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4 r BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search Product Approval do-pr FUSER:Public User Product Anoroval!°!en-u>Produ_t or Application Search>Aooli_ation LIS t>Application Detail FL# FL13757-R6 _.... ._u._ . >....,„,,... Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bernardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed 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 ORLANDO L. BLANCO, P.E. ! Validation Checklist- Hardcopy Received Certificate of Independence F'L13757 R6 COI Inden.cdf FL13757 P.6 COI indec2.:df FL13757 R6 CO! Indec3.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 } 1' Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eauiv Eauivl.odf FL13757 R6 Eauiv Eouiv2.odf FLI?757 P6 Eauiv Eauiv3 Ddf 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 P.6 II Daiol.odf 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 FL13757 R6 AE Evall.odf span/pressure combinations and additional limitations of Created by Independent Third Party: Yes use. 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 IT Dwa2.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other: See installation drawings for allowable FL13757 R6 AE Eva12.pdf span/pressure combinations and additional limitations of Created by Independent Third Party: Yes use. 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ: No FL13757 R6 I: Dwo3.Ddf 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.odf anchorage,etc. Created by Independent Third Party: Yes Bad: Nezt Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AkEEO 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 mall 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 Ac' ! c��epts: Mr 1WW__1 WN Credi,Card Safe r 6.8 STREAMLINE SHUTTER I 'MNK 65.9YE. GNERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ _ �� NoP[004654 -� E 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 INTERNATIONAL BUILDING CODEIBC AND INTERNATIONAL RESIDENTIAL CODE ( ) UNLIMITED WIDTH------ j3 '. 0 N (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED 1N STATE OF .4 ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION r(ORIOa w o 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BESS �� u DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE Nuc rl � PRI a REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE � FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN SII I I I I W 0.;T' PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. Z� r><, < 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1B86/E1996/E330. ('a ra w u a 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 Z� SAFETY FACTOR. 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND I WW I°,-'w�t gz ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW gyy CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. N w¢d z 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND LOAD DURATION FACTOR Cd= 1.6 WAS USED FOR WOOD ANCHOR DESIGN. 0111 " 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE N I I 'D 0 DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR I WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 v� i I SHALL BE USED. Z B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC s o ^ N N SITE. � x 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 '^ PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER ®r �"ff 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE.10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDCTIONS DETAILED HEREIN AND THE CONTRACTORoVERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITfiER FORM OR MATERIAL FROM ®� I NQ =c o THE STRUCTURAL SUBSTRATES DETAILED HEREIN. Zm R 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL I 33 $ DOCUMENTS. HURRICANE PROTECTION _ —BOTTOM 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING _ g i OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGINED,DATED AND TRACK E SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE E DEVIATIONASA CONDITION TO THE BUILDING OFFICIAL GRAVING HIS/HER APPROVAL. LOCKING MECHANISM,SEE � 13. EACH SHUl4 ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS 3 o g INFORMATI TOWN&COUNTRY INDUSTRIESm g � FORT LAUDERDALE FL TYPICAL ACCORDION SSILE LEVEL D-ASTM E1886,E1996&E330 1 SHUTTER ELEVATION TAS 201 202&203 °IDA PRODUCE APPROVAL NUMBER N.T.S. EXTERIOR ELEV 14. AU '6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TABLE 2: 1 s K.' 15. / -NSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS 'I.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 --- 16 'cM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL MINI HVHZ FACILITIES 3�?N I If FIELD CONDITIONS REQUIRE. - - a �+ 'ICATIONS.USE REMOVABLE ANCHORS. SHUTTERa a a ' -TH A MIN.RADIUS OF 10." SPgN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 5 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE ,! { 4TED. GRADE GRADE GRADE GRADE lo.i5 2& ' SLACK. meq+ -EEPAGE IS POSSIBLE. 72" 2-114" 1-6/8" 2-3/8' 1-5I8" ti 3-99" -1/2" 1-7/8" 5/B' 1-7/B" 4-1/84-114" 2" 4"LION 5' s _Q gff!ppp1 'E I gg TT rr FFF TABLE 2 NOTES: y� 1- HVHZ:DEFINED N D AS ALL LO COUNTY AND R THAN D COUNTY FLORIDA. / a Z. NON�-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY ROi 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339 ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A �1 ' 'B�q,Ohl lscRpm MINIMUM SPAN OF AT LEAST 30". F ° ' 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL M �7FS HAVE 2-7//B"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30' ABOVE GMDE. 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE - 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 E1996-09. ■ I I' DE004049NNARDO,P.E. 0.062" 0.630• ..-tT--.----t��.'-)f X-t}I-�J„ a N-L --0.12s• -��„rrlyY..-i �L 7^1ni \,`UJpq,.L_.;l'ya-;o69^"�e/-f,i 1 1/ ---0--.-4i5�00'.r9-71• � 0.080f_ UN 1.92.. 