ,.-) _--__..._. _ `•- ..._..._.`_- ANCHORS AND MAXIMUM SPACING 96^ +89.2 Psu•e9.2 psf #10x1/2"SELF-DRILLLNG ANCHOR CONN. PER ANCHOR SCHEDULE,WITH A 106" *74.3 psf/-7a.3p4 14-1964 SCREWS @12"O.C.MAX, REF.ANCHOR SCHEDULE MINIMUM OF(2)ANCHORS PER 126"__ +61.2 psf/-83.7 pst TRACK SEGMENT.ANCHORS SHALL 144" +424 ps(/55.7 psf SCALE: STAGGERED FRONT AND BACK. BE AT A MINIMUM OF 3"O.C. PAGE DESCf"PRONE E ALT. ADJUSTABLE SILL TRACK OPTIONAL CURVED TRACK 1"x4"x0.125" TUBE TO 4 THRU-FLANGE INSTALLATION s W/ & W/O SEGMENTED SECTIONS 3 EXISTING WALL STUDS C $ N.T.S. VERT SECTION 8 N.T.S. PLAN VIEW $ N.T.S. VERT SECTION O S i FRANK L.BENNARDO,P.E. / (2)S"LONG 2"x2"x0.125'•6063-T6 a f,EQ9,4 p•„• MAX SUPPORT BEAM SPAN PER APPROPRIATE SCHEDULE ALUMINUM ANGLES PER BEAM END. �` 2 / THRU-BOLTS PER BEAM END 6063-T6 ALUMINUM o`<L�• "y 6 9 — BEAM AND LIMITATIONS iI*. t E . OF USE PER BEAM jW 1 DESIGN SCHEDULE OPTIONALTOP SUPPORT BEAM / -- - .O•••• �1� a } ALTERNATE LEG I ANCHOR CONN.TYPE C6 %'DQ• REF.ANCHOR SCHEDULE DIRECTION 1/2.MIN. WHEEL CARRIAGE y''!i�j2FjA '®(J`a; Q•V�?1U�ddW•`1 LL•x N MMOT ASSEMBLYAT EVERY �g W t coID Z o gSTRUCTURE —I}- ( OTHER KNUCKLE Z X u w _ N j — I U:-Y- 9 3 SCREW W/WASHER WiLLI'1 f w (TOP AND BOTTOM) jJ 1,3n r owe #10x2"OR 3'410 n .'Dw H i w "MA I 10 (3)ANCHORS PER ANGLE 5.5.SCREW 4V/ 1/4 X a • 1/4-2-I POWBERS 3° NYLON BUSHING CALK-IN ANCHORS WITH AND WASHER 7/8”MIN EMED, P SPACING,AND 2-1/2° 1 2 4 5 OPTIONAL INTERMEDIATE MIN EDGE DISTANCE TO ALUMINUM OR p -+ SUPPORT BEAM 3KSI MINIMUM _MIN GLASS SEPARATION �--, CONCRETE PER SCHEDULE(SHEET 1) p WINDOW BLADES • OR 1/4"ELCO o CRETEFLEX ANCHORS 0 50, WITH 1-3/4•MIN NOTE:MAX DESIGN PRESSURE AND MAX R1 m EMBED,3"SPACING, SHUTTER SPAN PER BEAM DESIGN SCHEDULE 1 J ^ w AND 2-1/2"MIN EDGEa m a 0 DISTANCE TO 335OPS1 Z O m w O a �� MINIMUM CONCRETE 2 TOP SUPPORT BEAM v p LL a p N 9 N.T.S. VERT SECTION Z v =c5 I...N m a^o 22 p gZ bj01 oa� s 0 #10x2"OR 3"410 S.S.w SCREW W/ < u.-O �ON pp O a V a BUSHING AND WASHER v n a Z 8m- BUSHING ANCHORS PER ANGLE: V 3 1/4-20°POWERS MIN GLASS SEPARATIONEl g CALK-IN ANCHORS WITH —PER.SCHEDULE(SHEET 1) #10x2'410 S.S. c 9i m 7/8"MIN EMBED,3' SCREW W/WASHER p SPACING,AND 2 MIN EDGE DISTANCE TO (TOP AND BOTTOM) O 3KSI MINIMUM (2)8°LONG 2".2'x0.125' w U OPTIONAL BOTTOM CONCRETE 6063-T6 ALUMINUM 1 2 ® LL OR 1/4"ELCO / ANGLES PER BEAM END. 1/4"MAA s SUPPORT BEAM CRETEFLEX