1• I 0.06 SIII __00*t9� €t:'I'�•.0 NO gP1IED0AE04' 0.100" 6gG4 O0 _1.709" .062 008 " AF-Z-` • O.*0.195' 20• sT40. 6007D• .069TV OF 0.63ti1908'0.12 0 - _- 930000" 0.062" 0.062" 0.6300143 1070" I i"11 0 ' 0.062ZUQfW-_o�W° 9w0 1.069" 0.062"}o.9711 I,NAL 4_NI 11 -- O 060" ': ; 016 W 0200' 1.069"4 0. ff.�EHz F< ds'Ll j L � ! Z� otm �'--SUPPORT LEG OPTIONAL-/ 0.200" !- lirfl'---T II �F 0.062" `0.200" M;4 5.745"MAX. 1.069 -� - -0.062^ Y 1.069-� W Ul 0N"9_ D -- ----5.745"MAX. u w ge z UWALL T D_UILD OUI WALL 3>STkEAMLINE CEILING TRACK 4 STREAMLINE WALL TRACY, /5 HEAV_Y'_HEADER/}SILL 6 LITE HEADER SILL nw'.W SCALE.HALF SIZE �✓ SCALE HALF SIZE �' SCALE HALF SIZE. �� SCALE HALF SIZE SCALE HALF SIZE SCALE.HALF SIZL p m h ° WHERE SHOWN,SCREW BOSSES B FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874•1- 2.655" 0.875• y-- tx^-0.105 2.195- .195' fI-1 -.2r3 0"- 0.060^ 1.229• o9 0.75 2.655" riL) 1 (7 a<3 62• -- l- 1.069• .931 4.84• 0.105• N 4.510- -1.069-1.069" 0.075" C)i 0.075• 0. fiME. r�Q WQo ." aw: 0.044* .04..."0" 0.994•{4.5 .... , I E 3 NOTE:TESTED THICKNESS OF iJ O7 v 7 0. 83-T-� �--- 4.510• -� +� �-3.506"-� BARE METAL W/O PAINT IS 0.039• � _ ffi J7>SILL SILL ADAPTER EXTENDED SILL l�EXTENDED SILL ADAPTOR j ADJUSTABLE_ SILL BOTTOM _ 13 6,8 STR[AMLIYJE SLAI1QLAGC C, s R SCALE HALF SIZE SCALE HALF SIZE ✓ SCALE.HALF SIZE SCALE HALF SIZE SCALE HALF SIZE P SCALE HALF SIZE u Ld � 0.477" 0. 1.570"--- 0 510" 0.143 --, 0.070' 0.245" --1.7W--1[0.143" 0.0% �_o.s900341• ° Y � go8 m 0.060"- I 4.753•- --r o.11s• I 0.080• 0.117' Q �� d I 0.090" 0 0%' ry @ 1 ri 4.510• Ver �i`n� F.0.180" 0.000• B ly el 09 0.080' ( Camim FMLN a PE ' Opq�q' 0.337-jJ� 0.682' -0.630• 0.060.1 - (I 0.693• 2.822" I,__ -4 0.420" 15-2339 NOTE:THICKNESS OF BARE 1.625• �cAtei _ METAL W/0 PAINT IS 0.039" ---. -� rowE oeswmoN� �)6.8 STRCAMLINC STACK �6 RADIUS CEILING HEADER/SILL (�)�6_8 STARTER Ig WALL �Il.l. CLIP 18b�WALL SILL SCALE HALF SIZE SCALE HALF SIZE `- SCALE HALF SIZE SCALE HALF 5121 SCALE HALF SIZE �9 FRANK L.MNNARDO,P.E. 1.950+ ``1`1111111111// 0PE0046549 -{{-0.125" 0.610 STAINLESS STEEL _ _ 2�• 4 0+ ".NSERTS NYLON LUMINUM HER OR ` �Q,P;NK.. •' �'�yy-x�/`\. - _{[-�11 ASSEMBLY r - 0.357" 1• 1 0.320"0 HOLE yam" 0.276' * • NO'°F •J] Z 0 x 2.3/4+410 HT S.S. I I - 654 0.880 NYLON � :° REW W/TC ULTRACOTE 0.591005WHEEL Ox0;120'o ATINGyL 0.240" P TOP Q BOTTOM) ry 0.062• (am. gTCO : ' wm Qx BUSHING W/WASHER: �i�/ •'�7/0A `r, o TVP.AT EVERY OTHER 0.750" 7/16"0 x 1/2"0 INTERIOR JOINT TOP I �i�jY oy } -5•MAX. -� INSIDE JOINT AT TOP. 0.870" 7/16"0x1"O INTERIOR JOINT BOTTOM 0.154'-7•I•-0.137' i, "ENGEN .W(n tu) _�5 y CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR /111 1111111 Z 1� 0. - 3_ F 1�ANGLE HOUSING-ZINC DICAST,POWDERCOATED �>.3: L2)ROLLER ASSEMBLY l4)BUSHING ASSEMBL'i DETAIL Z6)BOX CENTER INSERT SCALE IIALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE ZX a�mAz SCALE HALF SIZE SCALE HALF SIZE SCALE.HALF SIZE OR KEY/THUMB TURN OPERATED INSIDE. W W z Iy 9 x}0.250" \- BRASS PUSH LOCK TrL u l u •^ ----- SCALE HALF SIZE U)a s w o ����0-1 --.--I���.TI __ui-, -Fao,- �ao�✓vna N � LU o --R0.155' W1197 2.125" 782' 0.286• 1.603" 0.2680.500" 4.000• 0.236' 4 0.500" 0.623" 1.710" o..531 7" 0.090" 0.531• r. 0.790• 319' 24 0.2 2.20 00 26- 1 a jD.6�7r T 0.607• . - ~ 0.496'0.224' 0.239" OBanm¢Z'�oO wSKgL`Ffog � n�q -2.000 - . rj11 240' n =c p0 J RAINGUARD DECORATIVE FLOOR TRACK 3.4760'SCAIC f1ALF SIZE 0010.062"HALF SIZE 0.062'160" 0.222"1 o.0z•ao•2Y0.176"SCALE SCALE HALF SIZE ����_O)UNIMATE LOCK MALE BOX CENTER FEMALE BOX CENTER SCALE HALF SIZE SCALE HALF SIZE 0.062' 5.500'x 13/16"WIDE- 0.400- 7/16-0 STAINLESS 167" STEEL NUi,A R 400 P 0 norg` 0 12 �•_T1 l1•-� O N - "---���--0'fff.438" 0.188 5/16-18x1 MACHINE SCREW TMP• 5116-0 INTERNAL STAINLESS STEEL 0.121' 11 _ - 0.689' POWDER THREAD 4.500* ,0.06" a aa _ HEAD STYLE VARIES .050^ 6 ...�_ 11 DELTA MOU1L 2U22 SECTION A 36�T-LUCK ADAPTER @)T SCREW INSERT 38�THUMB SCREW INDUSTRIAL SYSTEMS (OP TIO(JAL SCALE-FULL SIZE SCALE FULL SIZE �` '� -t 4+0.254" `1OI� tot)4o'. 6 a¢a a 3�BOX LOCK SCALE HALF SIZE n 10.319 END STRIP 'II �` SCALE HALF SIZE -.2.000- �. 2" & 3" EXT 1.625" 0.12 -= } --� --1- �1-0.125"SCALE HALF SIZE x gq� X -{ -1.500" � pg 0.085"fir is �P III 10.125+ cvPrlaolRFw.ncLmxvwPE 50' o r S 0.093' 0.2 ^I 0 o.oas• �; 15-2339 - � rAae nesaumonl ALT. 1" END STRIP 1.5"x3 2T'x x0.093" ANGLE Y-,0.125" ANGLE ^ X91 �39 2X7 AIJGLE SCALE HALF SIZE 21) SCALE.HALF SIZE �5� SCALE.HALF SIZE crl 7 SCALE-HALF SIZE _�SJ� F L,BENNARDO,R.F. ANY ANCHOR PER ANCHOR / EDGE DIST' SCHEDULE 0 18"O.C. -EXISTING DIST. GLAZING i -rt SEE END S7WR:t,, o n I/L SCHEDULE FOR rgoG: NO E004 A��E ANGLE EMBE SPAN WHEN U&1*G. �n LEG DCiTON 20,40e,40b ' 1) b F" I/4• OR 6.8 START EMBED. € 9; (INTERIOR) �M WITH 21 OR 2 Q p s wV_ `MIN.0.062"THICK 6063-T6 ALUM.dv � 311 ANGLE 1"x 1"MIN.TO 2"x 5"MAX. ,•'1?I 25 �S�'/ 14 ....1 __ _ (ANGLE LEG MAY BE REVERSED) DIST. '—' �—' - (F(A)STEN ANGLE TO TRACK W/ T�I w VQ..z' g ANY ANCHOR PER ANCHOR C2C�RNER,TOP SCREWS BOTTOM AND u �q W��u� SCHEDULE 18"O.C. t7" \ \ �\ ATTACH TO 6.8 START&W/ m z t3 13 t3- \ - `112 x 1/2"GALVANIZED OR Z S w a e 13) #12 x 1/2"GALVANIZED OR S.S.SMS, Wo D u i� 30 —� 3/16"0 ALUM.POP RIVET,OR 1/4-20 \ S.S.SMS,3/160 ALUM.POP (y W o ry 6.80 (TYr�)_ RIVET OR 1/4-20 MACHINE u"w z I— -� USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT 0 18"D.C. ALTERtJATE ENU STRIF DETAIL BOLT NUT P 18"O.C. 3 I� 6 (EXTERIOR) 5/16.18 THUMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE Ina INSERT X37 AT 1/3 SPAN TO 2/3 SPAN SCALE 3' =1'-0' ANY TRACK W/ TYPICAL PLAID VIEW FROM BOTTOM OF SHUTTER.RECEIVING ENO STRIP SCHEDULE SCREW BOSSES. � aip N HOLE SHALL BE 3/8"MAX WIDTH,UP TO SF SPAN RRF SCALL 3"a T-0' I"HEIGHT. ,•B/p(Y7•) 52 100 _ 72 100 2 94 USE(U BRASS PUSH LOCK -- �� 12 OR(U 5/16-IB THUMB 132 7" SCREW INiO THREADED LOCKING DETAILS FOR 2•BIp(3,7•) 82 95" \\\ SEE END STRIP a INSERT pI AT 1/3SPAN CENTER MATES (� 72 • \ SCHEDULE FOR MAX. L TO 2/3 P'AN FROIt _ SHOWN ON RANDOM SPAN WHEN USING �tiJ W BOTTOM OF SHUTTER 30}, _--C13) DETAILS 3"8/0_(4.7•) 62 �" �i C rc RECEIVING HOLE SHALL BE ( 72--- __7g^ U7 20,40e,40b OR 4pC, L, 3/8"MAN WIDTH.UP TO � �' ' 13� N0-`� 2- a� � 'J�' 1/4" OR 6.B STARTER 1'HEIGHT 30 ALT.1"BI0 __82 -_ 1 0iN IK - WITH 21 OR 25. o�6 rr `\ 4° 4°) to USE APPROFRIAIE 75" �yll�j',�� qY�� STAP.IEP.SIRUP TU 6 r IIIIII fru 1.5'If3' 5 93" II �NU�_!,) PRONUL CLOSURE % - -- x0.093' 52 13 `5q-_inl FLxt ..60 81� \ II`• BUI!OING GONOIMUN'.