ANCHORS /w ALUMINUM OR WITH 1-3/4°MIN l WINDOW BLADES EMBED,3°SPACING, THRU BO TS PERS a 1 ELEVATION WITH STORM BARS DISTANCE TOI35OP I /O BEAM END s o MINIMUM CONCRETE 3 fj N.T.S. EXTERIOR ELEV j _ & ALTERNATE LEG I o�dYi I DIRECTION I ANCHOR CONN.TYPE C6 1/2"MIN. REF.ANCHOR SCHEDULE I BEAM DESIGN SCHEDULE EXISTING HOST 4 - ALLOWABLE DESIGN PRESSURE STRUCTURE BEAM SIZE SHUTTER SPAN BEAM SPAN BOTTOM INTERMEDIATE j I ! o TOP BEAM BEAM BEAM I / 6063-T6 ALUMINUM a V-0" 9'•5" 74.0 PSF 74.0 PSF 37.0 PSF O' I BEAM AND LIMITATIONS . 2"x5xD.125' 11" B'•1" 73:0 PSF 73.0 PSF 36.0 PSF w -EQ 4-EQ. OF USE PER BEAM 10'4" T-6" 73.0 PSF 73.0 PSF 36.0 PSF — DESIGN SCHEDULE 514" 14'41 68.4 PSF 81.0 PSF 34.2 PSF /'. 14-1964 2"x8'.0.072"10.224" 8'4" 11'S 61.8 PSF 83.1 PSF 30.9 PSF /d SCALE: - 10'=0' 10'4" 81.1 PSF 82-3 PSF 30.5 PSF AX PRESSURE AND MAX PAGE DESCRIPTION: NOTE:M S-o• 15'-5• 59.4 PSF 80.5 PSF 29.7 PSF SHUTTER SPAN PDESIGN ER BEAM DESIGN SCHEDULE E 2"x9'k0.072"10.224" 814" 12'5" 58:3 PSF BOA PSF 28.2 PSF ll'zl 55.5 PSF 79.6 PSF 27.7 PSF 3 BOTTOM SUPPORT BEAM (� N.T.S. VERT SECTION l�) i FRA J 1y,, ENNAR00,P.E. WJ! 4d #10x2"OR 3"4105 SCREW W/NYLON � I BUSHING AND WASHER-,,,, #10x2"OR 3"410 S.S. SCREW W/NYLON (2)8"LONG 2"x2'x0.12S" MIN GLASS SEPARATION , 6063-T6 ALUMINUM -PER SCHEDULE(SHEET 1) #10x2"410 S.S. BUSHING AND WASHER ANGLES PER BEAM END. SCREW W/WASHER 3 17 (TOP AND BOTTOM) ANCHOR CONN.TYPE CS %'O• ZA W7'C - NOTE:MAXIMUM ALLOWABLE SPANS AND • (3)1/4-20 410 REF.ANCHOR SCHEDULE 1/4"MAX %'9 v o'ly SS THRU-BOLTS 1/4"MAX -1mal I DESIGN PRESSURES FOR ALUMINUM PLATE ��0".� '(�(/R i a PER BEAM END - - ALUMINUM OR I; t - MOUNTING CONDITION PER TABLE BELOW: ��AA F ,)}Vl •�' .m WINDOW BLADES 1 4 �i J® 0 CJJ 1"MI .+I"MIN. I}�I�I EQ. EQ-{ 9 I ALLOWABLE DESIGN ALLOWABLE DESIGN G1 % - /p I 6063-T6 ALUMINUM PRESSURES FOR DETAIL 2/10 PRESSURES FOR DETAIL 2/10 LL r�pp >UQQ'�wa w BEAM AND LIMITATIONS WITH W ALUMINUM PLATE: WITH Wl ALUMINUM PLATE: z :E Wm W F OF USE PER BEAM Ef4BE SPAN: MAX DESIGN PRESSURE SPAN: MAX DESIGN PRESSURE N p o e DESIGN SCHEDULE 72" +140.7 psf f-140.7 psf 72•• ,65.7ps11-65.7 psf ALTERNATE LEG I I ANCHOR CONN.TYPE C6 ANCHOR CONN.TYPE C6 90" +1�-1126psf g0'• _ .52.5 psfl-525psf N 3 m DIRECTION I REF.ANCHOR SCHEDULE REF.ANCHOR SCHEDULE 108^ +93.8 psf!-93.8 psf 108• _ +43.epsfl 43._pd � � 1 ----4-1/2"MIN. I EXISTING 128" +61.2psf!