� )-E g c z1 64 8 \'`FASTEN STARTER°.1 RI:' � (INSIDE) ° 7 �� C WS A W/121 R.HIOxI TC w S 2 129" ALTERNATE END STRIP DETAIL SCREWS AT CORNER.Tr,f. Tk3" 45 138 S BOTTOM T' x0.126' 67 12" ANY TRACK W/SCREW A SCALE 3"=1"-0" 13 a J L) 60 64 118• BOSSES. y 2 70 111" Zaa 1 7 I 4' O SNL FOR WN IN ER SPANS DR LOADS THAN W STRIPS IN END REQUIRE A V SCHEOOIE,END of (— O MID SPAN ANY ANCHOR ON TI N:0100'CUP G� c j (n \ EXISTING CL nsS / as IIS]( 0 + ANCHOR SCHEDOIL A EN'TEK STRIP. o N{a a O _ , SCREW OR LI 10 NOIT TO TO ENO STRIP. i' USE(1)BRASS PUSH LOCK D¢ $¢ y s USE I11 BItA55 PUSH LOC -} J� OR(11 5/16-iR THIIMB —� (INSIDE) i d '1r OR(1)5/16-18 THUMB dry 9U a Aa SCREWI�1j0 THREAOEO \ F N SCREW 1t C THREADED - ��� / INSERT f37) AT t/3 SPAN \ SILL 7 o SL SZ8 �Q INSERT OTI AT 113 SPAN i Z a TO 2/3 `PAN FROM \ CE lU'Ll35 NF POM FiXa BOTTOM OF SHUTTER 1 BOTTOM OF SHUTTER (OUTSIDE_) RE[EIV INr HOLE OLE 5 SHALL BE 6 N/8"1.1Ak WIDTH,UP T0. a �..HEIGHT. �?) �� •, TYPICAL OUTSIDE CORNER. CLOSURE -_-- —_-- - -- —65 J- / q_� CC y DTS AILS WO/CORNER POST g 13 l �o kR ip 6aP PE 13 23 (OUTSIDE) 15-2339 k -SILL ,a1- A -USE I11 BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM [N[9tJGtlT10Rr BOTTOM OF SHUTTER / TYPICAL_INSIDE CORNER CLOSURE C(2 DETAILS WO/CORNER POST �� MULTIPLE SHUTTER ASSEMBLY 91 NTS tww SCALF. 3' 1'-0" A Ly FRANK L.BENNARDD,P.E. Cl CONNECTICM TYPE le Sgy1PfQYyll// REFERENCE ANCHOR EXISTING MOST SCHEDULE FOR MAX / STRUCTURE ' SPACING _ X. - _ Cl CONNECTION TMC 1/4-20 19ACHOJE BOLT \ REFERENCE ANCHOR/ - 1/2" _ W/NUT R 12"0 C OR lk p ) SCHEDULE FOR MAX 4114 SMS(�b"O C =7�- / SPACING 1/2' IT YP.TOP$ BO7 TOM) _ rn b N ; 7F ALUM. TUBE 1 aa7 '2 FASTENERS -6063-T6 nLLJY F, / :0T••.• AT WCIGWm EACH ANGLE --- SEE TnBLE A FOR SIZE - I 0 L9�ClR(6)JR/ 1If 1"x 2"x t18" • ALTERNATE TIIRU BOLT a // r OR 2"x 2"x 1/8" Ct f_ONNE E AN TMC Q ow I y>� ALUM AIJGLE ` RE FERCNCC ANCHOR MN GLASS w 7 �I1 �Q SCHEDULE FOR MAX SEPAPATICIN Q p 2 13 I I;� SPACING PEP TABLE 13 Jq Nw Z^ THREE 3/16"0 ALVII ° •' _� z qt POP RIVE TS OR ---- I GLASS WW u''w"ez0 THREE 4112 SMS.TYP `17 - OR POOR I` q 3/16"0 ALUM PUP �\ i w F �I In, _ 17 RIVET OR 4112 SMS .1 a w u 100 TABLE A TCC3) @ 19 o C Il YP) \ ---'- f/N97£- 5 6 LIN 6 )0 R PRESSURE VS ALL�/OgWABLE LENGTH MAY IISE MALE OR - I-L PSF 2 fx2" 3 No x/08" "FEMALE LOCK-SLAT 9 130' IBB' �'�) ALTERNATE THRU BOLT I I/4"'MAX FROM FIN 62 _ r-\ CS CONNECTION PIPE Cl CONNECTION 1YPE V -..-_ __ GUIDE 70 BVSH!NG � 73 -- 134' 179' Ct3) TYPICAL CORNER CLOSURE DETAILS REFERENCE.ANCHOR REFERENCE ANCHOR \ WASHER IT YP A 1 m1°g -R 119' 172' Nis SCHEDULE FOR MAX SCHEDULE FOR MAX `�� -(� SPACING P 93 114" 165' •\\--411L x3/4"SI IS(31 9•'J C F� o 1112 110" 160' - --- j ANGLE TO TUBE CONNECTION a� a �cupn 120 ld" 14T - 2"r 2"x 115" pv TABLE B(cc4) FXISTING HOST EMBED 6063-T6 ALUM TUBE 9T _ ._.-.____..._-____. STRUCTURE Zm.m - ------89" 114' PRESSUREVS ALLOWABLE LEN('iH C5 CONNECTION TYPE c a 2'x2KXI/r 3'x3'xl/8" EDGE DISTANCE - REFERENCE ANCHOR p PSF WLTH 0 WITH 810 SCHEDULF FOR MAX `W SPACING62 113" U�p -FASTEMER(W 18"OC -- 3 S - 72 1BT 1ST"— Cb ALIERNATE BUILD OUT MOUN1 SECTION (USE ANY ANCHOR SHOWN 4 92 101" 14Y IN ANCHOR SCHEDULE) SCALE 3"=1'-0' v 92 95' 139' 103 90' 132- f0lP-E.NTATION $ 120 63' 13Y b - 150 74^ 109" %3/16 RIVET OR 4112 SMS 63-76(ol 18"0 C. OR 1/ .2Q__ UBE TYP N IEPARATIrf, 3 = Z GL NT$BOLT(TYP) \x-7 3/16".ALUM POPCPER ZABLErlAI.UM. TUDE RIVET OR 111< SFISzn n ORASS DOOR60ti3-16 ALLO@ 18"OC (TYP) Q wwSEE TABI E B FOR SIZE \ x 1/B" u FASTENERS INUOUSg EACH ANGLE UM ANGLE1".2'x 093'"6063-T6 AL ANGLE INSIDE _ (3 1ALUM ANGLETYP TIIREE 3/16'0 ALUM ATION TYP (17� o POP RIVETS OR 5 6 17 _ THREE NII SMS.TYP o I" 2" •\• 4 CONNECT1011 TYPE Qg OR 2". 2"r'I/8" .-_ _ _ _ `\'�\ \ DDE 1. REfERE Nf E ANCHOk "/ ° ALUM ANGLE - \\'•V SCHEDULE FOR MAX -- USE MALE OR FEMALE SPACING _ WPRtlpRiRN1(L6B4WIBO PE LOCK-SL Al 13 15LOCKrOR WOODEFRAMING 15-2339 13 sw.61 - (OUTSIDE) EE INSIDE SILL MOUNT SECTION H11 x 1/2"GALVANIZED SCALE 3"= V-U" OR S S SMS,3/16"R•ALUM CCC TYPICAL CORNER CLOSURE DF.TA(LS PDP PNET OR 1/4-10 SIDE CLOSURE OPTIONS 11 NIS I-IAL NE BOLT&NUT SCALE 3"•V-0' (a 1e••J c 2 FRANK L.BERNARDO,P.E. / 659 C5 CONNECTION TYPE REFERENCE ANCHOR STRUCTURE SCHEDULE FOR MAX STRUCTUU RE O j tt SPACING 1 GLASS ¢"'- GLASS w C1 CONNECT TYPE S"MAX -1/4-20 MACHINE gOI�QQ.� '\• •Q OR DOOR - 1tl . OR UUUR__.___ re w 19-� W/NUT(�t2..0 C C3T2 JJ:; NO r o REFERENCE ANCHOR r;' r u+ _ SCHEDULE FOR MAY. It 14 SMS 9 6"O C _ 74m1 13 7Nl O"a SPACING - 1/2" Ii YP 70P!<BOTiBF17 Z- MN HN 13 VI N N GLASS N Z N 1/4 -20 THRU BRL1 W/ GI.ASS X m q11. x W2"SMS 12"O C EPARATI k 2 Z r w t' PARAlllll `L=K G PER w Q 0 �'h�'•. `� uiM ^ LOLK NUT Ctif 12'"O C OR F.N w r UR 3/I6"0 ALUM POP Z.