-76.2PM 128^ psfl-37.5P5f--- JI J� ALU ! j/ _ _ _ _ +37.5 I 144' +42.4 psf!-624 psf 144^ +328 psf!-326 Psf j WHEEL CARRIAGE CONCRETE HOST �5°x)'e"or 5"xY<"6063-T6 EXISTING MOST I ASSEMBLY AT EVERY STRUCTURE(3KSI ALUMINUM PLATE RE d OTHER KNUCKLE MINIMUM) STRUCTUw #10x2"410 Ss. 5 1. "x1/4" OR 5"X1/8" PLATE TO / a #10x2"OR3"410 9 SCREW W/WASHER Z EXISTING HOST STRUCTURE �r� (TOP AND BOTTOM) 10 N.T.S. VERT SECTION 0 g N p - Q LL Y$ (3)ANCHORS PER ANGLE: w S.S.SCREW W/ X1/4"MAX J o m 1/4-20"POWERS n j " CALK-IN ANCHORS WITH NYLON BUSHING O n 7/8"MIN EMBED,3" AND WASHER Z O N ry z SPACING,AND 2-1/2" 1 2 = 9 Ii o m a MIN EDGE DISTANCE TO _MIN GLASS SEPARATION ALUMINUM OR #10x2°OR 3°410 S.SL�/I\M'AX U o N N I. 3KSI MINIMUM PER SCHEDULE(SHEET 1) WINDOW BLADES SCREW W/NYLON LL1 Z z v N `j CONCRETE BUSHING AND WASHER-,,,, ~ OR 1/4"ELCOa o Z p 0 y ° CRETEFLEX ANCHORSv n g WITH 1-3/4"MIN NOTE•MAX DESIGN PRESSURE AND MAX Q Ou w Z °z p n 3 AND 2-1/2' PIN EDGE SHUTTER SPAN PER BEAM DESIGN SCHEDULE I 0-a„~Z„15 U O DISTANCE TO 335OPSI y i n a Z w MINIMUM CONCRETE 1 INTERMEDIATE SUPPORT BEAM 10 N.T.S. VERT SECTION �® a s 3� BEAM DESIGN SCHEDULE p w t O 5 ALLOWABLE DESIGN PRESSURE w ANCHOR CONN.TYPE C6 BEAM SIZE SHU17ER SPAN BEAM SPAN BOTTOM INTERMEDIATE REF.ANCHOR SCHEDULE - TOP BFJV4 BEAM BEAM 1�MAXX 6063-T6 ALUMINUM ANGLE, 5'-T V-5" 74.0 PSF 74.0 PSF 37.0 PSF EMBED' g rx5"x0.125' B'-0' B'-1' 73.0 PSF 73.0 PSF 38.0 PSF 2'x4"x0.125"MINIMUM, DI� 10'-0" T-W 73.0 PSF 73.0 PSF 38.0 PSF ANCHOR CONN.TYPE Cl 2•x5"x0.125"MAXIMUM. m 5'4P 14'-0• 68A PSF 81.0 PSF 34.2 PSF EXISTING; REF.ANCHOR SCHEDULE 2'x8'x0.07rl0.224' 8'-0^ 11'-6• 61.8 PSF 83.1 PSF 30.9 PSF CONCRETE HOST 3 10'-0" 10'-4' 81.1 PSF 823 PSF 30.5 PSF STRUCTURE(3KSI NOTE:MAXIMUM ALLOWABLE SPANS AND o I�S� . R 5'-6" 15'-5" 59.4 PSF 80.5 PSF 29.7 PSF MINIMUM) DESIGN PRESSURES FOR ALUMINUM ANGLE a 2^x9•x0.072"/0.224" 8'-0" 12'6' 56.3 PSF 80.4 PSF 26.2 PSF' MOUNTING CONDITION PER TABLE BELOW. d 10'-0^ 11'-Y 55.5 PSF 79.6 PSF 27.7 PSF ALLOWABLE DESIGN a PRESSURES FOR DETAIL 3/10 A .8. WITH%"ALUMINUM ANGLE: g SPAN: MAX DESIGN PRESSURE: 7r +n.lpsr!-n.1 psf a R�� 90• +61.7 psf f-81.7 Psf _108" __..+53.4 Pslf-S3-4 Psf..-._..- 14-1964 126" +44.0 psi/-44.0 Psf SCALE) 1qq^ +38.5 psf.!-38.5 ps/ PAGE DESCRIPTION: i s 2"xS" ANGLE W/ WALKOVER TRACK b� 10 N.T.S. VERT SECTION f� O c 7ul a ; MP SNi ARDO,P.E. i 4c 0:, 654 i 2.5"MIN EDGE DISTANCE ? •; UI N ANCHOR LOAD Spans UD To 6'-0" Spans Up To T-0" Spans Up Tp 32'-0" 1ji Spans Up To 13'-6'• q; Z (9 '42T O (psf) CONN TYPE CONN TYPE CONN TYPE 1 CONN TYPE 9•.•• Y1^ `t5 a ' ___, x Cl C2 C3 j C4 C5 Cl I C2 I C3 C4 C5 i Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 1/4"ITN TAPCON WITH 35 112.0";12.0" 12.0"'12.0"(12.0" 12.0"12.0" 12.0" 10.9•'12.0"112.0"112.0" 12.0" 8.0" 12.0";12.0"11.7";12.0" 7.0"112.0" ��i�qF • u - `"``O 1-3/4"EMBED(3192psi 40 12.0"12.0"112,0" 12.0";12.0"_12_0";12.0"x12.0" 9.4" 12.0" 12.0" 11.4" 12.0" 6.9"113.9"112.0" 9.5"112.0" 6.1" 10.5" 2//� a"Ngo 3 ' IMIN CONC) 47 12.0" 12.0"12.0"112.0"12,0" 12.0"!12.0" 12.0" 7.9 12.0 11.2" 8.9" 12.0" 5.8"110.0" 9.5" 7.6"112.0" 5.1" 8.9" ��f .___._ _..__.... _____...._ ____ _.- _ 60_12.0" 12.0"12.0" 9.4" 12.0" 12.0"1 9.5" 12.0" 6.1•' 10.5"_I}I-7.9" _6.4" 10.8•' 4.5" 7�_ 5,5" 9.7" 4.0" 6.9" a Q l7'a a I 72 12.0"12.0" 12.0" 7.7"112.0" 9.2"1 7.4" 12.0" 5.0" 8.7" 6.2" _5.1" 9.1" 3.7" 6 5'.1 5.8" 4.7"i 8.6" 3.5" 6.1" �( •�m$W h ' 120 1 7.9" 6.4" 10.8"-4.5"i 7.8" 5.8"14,7" 8.6" 3.5" 6.1" 5.8 4.7" 8.6" 3.5" 6.1"j 5.8" 4.7"1_8.6" 3.5" 6.1" z"` h O g u 3 35 .12 00"12.0" 12.0" 12.0";12.0" 12.0"112.0" 12.0" 10.3•' 12.0",12 0"!12.0"12.0"1 7.5" 12.0"112.0" 11.6"12.0" 3.5" 1. W w 3 m 3 m -___ _ _ _ _ 1/4'ELCO (FEMALE,,MALE)W/� 40 112.0" 12.0" 12.0"112.0"112.0"112.0"'12.0"112.0" 8.9" .12.0"112.0"'11.3"12.0" 6.5"110.9"111.9"_1_9.5"_112.0^I 6.6" 11.0" ', o w 152 5.8"_ 4.7" 6.7"1 3.5"i 6.1" 5.8" 4.7" 8.6" 3.5" 6.1"15.8" 4.7" 8.6' 3.5"�6.1" 5.8" 4.7"1 8.6'.1 m 1-3/4"MIN EMBED12.0",12.0",12.0'. _ ' / 47 ; 111.7"112.0"12.0"112.0"12.0" 7.5" 12.0"111.2" 8.9" 12.0" 5.5" 9.2"19.4" 7.5";10.9"x4.9" (3350psi MIN CONC) 60 112.0" G.3" _ - ___.-.... .6" 1. ..... i 72 112.0" 12.0" 12.0"1 Z3" 12.0" 9.1" 7.3"(10.7" 4.7" 8.0" 6.2" 5.0" 8.1" 3.5" 5.9"1 5.8" 4.7" 7.7"1 3.3" 5.6" - t 120 1 7.9" 6.4" 9.6" 4.3" 7.1" 5.8" 4.7" 7.7" 3 T' 5.6" 5.8"1 4.7" 7.7" 3.3" 5.6" 5.8" 4.7" 7.7"1 3.3" 5.6" U 1 152 5.8" 4.7" 7.7"1 3.3" 5.6" 5.8" 4.7" 7.7" 3.3" 5.6" _5.8" 4.7" 7.7" 3.3" 5.6" 5.8" 4.7" 7J"1 3.3" 5.6" N .