� N '�R�OR/ ( u 12 x 1/2'SMS 12"0 C E.5 PER L7 r 7AdL'_2 E a p OR h-J CABLE 7. wr RIVETS CA 6"OC OR 1/1-"0 v, _ OR 31 t6"4.ALUM POP 7 ALUM POP RIVETS CA 12 OC - -- a RIVETS CEI 6' 0.0 E.S Ji A-� R 1/L"a!ALUM POP RIVETS / 1A C"ANU ID 2.,,4 _ 'HN GLASS w Q (d 12"U C E.5 ---- --- —. I ASSEMBLY �� 1:L"MAX FROM PIN SEPAPATIjfJ i3 r p 7 Q4 pt m Z ___ -1/2"TYP PER TABLE2 r Lnww ZX A�' w \ / I14"MAGI.FROM PPJ GUIU O BUSHING U AND 10 _ GUIDE TO BUSHING o WASHER IT fP) p= 1-w WW O,y w WASHER IT IPI / GLASS 0 ICI Z ASSEMBLY— m �' ppp ____ ___ N Om 3_ t/2" I/2"TYP EXISTING CONCRETE, w / 3 CONNECTION TYPE OR DOOR--II c ; ��lB / /7 / u _ Wi Y BLOCK OR W000 FRAMING RFFERENCE ANCHOR --^'--- a Z a a r In w A x w EDGE SCHEDULE FOR MAX E o a O W w -C4 CC*jNECTICNJ TYPE OIS7 / SPACING n "EDGE REFERENCE ANCHOR $C HEDULE FIYR MAK DIST SPACING 1 AS SHOWN i7 r 2-C3 CONNECTION TYPE IN DIAGRAM ON PG 9 p ./ (COR()Y �- 14-�J REFERENCE ANCHOR EXISTING CONCRETE. Ij-11 SCHF OI IIF FOR MAX. gL OCY,UR WOOD 1'R AI1IIJU �Z„ V 1/4"MAX FROM PIN SPACING ALT FASTENER C1 CONNECTICN TYPE GUIDE T0BUSHINU ��i A17 LOCATION FRONT AND /� REFERENCE AIJCFIOR 1/ WASHER ITYP 1 N F \ 1/4"MAX FROM BACK ANCHORS NOT RE0'D (a)INSIDE MOUNT SEI:ZION SC HEUULE FUR MAY. / -� PIN GUIDE TO WITH THIS LOCATION SCALE 3"=1 0" SPACING a� - BUSHING WASHER / / 5 CONNECTION TYPE r CA)INSIDE MOUNT SECTION REFERENCE ANCHOR 0yPISCALE 3":1-0" SCHEDULE FOR MAX EYIS TIN�i CONCRETE. SPACING BLOCK OR WOOD FRAMIP EMBED �zm La)BUILD OUT MOUNT SECTION g c YP BOT 10M] Ex15 TING CONCRETE, SCALE 3"=1'-0" Q BLOCK OR WOOD FRAMING 1• � p ' T /—STRUCTU RE NOTE FOR DETAILS A.B.D.AND E ON THIS SHEET. EDGE DISEMBED—l;4 CJHNECIIUN TYPE EXISTING THE BASE TRACK MAV BE INSTALLED IN SECTIONS REFERENCE ANCHOR �C5 CONNECTION TYPE `p A MINjIjtJ GAPS,O,SETS ED THAT EACH SECTION HAS c' SCHEDULE FOR MAX #� ,, Y RE FEPENCF ANCHOR A MIN1Ml1M OF TWO SET$OF ANCHORS AND I$A m SPACING / SCHFULILE FOR MAX FL� a MIMRIUM OF 12"LOWG.THE SILL OR CEIL IFIG TRACK SPACING S USED WITH THE BASF TRACK MUST BE CONTINUOUS 3 15 OVER THE GAPS BETWEEN SECTIONS. 1/2.. (I�C.tRU Ix GLASSOR DOORGLASS (, ,$N 12 r 1/2"SMS Cul 12" 'FPARA11 = Zz•� 8Il: O.0 OR 3/160 ALUM PER N O V1n PUP RIVETS Co"16O( TA13LE2 OGLASi ��� �rO^ OR 1/4"0 ALUM POP X rY 4 DOOR---I(E . =r z"m £ip E MN GLASS , ) N=0 Viu1� RIVETS(0112"0 \ E u�N P'EER 9�1 X j00 Z r �B�Si@& 9 SEPARATIOI! _ _ _ 4 -- i o PER N.F.2 - Q Jp.1 <7)AND CB) I E R Q A 1/4-20 S S MA CHINO X p 1,4'MAX FROM PIN ;Q B A SCREW&NUT - E IN ASSEMBLY 1/2" GUIDE TO BUSHING b 12"OC UTIP WASHED I7 YP) $ GLASS V r e 1C! --- W _ O m 1/4"MAX FROM PIIJ OR DOUR jII M10 FROM PIM m /.� w O m '4 C(NJMECUUN TYPE t/2" GUIDE 10 BUSHtWIJ -o �•g e GUIDE 1 u OUSHIIJG / U 1 9B WASHER ITYP 1 EDGE REFERENCE ANCHOR / \ WASHER ITYP) SCHEDULE OR MAX EXISCOPIPopRFP}N(LfB14MJF .E T ING CONCRETE, 0151. E SPACING AS SHOWN -#�` \-G2 CIxJNEGTICNJ TYPE BLOCK OR WCOD E:USTIIJG COWCRETE, iS-Z339 FRAMING 4 CONNECTICN TYPE IIJ DIAGRAM ON PG 9 REFERENCE ANLIIUR OR ' - BL'?C"K OR WOOD FRAMING' / REFERENCE ANCHOR SCHEDULE FOR 14AX WALE, / / SCHEDULE FOR MAX SPACING RACKDeKaumoN: x 3' a 1/1.CONT / �: - - '3 CONNEC110N 1YPE 012 x 1/2"S14S @I 12" //' SPAUIJG ALT FASTENER EXISTING CONCRETE. R 063-T6 ALUM.ANGLE ,• REF-EAE NCk.ANCHOR O C OR 3/161 ALUM / _ SCI ICOULE FOR 14A% ,—J/ LOC A710N FI20N7 AND P.1.0(h OR WOOD FRAMIIJG 4AY BF REVERSED G. POP RIVETS A 6"OC BACK ANCHORS NOT REWL, S SHOWN DA5MEU) SPAEIFJG OR 1/4-0 ALUM POP WITH THIS I.Of A'FION ^� RIVETS(�17"O C. �� F I(UJ WALL MUM01-111 T SECTION CEILING INSIDE MOUNT SECTION -/ ��I WAL.L/BUILD OU ION r SCALE 3 1'-0" SCALE.3 SCALE:3": i U" 0 •v NN L lENNM00,P.E. MIJ GLASS 1111 g;a9 .. GLASS SEPARATION Z.� OR DOOR PER TABLE 2 13 c / ;♦ �w LI --GLASS OR � ,• � Q i DOOR No P 4GLASS OR MN GLASS .r^.. _ / DOOR :•O 7F- �� SEPARATION rrt�1 N ! X w PER TABLE 2 J ' I 3_H F SEPARATION R I-Z W 'I/" ••, STAPER TABLE' wH Q CO �n I w.DF 117-u ? Hzwull IVj U X maw ,3 zov (�ll _ - - 12" 1 F ° C1 CONNECTION TYPE y J a 7 u'^ Z a m c LITI, MAXFRAM PIIJ GUIDE REFERENCk ANf--"HDR FWW oN 9.-.BUSHING W ASHER I T Y P 1 ----. - v SCHEDULE FUR MAX a ��W x9z TWO 1/4"0 WOUO 250_ SPACING ✓ ��W AFI I1 LAG SCREWS L�2L" In E -C4 CONNECIIUN TYPE (- l 251)' I rT 0C MAX WITH 2" REFERENCE ANCHOR `' .I - `i/ � ID THREADED PENETRATION i SCHEDULE FUR MAX �\ �O "T"INTO CENTER OF 2X STUDS w SPACING /� /�e� --hey) EMB "T• 14 SMS Iii MIDSPAN BETWEEN STUDS FOR TRACH TO 1"x 4" / T FLY WOOD R TUBE CONNECTION /• EYlSTING HUS. STRUCTURE 7//[- n STUCCO FIIJISH'� 1"x 4"x125" 6063-T6 ALUM TUBE. In w " N DEWRAIIVE FLOOR TRACK. DETAIL (r11WALL MOUNTSIL D3"'=3"'=V- L UEIAIL W?jr ETAIL i0 BE USED WHEN STUD SPACING 3"' NG SCALE =1'-0" SCALE 3" 1'-U" ��� [E XCTHIS ESE THE MAX.ALLOWABLE ANCHOR SPACING = n rL S` o (G WALL MOUNT SECTION THIS DETAIL MAY SCALE-3"=T-0" ALSO BE USED Z'o m fi g AT TOP F zo, E �r1�1 E 3 g ACCORDION SHUTTER a PER PRODUCT APPROVAL F v -GLASS W o m a� IAN GLASS OR DOOR SEPARATION M " PER TABLE i `� = x EXISTING WOOD I13=0 421 r t APPLICABLE AT TOP - z TRUSS OR RAFTER ►�* =BOTTOM X u X R (d 24"MAX O.0 1-1/2'l-1/2" 111 TT, n —�. 2"OR 3' 'n E m EXISTING FINISH I I I MATERIAL � r 1/2'MIN. P'"Y. /�5 (6) FS r• 1/4"rIAX FROM PIN GUIDE 2"x S'x 1/8`6063-T6 _ W '(—* TO BUSHING WASHER ITYP 1 ALUM AIJGLE W/ THREE 2"x 3"x S'"x C0NTINVOUS OR - - , _ --2.175" �-1 I -� _-� B �3.� fi -1/4"TILE ITYP I 1/4'•m WOOD LAG 2'x2"x!."xCONTINUOUS 1" FINISH MATERIAI. SCREWS WITH 2-3/4' 6061-T6 ALUMINUM ANGLE _ - '� I IIIJIMUM THREADED J3/4"PLYWOOD PENETR "T•'"'WOOD L S 0.9"MIN.THICK 6061-76 ALUM TRACK a, 1/4"C A325 GRADE THP.0 BOLI (m 7"U C EACM RAFTER.OF TRUSS i' 9 o ANGLE FASTENED TO ' / .. .. L 24"O.0 MAX WHERE 1� � FASTENED TO ANGLE WITH 1/4-20 � � OR 5/t6`m A325 GRADE THRU BOLT r71 12"O C I I MACHINE SCREWS AT 3'FROM ENDS GALV UR 55 ANGLE EXTENDS BE-OND EXISTING 3 KSI CONCRETE '" i AND 9'O.C.FOR THE BALANCE LAST TRUSS 11ORE THAN- '0 HAN- e HOST STRUCTURE WITH� EN B - 1/4-0 ELCO ULTRAC ON TO CONE REIF/CMU J' 3i"O ELCO ULTRACONS AT 6", EXTEND ANGLE TO W EXISTING CONCRETE HOST 5"0 C W/t-1/4"MIN.Et16 3'FROM ENDS AND 4"O.C. 2-1/2-MIN. STRUCTURE(3000 PSI MIN) UR1/4"m LAG SCREW IN 9"OC.W/1-7/8' NEXT TRUSS. ww 9Bp FOR BALANCE WITH 13'. / rBN EMB IN WOOD SG-0 4 2 T0055 7 Jim fig!; MIN EMBEDMENT AND 21i" MAX•DESIG LOAD AT 5'-0"MAX SPAN: vl_i t62 P.S.F. EXISTINGCONCREIE, MIN EDGE DISTANCE, HOLLOW BLOCK OP. ODP/NpR11VJMLlBNN,UDPE STAGGERED WITH 3'MIN. MAX.DESIGN LOAD AT 6'-0'MAX SPAN: WOOD FRAMING SEF. 2"r S".1/8"CONT a w 1 h 15-2339 SPACING,TYP. t 52 P.S.F.__ ANCHOR SCHEO ALUM ANGLE 16063-T6) (u\ BUILDOUT MOUNT BASED ON 1YPE OF - z J,�vr scud - / STRUCTURE a PAGN Df1/CRR10111 SCALE NTS IMAM DESIGN LUAfJ x 72 P 5 F) -�--- L - r1 PASS THRU DET AILa IryOJ SCALE 3•'=V-0" TRUSS MOUNT SECTION yy @ �J SCALE 3"=1'-0" ^ FRAfIK L B�!�R00.P.E. EXISTING HOST ALT.LEG DIRECTION 10W16S STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN e 8 ROUND WINDOW EMBED 1N CONCRETE OR HOLLOW BLOCK,3"MINIMUM 12"MIN FROM EDGE OF ACCORDION 1/2" _-SPACING,AND 3"MINIMUM EDGE DISTANCE ? 1 EDGE OF SHUTTER, -Jr SHUTTER BLADES ASSEMBLY �7A ,% 2)6063-T6 TOP OR BOTTOM ANGLES PER ANGLES END,SIZE4 PER SPAN TUBE SCHEDULE 6549 O- - EMBED. _ SPAN TUBE PER - - t�t�5 r ACCESS HOLE � DESIGN SCHEDULE - `EDGE OF ACCORDION i z % 1/4-20 MACHINE BOLT W/NUT Q �0,�•.. �[ Ifw M' ` --�SHUTTER BLADES 12"O.0 OR!14 z 3/4"SMS 6"O.C. 3.5"MIN, i 17t Sw J'f �$ - - - _ n �(�' I SSS 1'S TYPICAL _ -- - ---- - - 1/2"MAX. 3"MIN (SI6 I1S-m =�flLl >QVQ� EDGE (3X7 2=F tJ� �QW 2.875"0 HOLE(TO RECEIVE DISTANCE MIN.GLASS 13 0 L m z ROUND WINDOW ASSEMBLY) aC Z 0 ry O w n EXISTING Q SEPARATION O p W W MAXIMUM OF 3 WINDOWS p p Ou'"w z PER EVERY OTHER BLADE GLASS OR ly rL _ DOOR- N$3 U3i�dx= 3"MINVW / ow w LIGHT-N-VIEW WINDOW = o EDGE uz"MAX `�< ;0 EXTERIOR ELEV DISTANCE - - vi w R 8 v=i$ 5 G �1 -_- Zw� LFS I v� E 0 0 i L7 3 16 t/t" fROM PIN GUIDE n 'ry W 6 / 10 BUS11IN4 WASHLR I I YP 1 ACCESS '1/4-20 MACHINE BOLT W/NUT0 LL to 1/2' HOLE 12'O.0 OR!14 x 3/4'SMS 6"O.C. rn A 2.875'0 HOLE TO �_ _ �_�- `SPAN TUBE PER �w v RECEIVE ROUND EMBED. - Y DESIGN SCHEDULE WINDOW ASSEMBLY I ` ¢ 1/2"�\ -'-(2)6063-T6 ALUMINUM ~a f'MAX. �`\ ANGLES PER BEAM END,SIZE EXISTING PER SPAN TUBE SCHEDULE I�wi p s HOST 14'0 THRU BOLTS SEE BEAM 2:m STRUCTURE V x EDULE FOR REQUIRED NUMBERS ` �' '------j \ 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN p EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM SPACING,AND 3'MINIMUM EDGE DISTAPICE ,".w(9' 0 0.125" {{{0.125" 0.032" 0.032" 1 MAX.DESIGN LOAD-t 72 PSF_] g S I a 3 SPAN TUBE SECTION 0.196" /� 8 N.T.S. VERT SECTION w SPAN TUBE SCHEDULE NUBER OF 'ALLOWABLE TUBE NUMBER OF gNCFIORS PER M9JIMLA4 ANGLE TUBE SHUTTER SPAN THROSOLTS LENGTH 8 I SIZE SPAN ANGLE $ I z� ROUND ___ - -. '� 1 rE S WINDOW TOP I BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM 1 `vt ASSEMBLY- TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE / n 60" 123.8' 136.7 2 2 2 3 4" _7" 31 2761 98" 101.7 1D6.w 2 2 3 3 T�- T a 0.126 ' 123' 88.8• 91.4" 2 2 3 3 T T /�- 60" 128.1" 157.0' 2 2 2 3 4' T 02'x162 98' _114.8" '_124.1'. _..2..... 2 3 3._ 7" I T 123• 102.8" 109.8' 2 2 -..4 4 __10" IV E4p 60^ 138.0^ 196.9^ 2 2 3 2k6'x - 96" 122.7 175.7 2 2 _9 1 7^ 10"-- y 02.875' 03.250" i I 0.126• y ' 60" 158.1" 240.0^ 2 2 3 4 TT 7C pa 140.0•' 228.9" 2 3 1 e 10" �.._ 76" RAN 123" 132.7 203.1" 3 4 5 7 I 1T { 1P !� LIGHT-N-VIEW WINDOW i 0DFyFRRRW"L89HVIWP.E Z'7 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB -�%� SPAN TUBE SCHEDULE NOTES: ' ANGLES FOR 2"x5"&2'x6"BEAMS. 15-2339 2. USE 2"x5"xl/4"ANGLES FOR 2"x8"&2"x10•BEAMS. eatrt - _ 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PAGE DEWPUPTIO"t 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER B A COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE TT ERS S TO TOP BEAM SPANS. 2 BLADE W/ ROUND WINDOW S. SPAN TUBES MAY BE USED 1N A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 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 8 N.1.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.6. LAP BEAMS ARE NOT ALLOWED. O 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. NNARDO,B L.L NR FR ANCHOR SCHEDULE: CONCRETE AEP.E. 111 1 r NN L.BE 2.5'MIN EDGE DISTANCE `� �.[.. , Scans UD To 6'-0" ins Up B'-3" -�- Spans UD To 12'-0" � Q`.•• CI�E41'�� G,G LOAD CONN TYPE CONN TYPE CONN TYPE Q _ ANCHOR (� C1 C2 C3 C4 CS C1 C2 C3 C4 C5 C1 C2 C3 C4 CS = �= NO PLO ` ' 1/4"ITW TAPCON OR ELCO 43 16.0"16.0"15.0"16.0''_16.0"16.0 16.0 9.0 33.0 16.0 16.0 9.5 5.5 8.5" 14.5" ULTPACON WITH 1-3/4' S3 16.0 16.0 30.5",14.5'I&W-16.0"12.0" 7.0" 10.5"16.0'•15.0" 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"15.01' 7.5" 4.5" 7.5 10.5" _ 70_16.0 13.0" 7.0 Ll.d'16.0 15.5 8.0" 5.0" 7.5" 11._5"15.0" 7,5" 4.5•' _7.5" 10.5" / 8 COf401NATIO14.O�••, STATE C. M $x„ 100 15.0" 7.5" 4.5" )_5 10.5"_15_0" 7.5" 4.5' 7.5" 10.5"15.0" 7.5" 4.5" 7.5" 10.5" 2 x 5 ITYP 1 (g)/ o)CCIMBINATI0f4 R•CO Q 1/4'MTLLENNM MIl1FAST 43_ 16.0"116.0"15.0"16.0"16.01'16.0"16.0" 9.0" 13.5"16.0"16.0" 8.5" 5.5" 9.0" 13.5" �/s •RIO LL w WITH 1-3/4"EMBED(7275ps1-53 16.0"16.0 I. 15.47 16.0"16.0"11.0" 7.0" 16.5"16.0"13.S' 7.0" 4.5" 7.5" 9.5" 0. MIN CONCRETE) 62 16.0"15.0 8.5" 13A"16.0"16.0" 8.5" 5.5" 9.0" 13.5 13.5" 7.0" 4.5" 7.5" 9.5" -- //11111 I I w>"J: I)_ 70 16.0"12.01' 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" _____ Z n Q LL LL _ ____ ___. _____ X 160 33.5"'iAl" 4_0 7 S LI5" 13.F 70' 4.5 7S" 9.5 13_5" 7 0" 4 5' 7.5- 9.5" 1/4'ELCO CRETEfLEX S54 43 16_0"ii.0"16.0''16 0 16 0"16 0 16 0"13.5'16.0"16.0"16.0"12.5" 8 O" 13 0 ICT a t,a1 ..._ - ,.S I T Y P I 2 x 5 T Y P I p N w W/2'EMBED(3350PSI MIN 53 16.0"16-OW 16.01'16.0"16.0"16.0"16.0"10.0"15.5'•16.0"16.0"10.0" 6.5" 31.0"14.0" W CONIC) 62 16.0"16.47'12.5"16.0" QT1T1tllT'1• 160"100"" 65' 110"16.00"16.01,112.S" 6.0"12.S"" 8.0" 13.0'•16_0" " ' A"14.0• 1070 16.0" 5"16:0"161.5• IS0"I_"10.0" 6.5" 11.0"140 3I 0LL: 146.0" . U 100 . 11.01'114.& i x iw 11.0"14.0"16.0"10.0' 6.5 11.0''14.47 w w 1'MIN EDGE DISTANCE _ NOTE "S'INDICATES ANCHOR SCHEDULE SPACING .y0 C1 C2 C3 C4 CS C1 C2 C3 C4 CS CI C2 C3 G4 CS , SPACING DIAGRAM SUR C� & C4 CONNECTION TYPE: 1/4"LTW TAPCON OR ELCO 43 16.0"116.0-1 7.5" 8.0" 16.0"16.0"116.0" 5.0" 5.5" 16.0"16.0" 9_0 3.0 4.0" 14.0" - C2 CONNECTION TYPE USING PIECE U) WITH OUTSIDE y ULTRACON WITH 1-3/4" 53 16.0"16.0" 5.5" 6.5" 16.0"16.0"12.0" 4_5" 16.0"14.5" 7.5" /' > 10.0" ANC HUPS ONL Y 4Y EMBED(3192P51 MIN CONC) 62 16.0"15.5'_4.5" S.S" 16.0"16.d' 9.0" 4.0" 14.5'14.5" 7.5" 10.0" - CA CONNECTION TYPE USING PIECE (1)WITH M $ Ft--me•.mmmen. 