� 1/4 ELCO CRETEFLEX W/ 35 112.0"12.0"12.0"112.0" 12_0"12.0"112.0"Ir!12.0"12.0" 12.0"12.0'712.0" 12.0" 9.6" 12.0"12.0" 12.0"112.0"1 8.4" 12.0" '+ u�N 3/4 (3350psIIMIN CONC) 1_47_ 12.0" 12.0"112.0"112 0 12.0" 12.0"112.0"112.0" 9.5 12 0"12.0"1_30.2"12.0" 7:0"112 0-10 8" 8 7 12 0' 6.1" 11.0" Q g u 60 12.0" 12.0" 12.0"111.3"'12.0" 12.0"110.9" 12.0" 7.3 12 0"I 9.1" 7.3" 12.0" 5.4" 9.7"..7.7" 6.3" 12.. .7" 8.6" J ._2._}12.0" 2.0" 12.0"19.,3"" 120" 10.5 8.4" 12.0" 6.0" 1-0.8. _y _- = o mNO ' 16:65.4• 111.11 4.27.6 _ _ 7 120 9.17.312.05.411.14.27.6.71 _ 6.6" a ow =zOOmµC i adOQ Oaa66" 5.4 _54l 6"E 152 6.6" 5.4" 1124.2"17.6" 6.6" 5.4"111.1" 4.2" 7.6"16.6" 5.4" 11.1" 4.2" 7. 5.4"11114.2" 7.6" on 1/4-20 POWERS CALK-IN 35 112.0" 12.0" 12.0"111.41112..0" 12,0"112.0"112.0" 7.112.0"111.3" 8.7" 125.2" 9.1"1 9.2" 7.2'11.1" 4.5" 8.V, IG ' 12.0" 6.1" 10,7"1 8.9" 7.0" 10.9" 4.5" 7.9" 7.45.9"s 9.8" 3.9" 7.0"200"11 . q WITH 7/8"MIN EMBED 40 112.0"12.0" 12.0" 92 (3000ps1 MIN CONC) 47 55.5" 9.4" 3.8" 6.7" 4.7" 8.43.35.9120212. 8012.011.18.612.06.95�8U60 12.0" 11.5"12.0"16.1"110.7" 7.4" 5.9"1 9.8" 3.9" O Q U w z 0 1 * 72 10.7 8.3' 12.0" 5.0"1 8.9" 5.7" 4.5"1 83" 3.2" 5.8"1 3.8 3.1" 6.3" 4 3 {3.6" 6.0" 4.1" �- Wiz~_ OU f p n't 120 4.9" 4.0" 7.5"V/////,....5.2" 3.6"'�I 6.0". 4.1" 3.6"✓ 6.0" 4.1"!3.6" 6.0" _4.1" a 3 a U H a 152 1 3.6" 6.0" f 4.1" 3.6"- 6.0"- 4.1" 3.6" 6.0" 4.1":3.6" 6.0" 4.1" g' 1/4 ELCO PANELMATE 35 112.0" 12.0" 12.0" 10.7"112.0" 12.0"112.0"112.0" 6.7" 11.2" 11,5" 8.9" 10.7"'4.9" 8.2" 9.4" 7.3" 9.6" 4.3" 7.3" INSERT WITH 1-5/8'MIN 40 112.0" 12.0"1.12.0" 9.2"112.0" 12.0"-11.Z" 12.0"(5.8" 9.7" 9.1" 7.2" 9.5" 4.2" 7.2" 7.5" 6.0" 8.5" 3.7 6.3" ..__f` .._._ m EMBED(3000ps1 MIN 47 12.0" 12.0"112.0"�7.6"112.0" 11.3",,8.8" 10.6" 4.9" 8.2" 7.1" 5.6" B.1" 3.6"1 6.1"1 5.9" 4.8" 7.3"13.1" 5.4" CONC) 60 112.0" 11.7" 12.0"j 5.8";9.7" 7.5" 6.0" 8_5" 3.7" 6.3" 5.0"1.4.0" 6.5" _4.7"1 4.3" 3.5" 1".. 4_2" -t_ 1 �� - _ _ _ ® i w 72 10.9" 8.5"110.4" 4.7"i 6.0" 5.8"1 4.6" 7.1" 3.1" 5.3"1 3.9"1 3,2" 5.4" 3 9' 3.6" 5.1" 3.7" * 120+5.0 4.0 6.5 -4.7" 3.6" 5.1" 3.T>�3.6" 5.1" 3 7 3.6" S.1" 3,7" g 152 )3.7" 5.2" 3.7" 3,6" S.1" 3.7"i 3.6" 5.1" 3.7"j 3.6" 5.1" 3.7' F <�,�•3� I 0 ANCHOR.NOTES: LL 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. 2. TAPCONS SHALL BE 410 STAINLESS STEEL AND SHALL BE MANUFACTURED BY ITW. $ 3. ENSURE MINIMUM 2.5'EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE&TO HOLLOW BLOCK. 4, ALL.CONCRETE ANCHOR SHALL BE INSTALLED TO NON-CRACKED CONCRETE ONLY. S. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x(MIN)WOOD STUD(1•e.3/4" $' < EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). �1 6. WOOD HOST STRUCTURE SHALL BE"SOUTHERN PINE"G=0.55 OR GREATER DENSITY. s 7. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. e 8• ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM m a R ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD 14-1064 FRAMING MEMBERS,NOT INTO PLYWOOD. 10. WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 11. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR PACE pescRIPTION. WAFER HEAD("SIDEWALK BOLT")U.N.O. 12, ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. 13. * DESIGNATES ANCHORS WHICH ARE REMOVABLE. �� i FMK L BENNARDO,P.E. ' 2.5"MIN EDGE DISTANCE - CONN TYPE C6t , HP g¢sas G LOAD Spans Up To 6'-0" Spans UD To 9'-0" Spans Up To 12'-0" Spans Up To 13'-6" MATERIAL ANCHOR TYPE DESIGN PRESSURE ♦ ,,,,° ANCHOR (Psf) - :n CONN TYPE CONN TYPE CONN TYPE CONN TYPE ! DP 5 100 PSF DP>100 PSF O - '1/4"ITW TAPCON WITH 35 12.0" 12.0"111.2" 4.9 9,1 7.9" 5.7" 8.1" 3.0 CS Cl C2 C3 C4 CS Cl j C2 C3 CR CS j 0.072" #14 SMS 6.5 6.0" `Q ••' rn, Cl C2 C3 C4 CS C1 C2 C3 C4 5.8 4.3" 3.3" 6.3 4.3 3.5" 5.7" 3.6 ALUMINUM 1/4-20 BOLT 1.5" 7.0" i1-1/4"EMBED 40 12.0" 12,0"10.1" 4.2" 7.9" 5.8" 4.4" 7.2" 5,0"!3.4" 5.6 ✓ 3,7 5.1" 3.3" 0.125" #14 SMS - i- ,12.0" - --10.0" - __ 47 10.7 7 4' 8.8 3.4" 6.6" 4.2"1 3.3" 6.3" 4.2" 4.9" 3.1" q,4" I ALUMINUM 1/4-20 BOLT 12.0"_ _ 10.0" _ 1' �fyS 60 5.8 !4.4' 7.2" 5.0"f 5.1" 3.3" 3.9" 3.5" 0.25" #14 SMS 12.0" 10.0" .�1 pn v �g. 72 4.1 3.2'j 6.2 4.2" 4.3 3.3 - 3.1" ALUMINUM 1/4-20 BOLT : 12.0" 10.01' 9 H 120 J 3.9 3.1 3.1" 3.1„ Ute•. USM' Ta . 3.1 3.1" 3.1" #14 SMS: 1/4-20 BOLT: CONNECTION TYPE C6 NOTES: �ii FS "'• 0 3 i1/4'ELCO PANELMATE 35 12.0 :12.0 12.0" 7.1" 11.7 12.0" 9.7" 9.6 4.4 7.6" 7.3" 5.6 7,4" 3,2 5.6" 5.9 4.7 6.6 4.9" 1.SHEET METAL SCREWS AND 1/4-20 yip li i (FEMALE,MALE)W/ 40 12.0 12,0 12.0" fi.l'_10.1" 9.9" 7.4"j 8.5" 3.8" 6.6" 5.8" 4.5"16.6" 4.9" 4.8" 3.8" 5.9" 4.3" - ABk9 BOLTS SHALL BE 410 SS, y � ff, wS a 2,FOR SMS,PROVIDE(5)PITCHES X�1n1 Q Q"(7< 1 1-1/4"MIN EMBED 47 12.0" 12.0" 10.6" 5.0" 8.5" 7.2"1 5.6" 7.4" 3.2 S.5" 4_5" 3.6 .6" 4.1 3.8 (3.0 5.1" 3.6" u w o z 4 0- 5 ! - -- - MINIMUM PAST THE THREAD PLANE. t ra w o 60_ 9.9"1 7.4" 8.5 3.8 6.6 j 4.8"13.8" _5.9" 4.3"j 3.2" 4.5" 3.2" 4.0" 3.ALL FASTENERS HEREIN SHALL Z * 72 6.9"15.4" 7.2" 3.1" 5.4" 3.7"f 5.0 3.6 3.8 -3.6" UTILIZE Ve''0 MINIMUM WASHER AT W •LG^•:'= 120 3.2" 4.5" 3 2 3.6" 3.6 -3.6 HEAD OF ANCHOR. 