70 16.0"12.5" 4.0 5.0" 16.0'•15.0' 7.5" 7`11.0 14.5 7.5 /,�/�10.0 OUTSIDE ANCHORS ONLY 100 14.5 7.5 10.0"14.5' 7.5" 10.0"14.5" 7.S';- -' 10.01' y i1 1/4"MILLENIUM MILLFAST 43 16.0"16.0'11.0"13.5 16.0"16.0-'13.0" 6.5" 9.5" 16.6"13.0" 7.0 4.0-6.5" 10.5" yqj j WITH 1-3/4"EMBED(3275ps1_53_16.01 16.0 8.0".13.0 16.0 16.0 9.0" 5.0 7.5_' 16.0"10.5" 5:5" i' S.5"_ 7.5" ANCHOR NOTES: K MIN CONCRETE) 62 16.0'II.S" 6.0' 9 0 16.0"13.S" 7.0" 4.0" 6.5" 11.0"10.5" 5 5 5.5" 7.5" 70 16.0" 9 5 5.5" 8 0 16.0 tl S 5.5 5.5" 8 5 10.5" 5 5 5.5" 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING vl <n - ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPE LOADS MUST BE 5.3" 7.5" 10 5 5.5 5.5 7.5 10.5 5.5 S.5' 7.5 LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). FZZ qrl.4 Q FS 1-1/4"MIN EDGE DISTANCE 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, 'd 8R O 1/4-ALL-POINTS SOLID-SET ..... __ _.. .__..____-._ _._._ ....__.___ __.. .__..._.._. Z ANCH SS MACHINE SCREW 43 1C1 16.0' C3 1 C4 ICS Cl C2 C3 C4 CS Cl C2 C3 C4 CS N _m - u ANCHOR W/7/B'EMBED 6 Cl C2 AQNCHOR TYPE AND EDGE DISTANCE.$ELECT DESIGN LOAD GREATER THAN OR 8.5 10.5 16.0"16_5 12_0 5.5' 7.5 16.0 12.5 6.5" 3.0 5.0 10.0 THUAL AN T EQUAL ETIV SHUTTER SPAN.ON SHUTTER AND SELECT SPAN GREATER E p (3000D51 MIN CONC) _53_16.0"15.0" 16.0"16.0" 8.5" 4.0" 5.0" d 62 16.0" 7.0" 16.0"12.5 6.5" 3.5 5.0 10.0 10.0 5.0" 4.0" 7.0" RR 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 3 6 •�{� 70 16.0" 9.0 4.S' 10.5 5.5 3.0 4.0 8.0>_' 10.0 5.D" / 4.0 7.D" --' - 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE , -4�- c g s 100 10.0" 5.0•' 4.0" 7.0"110.0"15.0 4.0 7.0 10.0' S.0" .'' 4.0" 7.0' BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER a, S 1/4'ALL-POINTS SOLID-SEF ..... -. 3"MIN EDGE DISTANCE __ _ ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/8•EMBED A Cl C2 C3 C4 CS CI C2 C3 C4 C5 CI C2 C3 C4 C5 CONNECrnTION Tryl'PE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4-20 SS MACHINE SCREW 13 16.0"16.0-'116.01'16.0"16-(r;16.0"16.0"11_5"16.0"16.0 16.0'IIA" 7.0_' _11.0"16.0" Q t R (3000ps1 MIN CONC) 53 16.0"16.0"'13.F:16 0 16.0- 16 0'14.0" 8 5 13 S'16 0 16.0" 8 5 5.5 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE S' _5 62 16.0"16 0'10.5 16 0 16.0"I6 0 11.0" 7 0 11.0"16 O 16.0" 8.5 5.5" 9.5' 12.0"1ONLY. l �� •� 70 16.0"15.0"19.0" 14.0"16.0•'16.0" 9.0 6.0 10.0"113.0"116.0" 8.5'• 5.5 9.5 12.0 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 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 2.5/8'Min WGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER i/1'POWERS SS DROP-[N ___-___ - -- - - ,- - - FINISHES. W/1/4-20 SS BOLT AND C3 C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 C4 CS 1'EMBED(3DOOpsI MIN 43 1! "16:0'14.(r 116.0"116.0"1 16A)"14.0" 8.0 12.5"16.0"L4.0" 7.5" 5.0" B.0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS a 8 .-___,_____ _ _. Ff CONIC) 53 16.0"16.0"x_9.6" 14.0"16_0 16.0 9.5 6.0_' 10_.0 36.0 11_5 6:0" 4.0 7.0 9.0 VARY.FIELD VERIFY THAT Fff 22 16.0"12.5" 7.5 12.0"16.0 1�.5 7.5 S.0" 8.5" 11.5 11.5 6.0" 4.0 7.0" 8.0 MEMBERS,NOT PLYWOOD.FASTENING TO PLYWOOD ACCEPTABLE ONLY FOR 6 @ ' 70 1.6.0 10.0" 6.5 10.5 16.0 12.0- 6.0 4.0" 7.5" 9.0" 11.5" 6.0" 4.0" 7.0" B.0" SIDE CLOSURE PIECES. g q al q 100 11.5" 6.0" 4.0" 7.0" 8.0" 13.5 6.0 4.0 7.0" B.0" 11.5" 6.0" 4.0 7.0 8.0'• S. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER }I/2"MIN EDGE DIS"18.0 SHALL BE LOCATED IN CENTER OF NOMINAL 2"><4'(MIN.))WOOD STUD.3/4• 9 l/4'POWERS S5 DROP-IN TE-76"T .- -- ---- -- -- DISTANCE T A N WOOD FRAMING". LIG SCREWS SHALL EDGE DISTANCE I$ACCEPTABLE FOR q W/1/4-20 SS BOLT AND Cl C2 C3 C4 CS CI C2 C3 G CS C1 C2 C3 GI CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. a t"EMBED(3000ps1 MIN !13 16.0"16.0"15.0"16.0"16.- 16.0 14.5 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 a CONC) 53 16.0 16.0"IDS'15.0"16_0"16.0"10.0 8.5 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 1j 62 16.0''13 01' 8 0" 12 5 16.0"IS 0 9.0" 12 0"12.0" 6.0" 4.0" 7.S" B.S' HEAD(SIDEWALK BOLT),U.O.N. I 70 16.0"10 S 7 0" 11 0 16.0"12 5 8 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.12.0' 6 0' 4.0" 7.5 8.5" 12 0 6.0" 4.0 7.5" 8.5 12,0" 6 0' 1.0" 7 5' 8.5" tp I _ 2•MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, _ L d x 12 SMS W/2'EYEWALI CI C2 _C3 C4 CS C1 _C2 C3 I C4 I CS I C1 I C2 C3 I C4 I CS NUT OR WASHER WINGNUT. OOMRMYRFALIORRMORE ARMOR INSERT W/2"EMBED 43 16.0"16.0"11.5 14.0"16.0 36.0"16.0- 7.5 10.0 16.0"16.D" 9.0" 4.5• 6.5" 13.5' Il. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15_2330 (2000psI MIN CONC) 53 16.0 116.0 B.5" 11.0"16.0- 16.0 11.5 S.5" 8.0 16.0 14.0" 7.0" 3.5 5.5" 10.0' - ---- -- ---- -- - 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO scwlt, Sw 62 16.0"15.0"7.0" 9.5" 16.0"16.0" 9.0" 4.5" 6.5" 14.0"14.0' 7.0" 3.5" S.5" 10.0 DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL PMN O[fGIPTION, 70 16.-.1 0" 6.0" 8.0" 16.0'14.5" 7.S' 4.0" 6.0" 10.5 14.0" 7:0_' I.5 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK '- j Z 100.j;j4t0" 7.0" 3.5" 5.5" 10.0'•14.0•' 7.0" 3.5 S.S' 10.0"14.6" 7.0" 3.5" 5.5" 10.0"s12 SMS W/2.75'EYEWALL43 16.0'16 0 16.0"16.0'16.0"10.0"14.0"16 0 16.0"11 6 6 095160"ARMOR INSERT W/25 53 12.0'16 0 16.0"16.0"15.0" 7.5" 11.0"16 0 36.0" 9 0 5 0EMBED(200Dpsl MIN CONC) 62 9.5" 13.5"16.0-'16.0"_11.5" 6_5" 9.5 16.0"I6.D" 9.0" 5.0' 8.0" 13.0" �1% 70 8.0 31.5 16.0"16.0" 9_5" 5.5 8.5" 14.0"16.0" 9.0_ 5.0 .0" \�!)100 16.0 9.0 .5.0" B.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0" FRANK L.BENNARDO,P.E. ,\%1111II,, OPEOWS49 ANCHOR SCHEDULE: CONCRETE (CONT.) \ B _ uGENgE !f 2-3/16'MM EDGE DISTANCE 3-1/8'MIN EDGE DISTANCE f 00 L 5 ans Up To 6_-0' Spans UD To 8'-3" Spans UD To 12'-d' S ane To 6'• SDaM UD TO 8'-3" Spans Uo To 12'-0" �• No PE0046549 r LOAD CONN TYPE - CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE _ i ANCHOR (psi Cl C2 C3 U CS Cl Q p C4 I CS Cl I C2 I C3 I U CS Cl C2 I C3 G CS Cl 1 C2 C3 U CS C1 Q C3 I C4 CS - 5/16'ITW TAPCON XL WITH 43 16.0"116.0'16.0"16.91'16.0"16.0"16.0"12:0"16.0 16.0"16.0"11:0" 7.0" 12.0"16.0"16:0"16.0"16.0"16.0"16.0"I6.o"I16.0"'12.5"16.0_16.0 16.0"•11.5" 7.5" 12.0"16.0" _•U'. _ ON 1-3/4'EMBED(2899psl MIN 53 16.0"1160 14.0"160"160'160 115" 9_0 140 L60"169" 9.0 60 10.0"12.5"16.0"160"14.5"1160"160' 160 150" 90 14S'160 16d 9.5" 6.0" 10.5"13.0" %� STATE ~� CONCJ 62 16 0"16 0_i].5"16 0 16 0'16.0"11.5 7 5_ 12.0 16.0 16:0 9.0 6 0_1 10 d 12.5 16.0 16 0 11.5.116 0 16.0' 16 0 11.5" 7 5 12.0'16 0 16.0' 9.5" 6.0" 10 5 13 0" :�i(\ OF a In _ 70 16.0"15:5'_ 9.5" 15_0"36.d'16.0" 9_5" 6.0" 10.5'13.5']8.0^ 9.0_ 6.0"IS0_0"12.5"16.0'16_0"%100 150 18.0' 16.0"100" 6.5 10.5"14.0 16.0' 9.5" 6:0" 10.51 13.0" ��s'••F<ORIOP,••'G\ (n u N 100 16.0" 9.0" 6.0" 10.0"12.5"16.0" 9.0" 6.0' 10.0'12.5"16.0" 9.U" 6.0" 10.0"12.5 16.0 9.5 6.0 10.5'13.0' 1fi.91 9.5" 6.0" 10.5'13.0"16.d'9.5" 6.0" 10.5 13.0" /7 ts/ a -- 5/16'ELCO ULTRACON WITH 43 16.d'16.0"16.0"16.0"16.0"16.0'16.0"13.5'16.0 16.0"16.0"12.0" 8.0" 13.5"16.0"16.0"16_0"16.0'`6.0"16.0"16.01-116.01-115.D"16.0"116.(Y'16.0"13.0" 9.0" 15.0"16.0" X77,ONAL%E•\\ 1-3/4`EMBED(3500ps1 MIN 53 16.0'116.0'16.0^16.0"16.0"16.0"15.5"10.0'16:0"16.0'16.0' 9.5" 6.5" 11.5"13.5'16.0"16.0"16.0"�ifi.0;16_0"16.91'16.0'11.0"16_d'16.0"16.d'I10.5' 7.5" 12.5"15.0" Z j U _ ..________ __ - a CONC) 62 16.0"�16.D 12.5 160"16.0"160"120 80 140"160 160' 9.5 85" 11.5 135 16.0"180 14D 16.0 16.0 160 33.5" 90_ 15.0"160 160 r105 75" 125 15.0' a w O --� 70. 16.91' 16.0"16.0"16 91'10.0" 7.0" 12.0"!1 5 16 0" 9.5 6.5" 11.5"13_5`16.0'i 16.0"11.5`16.0"16.0"16 91'-11.0" 7 S' 13.0"16 0"16 0"i 10 5" 7.5" 12 5"15.0' Z o t m z z 100 6.5^ 11.S"13.5"16.0' 9 5 6 5 ]3 5'13 5 16.0" 9.5 6.5" 11.5"13.5"16.0"10.5' 7.5' 12.5'15.0"16.0"10.5" 7.5" 12.5"15.0"16.0' 10.5' 7.5" 12.5"15.0' W W o ti O w(y 1/4'304 SS P.0WERS TAPPER 1 1/2 MIN EDGE DISTANCE _ _ _ 3"MIM EDGE DISTANCE _ WIN W/1.3/4"EMED(3000pD Cl Q p U CS Cl C2 p C4 r CS CL C2 p G p Cl Q p G CS Cl C2 p U CS Cl I Q p U CS I u)K a x w MIN coNC) 43 16.0"_14.5" 6.5" 8.5"116.0"112.5";7.0" 4.0' 6.0' 12.5" 7.0" 3.5" ' 4.0" S.5" 16.d'16.0"13.5"'16.0"16.0"16.d'_14.0" B.0" 12.0"16.0"14.5" 7.5" 4.5" 8.0" 11.5" tu p 53 14.0" 8.5" 4.5" 6.5" 14.d' 9.d' 4.5" 16.0"16.0" 9.3" 13.5"16.0"16.0" 9.5" 6.D" 9.5" 16.0"12.0" 6.0" 4.0" 6.5"18.5" '!jl�l� w '" N 62 11.5" 8.5" 3.5" 5.5" 12.0" 7.0" 3.5" � 4.0" 6.0" 6.0" 3.0" 3.0" 4.0" 16.0"19A" 7.5" 31.0"16.0"14.5' 7.5"T5.0" 8.0" 12.0"12.0" 6.0" 1.0" 6.5 B.S" Ijj1/ �O _ __ _._ 70 9.5"_ 5.0" 3.0' S.0" 10.0" 6:0" 3.0" ;i 3.5" 4.5" 6.0" 3.0" }' _3_0_�.0" 16.D"10.5' 6S" 10_0"16.0'12.5" 6S" �:0" 7.0_ 9.0" 12.0" 6.0" 4.0" 100 6.9" 3.0" 3.0" 4.0" 6.0" 3.0" :r 3.0" 4.0" 6.0" 3.0" ! 3.0" 4.0" 12.M 60' _4.0" 6S' 8.5" 12d' 6.0'• 4.0" 6.5" 8.5" 12.0" 6.0" I.0" 6.5" B.5" ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK ...P MIN EDGE DISTANCE... 2.1/2"MIN EDGE DISTANCE .. .. .._. _. _. _. _ _ .. _. w{�8 Spens Up TO 6_0" Spens UD TO 8'-3" Spens UD TO 12'-0" moans Up TO S�anb Up 70 8;3" Spans UD TO 12'-0" LOM CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE r a $ ANCHOR (Psr) Cl C2 C3 C4 I CS Cl Q C3 C4 CS Cl C2 C3 C4 C5 Cl I C2 C3 I G CS Cl C2 I C3 I C4 I CS Cl C2 p G CS y~i u 1/4'ITW TAPCON WITH 43 8.5" 7.0" 3.5' 8.5" 6.0" 3.5" -': '•' 6.0" 3.5" %/ 11.5"110.0" 5.0" 6.5" 11.5" 8.5" 4.5" 3.0" 4.5" 8.5" 4.5" 3.0" 4.0" ���•p O 1.1/4•EMBED 53 7 0" 4.0" 7.0" 4 5 1.5 9.S' 6.0" 3.5 5.0 9.5 6.0" $tt 52 SS 30 60 35 1 ! 80" 4.0" r _4S' 8.0" 50 30 10 40 ;m ray� 70 4 5 i.0; 3.0- r r" j r r 65 3.5' ,, 3.5" 6.5" 4.0" /j 3.W' 4.0'** © 3 r oo a /� �/// % ~ %/ / y 4 0^ l%�!% //J�/O/i 4 9 . ./ // qo• i �,j 1/4"ELCO ULTRACON WITH 13_13 0"10 5• 6.5" 13.0" 9 D 4, 9.0_ 'r 13.0'10.5" 6.0* 13.0" 9 0" 5.0" 3.0" 1-1/4'EMBED 53 10.5" 6.5 10.5" 6.5' i'' 6.5" -10.5" 6.5" 3.5"15.0" 10.5" 6.5" 3.5" 3.5" 6.5" 4.0" 3.0" $ 62 8.5" 9.0" ./• .' 8.5" 4.5" 1.0" 9.0" 5.0" .. 4.0" 4.0" •:/ 3.0". Q o _ 70 7.0" " "% 7.5" / �N ^ 4v9 , r 7.0 3 5 7.5" 7.S" 4.5". ' 3.0" 4.0" / ji 3 0" m a 100 7 % r q / 4.0 / 3.0" 4.0" i 3.0" 4.0" ' r 3.0" N 1/4"MILLENIUM MILLFAST 13 12 S'10 S' 4.0" 5 0 12.5"" 0 5.0" / 9.0 5 0 4 0 13.5 11 5 5 5" 7.5' 13.5'10.91' S.5" r 5 0" 10.0" S.5" 4.5" w R 333 ANCHOR W/1-1/4"EMBED S3 10 0' 6 0 /r 4 0 10 0" 11.0 SS" 11._91' 7.0" / 4 0" 7.66 4 5" / r 62 8 0' 4.5" v -B_5" 5 0 1.0" 4 O" r�j, 9.0" 5.0" :� 5.011 9.5" S. / 4 5" 4.5 //'- f`^'a•a�Jl 5 FF 7.0" 4.0 " i. 'r 1 0" / ,,/ /, 7.5" 4.0" 4.0' 0 8 ' 4.S"100 4.0" 4.0�. r ! 1.0 ..Y i.., ,// 4.S' •. u -1 4 MIN DGE D T E 2•MIN EDGE DISTANCE _ u ; 1/4'ALL-POINTS SOLID-SET -- ANCHOR W/7/8'EMBED B Cl Q C3 C4 I CS I Cl I C2_1 C3 I C4 I CS I Cl I C2 I C3 C4 C5 Cl C2 C3 C4 I CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS 1/4-20 SS MACHINE SCREW 43 15.0"13.0` 5.0" 6.0" 1S:D"1I.d' 6.0" 3.0" 1.0" 11.0" 6.0" 3.0" S.d' 16.0"16.0" 8.5" 30.0"16.0"16.0"10.5" S.0" 7.0" 16.0"11.0" 5.5" 3.0" 4.S" 8.5" 75 35" 45 125' BO 40 ,.' 3.5"j8.0" S.0" 3.5" 16.0 130 60" 80 16.0' 140 75' 40 SS' 13S 90" 15 40 165 b Eff 62 100' S5 /i' 40 105' 65 30' % S.0" 5.0" � 3S' 16.0 9550'_ 85 160' 1191 SS' 3D 45" 90" 90' 45' % 40 •�.� 70 8.5" 4.5 3.5" 9.0" 55_ './ y' %' 1.0" 5.0" /' 3S' 14.5" 80 40" 60" 155 95 45 40 70 90',45 40 i65' 8alt�t3'� rl 100 5.0" '% 3.5" 5 0' - 3.5" 5.0"' 3.5" 9.0" 4.5" '7 1.0" 6.5" 9 0 4.5" 4.0" 6 5 9.0" 4.S 4.0 i 6.5" +7J 5/16'TTW TAPCON XL WITH 3^MIN EDGE DISTANCE 4'MIN EDGE DISTANCE d 3 1-3/4"EMBED Cl C2 C3 C4 CS Cl 1 Q I C3 1 G 1 CS I Cl Q p C4 CS Cl I C2 I C3 I C4 CS Cl I C2 I C3 I C4 I CS Cl I C2 I C3 C4 CS 43 " 16.0"16.0" 9.0' 12 0'16.0 14.0 7.5" 5.0" 8.5" 14.91 8.0" 5.5" 6.5" [I 53r.. 15.5" 9.5" 6.0" 9.S_ 5 15.5'10.0" 5.0" 6.5" 10.0" 6.5" y 4.5" 4.5" �fG •1 62 ' /, 33.0 .5'" 7.0" 4 8 D' 13.d' 8.0" 4.0" S.5" 6.5" 6.5" 4.5" 1.5" •, 10.5' S.5" 1.0" 7 0" ll.d' 6.5" / S.0" 5.0" 6.5" S" 4.5" ¢ 999 -1� ;, !. ... :. ,. .. 