152 3.6" %�/ff 3.6" 2.3 3.6" 3.6" 4.1/4-20 BOLTS SHALL UTILIZE SAE ,! , ' o W m 1/4 ELCO CRETEFLEX W/ 35 12.0"112.0"112.0" 8.3" 12.0"112.0"110.9"11.9" 5.2 9.2"l 8.1" 6.3 9.2" 3.8 6.8 6.6 1 5.2"1 8.3" 3.3 6.0" GRADE NUTS AND WASHERS. If w-- cYi 1-1/4"MIN EMBED q0 12.0 112.0 12.0 7.1" 12.0"(11.0" 8.3" 10.6" 4.5" 8.0";6.5" 5.1" 8.2" 3.3" 5.9" 5.4"1 4.2" 7.3" 5.2" 5.ALUMINUM MEMBERS SHALL BE , CI a o --- _--- ------- -_ 6063-T6 MIN.ALLOY. �•� a m 47_12.0",!12.0"!12.0" 5.9"110.3" 8.0"1 6.2" 9.2" 3,8" 6.7" 5.0" 4.0' 7.1" 5.0" 4.2" 3.4' 1 6.3" 4.4" t CONNECTION TYPE C6 I5 VALID FOR 0 i 60 11.0" 8.3"110.6" 4.5" 8.0" 5.4" 4.2" 7.3" 5.2"1 3.5"� 5.6 3.9" ALL ALLOWABLE SPANS PER SPAN U ti 72 7.7 j 6.0 9.0 3.7 6.6 14.1 3.3 6.2 4.3 4.7" 3.2 4.5" 3.0" SCHEDULES. z ` 2 o 120 3.5 5.6 3.1"'I 4.S" 3.0 4.5 3.0" 4.5" 3.0" o, ! __ ._.....- 152..... -4.5" 3.0" 4.5 3.0" .1.4.5" - _ 11/4-20 ALL POINTS 35 112.012 0 ;12.0" 9.6" 12.0" 12.0"112.0"112.0" 6.0"110.110.1" 7.8' {9,8".4.4" 7.5" 8.2 !6.4" 8.8" 3.9" 6.6"., oma+ a .SOLID SET WITH 7/8" 40 12.0"112.0";12.0" 8.2" 12.0"{12.0" 10.2"111.3" 5.2"i 8.8""8.0" 6.3"1 8.7"1 3.8" 6.5" 6.6 j 5.2"1 7.8"j 3.3" 47 12.0"112.0" 5.2" MIN EMBED_ � 60_72 B.6"'1 7.4"'1 9.3"1 4.2" 7.3" 9.9"15.0"1 4 2" 6.6 3.3" .1'4 8"}J5.8"I 3.4" 3,5„1 5.0"1 3'2" 3.6" 3.2"•3 4.7" 3 4" � = 0 M iry d z O 120 4.4"1 3.5" 5.9" 4.3" 3.2" 4.T J 1 3.4'-1 3.211 _4.T' 3.4,' 3.2" 4.7 3.4" w O w a d E __ X 152 32 f� 47 34 32 47 34 32 47 � 3.4 3.2 /47 3.4 � vl�j �1/4 ELCO PANELMATE 1 35 112.0 .12.0"112.0" 8.6 12.0"1112.0"12.0"11.1" 5.4 8.9"1 9.2 7.1" 8.6"1 3.9" 6.6" 7.5 5.9"1 7.7" 3,4 5.8" d a o Z O O y O:n a Oyp 1INSERT WITH 1-1/4'MIN 40 112.0 :12.0"112.0" 7.3" 11.9",12.0"!9.4" 9.9" 4.6" 7.7" 7.3"'5.7" 7.6" 3.4" S.7" 6,0"'!4.8'_ 6_8" 5.1 O'K 9a 0 W !EMBED _ _. __�-.._ _.. 47 12.0".12.0"512.0" 6.1" 10.0 9.1"'7.0" 8.5 3.9 6.5 '5.7" 4.5"6,5 4.9" 4.8 ;3.8";S.8" 4.3" a Z p w _60 12.0_"!9.4"199" 4.6" 7.7" 6.0"14.8" 6.8" S.1";4.0" 3.2" 5,2" 3.8" 3.4 4.6" 3.3" m a cOj -- f F I * 1 72 8.7"1 6.8"18.3" 3.8" 6.4"!4.6" 3.7" 5.7" 4.2"13.1" 4.3 3.1 4.1" '-+ >' ¢^ 120 4.0"1 3.2"1 5.2" $ 152, .. 3� 1 ANCHOR 3/4"MIN EDGE DISTANCE ® s 1 b LOAD Spans Up To 6'-0" Spans UD Spans UD To 12'-0" Spans Up To 13'-6" 171 ANCHOR CONN TYPE I CONN TYPE j CONN TYPE CONN TYPE q =v~i _ Cl C2 C3 C4 CS Cl C2 C3 C4 1_CS C1 C2 C3 j C4 CS C1 1 C2 C3 C4 CS ^ 1/4°ITW TAPCON OR 35 12. " 12.0" 9.1"_ 8 7.7" 1 "12.0" 6.4" 4.3" 5.7" 12.0"10.7" 5.8" 3.8" 5.1"t 7" 12.0"120 " 59To �o #14 WOOD SCREW W/ 40 12.0"112.0 11.0 7.9 10.2 12.0 12.0 7.5 5.1" 6.7"112.0" 10.4" 5.7 3.8 5.0" 11.0"1 8.7" 5.1" 3.3" 4.4" I1-1/2"EMBED q7 12.0"112.0" 9.4" 6.6" 8.6"112.0"12.0" 6.4" 4 3 !5.7" 10 3 8,2" 4.8" 3.2" 4.3" 8.7" 6.9" 4.3" 2.8" 3.8"' ���� j _.._. LL 60 -1-2.