6.S' 3.0 4.5" 4.5" 6.5" 4.5" 4.5" 8.5" ", 4.5" 4.5" ypz 1.9/16'MIN EDGE DISTANCE 3-1/8'MIN EDGE DISTANCE 5/16`ELCO ULTRACON WITH CS -Cl Q_ [3_ C4_ C _CI__Qp U ..C_ p .0 I CS Cl C2_rp C4 C 3 -xCS 1.1/4" mPrNtanRO/RIEB■F�W¢e 10ra EMBED 43 12.0"10.0" %r' 12.0" S. /%' B.S" % ' 36.0"16.08.5" 11.0"16.0"15_0' 8.5" 7.5" 15.0' 8.5" ' %7.0" 53 9.5" 6 0 •- i 9 5" 6 0 r 6.0" %" - 15-2339 62 SC LLEs 70 6:5" PAOI Da11CROT M1 � 1ao � '��l:/ / /' ii 7,0^ .i%, ✓..moi /i; 7.0 ./ i .! ,. �.o". ,/ /., ANCHOR NOTES:SEE SHEET I O 9 FOR ANCHOR NOTES. u I '+4 PRANK L BENNARDO.P.E. • ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK ``]11111111 OPE0046549 2'MIN EDGE DISTANCE Spens UD To 6'-0" Spens UD To 8'•3" Spans UD To 12'-0" r LOAD CONN TYPE CONN TYPE CONN TYPE b p ANCHOR (pfn = /• No p x G CI C2 I C3 I C4 CS Cl C2 C3 C4 CS Cl u C3 C4 CS _* EO04654 s12 SMS W/2'EYEWALL 43 16.0"16.0" 7.5" 9.0" 16.0"15.5" B.5" 4.5" 6.5" IS.S' 8.5" 4.5" 4.0" 7.0" ARMOR INSERT W/1-1/4" 53 16.0 10 5�4;:. 7 0 16 0 11 0' 6 0" 3.5" 5.0" 110" 10' 3 5" 3 S 5 0" - O EMBED 62 14.0' 75 60 145 90 45" 4.0" 70 70" 75 35 50" 70 11.5" 6 0 5 5" 12.5 7.5 3.5" 3.5" 5 5 7.0" 3.5" F 3.5" 5.0 Q.n STATE OF w Pai ggg 8 i T 100 7.0' 3.5" 3.5" 5.0" 7.D 3,5" 3.5" 5.0 7.0" 3.5 3.5 5.0" %�� •.;r(ORIDA,.•' wr. } ''�;ANAL EN •�{ ANCHOR SCHEDULE: WOOD (G=0.55) '' S,I11111111111 ZIW wD; g 3/4'MIN EDGE DISTANCE __ U rt .Q G Spans UD To 6'-0" SDa11s Uo To 8_-3_' ins UD To 12'-0" 0 4 uQl LOAD CONN TYPE CONN TYPE CONN TYPE Z x ANCHOR (psn ! N x G CI C2 C3 C4 CS Cl C2 C3 C4 CS Cl 1 C2 C3 CA CS W W Oo�w xs z 1/4"LAG SCREW WITH 1-3/9 43 16.0",16.0"11.5"12.5"16.0"16.0"16.0" 7.5" 9.0" 16.0"16.0"14.5"14.5- 6.0' 16.0" PENETRATION 16 " 0" 050" " 8.07.0" 16016.0"1154.0- MIN THREAD 168. 16.0"16.0"180 6:062 116.0" 7SA" 6.0' 16.0"16.0"14. O 10 . . .... 1. . . 1. OW 70 16.0"16.0"12_5' 4_0" 5.5" 16.0"16.0"11.5' 40" 5.0" 16.016.0" 16.0"16.0" 1_.0 .010100 ww C' h 7/16'WOOD BIJSHBVG WITH 43 16.0"16;0" 8_0" 10_0"16.0"15_5" 8.5" 4_5" 7.0" 1S.5"_9.5" 4.5" %'� 1.13"MIN EMBED&U4-20 53 16.0"10.5'_5.5"_ 8.0" 16.0"11.0" 6.0" 3.5" 9.5" 11.0" 7.0" 3.5" _4.0" 5.0" 1` O SS MACHINE SCREW _62_ 14.0" 8.0" 4.5"�6.5' 14.5" 9.0" 4.5" 3.0" 4.5' 7A" 7.0" 3.5" 4.0" 5.0" r^,r 8 ,l Jmm 70 120" 6.0" 3.5" 5.5" 12.5" 7.5" 3:5" ' 4.0 S.S 7-0" 3.5" 1--spw t60 7.0 j.5,- 4.0" 5.0"1 7.0" 3.5" 4.0" 5.0" 7.0" 3 5 4 0 S.0" 4 3 f14 SMS OR#14 WOOD 43 16.0 16012_S 145"16.016016.0 80 10.0"16016:0"115 5.0" 70 l60' t�t � ' Y SCREW WITH 1.3/4"MIN 53_-16.0 1160" 9.0 115"16.0"160"15.0 60 BO" 160 16.0" THREAD PENETRATION 62 16.0"116.0" 7.5" 9.5" 16.0"36.0"11.5' S.0" 7.0" 16.0"16.0" 9.S" 4.0" 5.5" 13.0" 0 QDIROOmmO,m. 70 16.0"116.0" 6.5" 8.5" 16.0"16.0"10.0" 4.5" 6.0" 14.0"16.0" 9.5" 4.0" S. 13.0" 100 16.0"'9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4.0" 9.5" 4.0" 5.5" 13.0" O �•o^r ANCHOR SCHEDULE: WOOD (G=0.42) Zm J $$ 3/4'MIN EDGE DISTANCE YO tj Spans UD To 6'-0" SDa1fs Up To 8'-3" LOAD CONN TYPE CONN TYPE CONN TYPE =N ANCHOR (Pd) Cl C2 1 C3 I G4 I CS Cl I C2 I C3 C4 I CS Cl C2 1 V I C4 CS g m 1/4"LAG SCREW WITH 1.3/4 43 16.0"116.0"T 9.0" 10.0"16.0"16.0"16.0" 5.5" 7.0" 16.0"16.0-19.5- 3.5" 4.5" 15.01' �a 8 MIN THREAD PENETRATION 53 16.0"16.0"1 6.5" 8.0" 16.0"16.0"12.5" 4.S" S. 16.0"15.0" 7.5" 3.0" 4.0"X11.0" Ta n 62 16.0"16.0"I 5.5" 6.5" 16.0"16.0" 9.5" 3.5" 5.0" 15.0"15.0"_7.5" 3.0" 4.0"111.0" o R +, f�-.+ARtll13� 70 16.0"13.5" 4,5" 6.0"�16. 0"1 . 1.0" 11.5"15.0" 7:5" 3.04. 11.0"10015.0" 7.5" 3.0" 4.0" 0"15.0" 7.5"•3.0" 4.0" 11.0"15.0" 7.5" 3.0" 411.0"•14 SMS OR x14 WOOD 43 16.0"16A" 8.S" 10.5" 0"16.0"12.5"'S.5" 7.0" 16.0"13.0" 6.5' 3.5" 5.0" 10.5"--'-SCREW WITH 1-3/4"MIN 53 16.0"16.0" 6.5" 8.0" 0"16.0" 8.5" 4.0" S.5" 16.0"10.5" 5.5" 2.5'• 4.0" 7.5" 3 THREAD PENETRATION 62 16.0"11.5" 5.0" 7.01,116.(r'13.0" 6.5' 3.5" 5.0"110.5"10.5" S.S. 2.S" 4.0" 7.5" pmnnm nmmm OD 10:5 5 '2.5" 0" 7 5'10:5 S:S:. 3.0"S"i `�''7:5" 10.5 S:5 i:5" 4.0� 7:5 Rs $ $g ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK 4'MIN EDGE DISTANCE �st2da Spens Up To 6'-0" Spens Up 70 8=3" Spans UD To 12'•0" G LOAD CONN TYPE CONN TYPE CONN TYPE I _ ANCHOR (P5f) Cl C2 1 C3 C4 CS Cl I C2 C3 C4 1 CS Cl C2 C3 C4 CS 5/16"ITW TAPCON XL W/ 43 16.0"16.0"116.0-116.0"116.0-16.0-116.0"15.0"116.0"116.0"16.0"115.0"19.0" 14.0"116.0" ' epF 2-1/4"MIN.EMBED 53 16.0"16.0"18.0"16.0"16.0"36.0"16.0"11.0"16.0"36.0"16.0"12.0" 7.5" 12.0"I16.0" ¢$ 5T 62•16.0"16.0"14.0"16.0"16A"16.0"15.0 9.0" 14.0"16.0'I6.0"r12A"_7.5" 12:0"}16.0" $_S�� 70 16.0 160"11.5 160"16.0 160'12.5 80 12.5' 160 160"120 7.5" l20 160" I � I� 100 16.0" 12:0"17.- 120"16.0 l6 0 12.0 7 5 12.0"16 0 16.0"12 m 7.5" 12 0"(18.0 I�ll �� y x 5/t6"ELCO ULTRACON W/ 43 16.0"16.V,10.5-14.0 16.0 16.0"10.5 6.5" 9.5"116.0"11.0" 5 5 - 6.5"19.0" 2.1/4'MIN.EMBED 53 16.0"13.5-17.5- 11.0--116.0"14.0" 7.5" 7.5" 13.5" 9.0" �� ' 6.5" COPINDRf TRWLJ Wq=P.L �w 62 16.0"10.0".6.0" 9.0"'16.0"11.0"!5.5"_ 6.5" 9.0" 9.0" 6.5" 15-2339 .r_._. _{__.__ 70 15.0" 8.0" 5.0"18.0"r15.5" 9.5"K ':�. 7.0" 9.0" 6.S' ar.r sl O a IOD 55"�6.S' 9.0" / 6.5" ►Aat plfgli►RONr LL,u _ 2'MIN EDGE DISTANCE , C1 l C2. C3 I C4 ._CS Cl f C2 C3 U. CS C1_ C2 C3 C4, C5 s 12 SMS W/2"EYEWALL 43 16.0' t6.04 9.5 111.5"16.0 16 0'14.D" 6 0 8.0" 16.0"14.5" 7.5" 3.5' S.5' 11.5" ARMOR INSERT W/2-EML62 16.0 16.0" 7.0 9.0 16.0 16.0" 9.5' 4.5' 6.5" I6.0 11.5' 6.0" 3.0" 4.5" 8.5" - _ 3.5" 5.5" 12.0"11.5" 6.0" 3.0" 4.5" 8.5" `--"-'- -'--"--"- J.A 3.0" 4.5:11.0:111.5" " 6.0" 3.0" 4.5" B.5" ANCHOR NOTES:SEE SHEET 16.0"13.0" 5.5' 7.5" 16.0"14.5" 7.5 16.0"1D.5" 5.0" 6.5" I6.0"12.5" 6.5" 9 FOR ANCHOR NOTES. 7J ` 11.5" 6.6" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.58.5" 11.5" 6.0" 3.0" 4.5' 8.5"