--0-"12.0" 7.5" 5.1" 6.7"� 11.0" 8.7"' 5 1" 3. 4.4-13-T 7 3 9.9' 3.8" 2.5" 3.3" 6.2" 5.0" 3.4" 2.2" 2.9" � I { 72 12.0"112.0"16.3" 4.2"'5.6" 8.4" 6.7" 4 2" 2 8 3 7 1 5 7 4 6" 3.2"1 2.0" 2.8" _5.3"14.3" 3.0" 2.6" cSi 52 1 7.3"'5.9" 3.8"12.5" 3.3" 5.3"1 4.3' 3.0" 2.6 y 5.3" 4.3"4.3"120 3.0"'r 2.6" 5.3" 4.3" 3.0" 2.6" 152 5.3-`44.3•'1 3.0" 2.6" 5.3"1 4.3" 3.0" 2.611`:.5.3" 4.3"13.0" 2.6" 5.3"i 4.3" 3.0" 2.6" '1/4'ELCO PANELMATE . 35 12.0";12.0"12.0"12,0"112.0 12.0"112.0"12.0"10.2"'12.0 12.0"12.0"iL2.0"I 7.4" 11.0"12.0"!12.0"'11.7" 6.6 9.7" �(FEMALE,MALE)W/ 40 12.0"'12.0"112.0" 12.0" 12.0"112.0"12.0" 12.0 8.8" 12.0"112.0" 12.0";11.5" 6.5" 9.6" 12.0"111.5"!10.3" 5.7" 8:5" SS o 1-7/8"MIN EMBED 47 12.0"112.0"12.0" 11.5" 12.0"112:0" 12.0"12,0" 7.4" 10.9"12.0" 10.8"1 9.9"5" 8.1" 11.4"19.1"18.8" 4.8" 7.2" ! 0 ':, 60 12_0";12.0" 12_0" 8.8" 12.0" 12.0" 11.5"10.3"1-5.7" 8.5",_9.5" 7.7"r 7.8" 4.2" 6_3" 8.2!',6.6"'7.0" 3J" 5.6" �R 3 72 12.0"12.0"112.0" 7.2" 10.7" 11.0"1 8.9" 8.6" 4.7" 7.0"{7.5" 6.16.5" 3.5 5.3" 7.0 5.7 6.2 3.3" 5.0" Mal 1 * 120 9.5" 7.7" 7.8" 4.2 6.3 7.0 5.7 1 6.2 3.3" 5.0 7.0" 5.7 6.2" 3.3" 5_0"...7_0"1 5.7776.2" 3.3" 5.0" j 1 -f'5 2 0-1 5.7"1 6.2' 3.3" 5.0"1 7.0"15.7" 6.2" 3.3" 5.0",7.0" 5.7"1 6.2"1 33" 5,0" 7.0"{5.7" 6.2" 3.3" 5.0" 14-1964 i1/4"LAG SCREW WITH 35 12.0"!12.0"1112.0" 9.6" 12.0•• 12.0"112.0'• 8.7" _6.2" 8.0"112.0 12.0" 6.6"j 4.6" 5.9" 12.0"111.9";5.9"(4.0" 5.3" seaLe: 11.5"MIN THREAD 40 12.0".12.0"111.3" 8.3" 10.6" 12.0"112.0" 7.7" 5.4" 7.0 112.0"11.6"1 5.8" 4.0"1 5.2" 12.0"7 9.7"15.2" 3.5" 4.6" PAGE pESCRIP7I0N: j 1 PENETR47 12.0"J2.011 9.7 7.0" 8.9" 12.0"112.0" 6.6" 4.5" 5.95 11. " 9.1" 5.0" 3.4" 44" 9.6"1 7,7"'4 " .0" 3.9" ANCHOR NOTES: }EMBEDt 60 12.0"!12 0"�7.7"-1 5.4 7.0" 12.0",9.7" 5.2 3.5" 4.6 8.1" 6.5" 3.9" 2.6 3.4" 6.9 5.6 !3.:45 3 " 2.3" 3.1" ! u 72 12.0" _ 4:4" 5.8 9.4 7.5 4,3 2.9 3.8" 6.4" 5.2 3.3" 2.2" 2.9" 5.9" 4_8"13'1" 2.0" 2.7" SEE SHEET 11 FOR ANCHOR NOTES. g 120 8.1 fi.5" 3.9" 2.6" 3.4"15.9" 4.B" 3.1" 2.0"1 2.7" 5.9" 4.8"1 3.1" 2.0" 2.7" 5.9" 4.8"!3.1" 2.0" 2.7"- 1 152 5.9"14.8" 3.1"1 2.0" 2.7" 5.9" 4.8" 3.1" 2.0"1 2.7"15.9" 4.8"13.1"1 2.0" 2.7" S.9" 4.8"!3.1" 2.0" 2.7"