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Property Information Building Information Owner: Ed Hoff Wind Zone: 150 MPH. Address: 7 Villa Blanca Exposure Category: B Ft Pierce,F134951 Minimum Building Dimension: 24 ft. Mean Roof Height: 15 ft. j Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 End 53 55 7 27.2 -35.6 _.. ... ............--....... .... . ... ............................................__.. ............... ...---.. . .......... ... ...... _.. ...... ........ ....... ........ ............ ....... . . _...... __.... 2 Int 37 55 7 27.9 30.3 ......... .................................................. ....... ......_. ....._ .........---..............._._. .......... _..__. .... .._. ....... . . .._... 3 Int 53 55 7 27.2 -29.7 ................................__........__.....---_..............._.............. _-........__._...._._. -... -........._..._... ...............---......................._.__.........._._.._..._......_..... .......-_. 4 Int 53 55 7 27.2 -29.7 ....... . .... . ---.._._._ .__ .._.. _...... _ ....__ ........ . ...._._......_ .. ....... .. . 5 End 108 82 7 25.2 -31.5 _ ....... ._. ...... ......... ........ ... . ....... ...._. . . ........ _..__.................... . ...... ..._........ ................................ .. ... ....... _...- .._ ...._.._ ......... . ........ 6 End 111 82 7 25.1 -31.4 ......... ....._... ......... ...----_. ._.....__ ......... ... .. . ...... 7 Int 116 82 7 25.0 -27.5 ...-.... ..... ........... .._. ........ .__.. ._.....-._.. ...__.._ .......... 8 End 74 55 7 26.6 -34.4 .... _ ....... ........_, ........... ..... . ......... .......__... 9 Int 26 46 7 28.5 -31.0 . .. ....... ......................... ........ .......... .............. . . ...... ........I ................................. -_.............._._ ._.. _ 10 Int 26 46 7 28.5 -31.0 Prepared hr accordance with:ASCE 7-10,Chapter30. Wind Loads-Componenis and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 Florida Building Code Online Page 1 of 3 a $ t1q fr fes# Eli, ....Rax� BCIS Home Log In User Registration ;Hot Topics Submit Surcharge `Stats&Facts 's Publications FBC Staff c BCIS Site Map i Links `Search Busines Product Approval Professional �` a USER:Public User 4 ::•• i, al >arOr A I:.atlearcn> gg>Application Detail FL# FL13757 R5 a z • .zr ,. ..��..� � Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer ATgwrl as G%,9tq ~dustres g Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engexp.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 As§urance Representative Address/Phone/Email Category —Sh tte,"�-' Subcategory ccordi�o Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer +si Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Frank L. Bennardo, P.E. developed the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist- Hardcopy Received Certificate of Independence FI-13_757 R5 CIr ep.2.. elf FL:3757 R5 CEJ^". Ii'ld C<.^df' 171-13757 P5 C.'�._ Ino rods Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuov... 11/30/2015 Florida Buildinc, Code Online tD Page 2 of 3 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect 2 E 'H 2.p.-i1 rL1_-,'7;z7 R5 Eq;IJ, Sections from the Code Product Approval Method Method I Option D Date Submitted 04/21/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products JFL# 11Model,Number or Name IlDescription 113757.1 116.8 Accordion Shutter 11Large missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes 7-1-1.3757 R5 fl. 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 �1_12757 its AE EvaLL'W.' .,span/pressure combinations and additional limitations of Created by Independent Third Party: Yes use. Z 13 ,5�y.2 Large Missile Impact Resistant Accordion Shutter System'J7 [-8 trf�a lijj�Shutter Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R5 11 Dana.2 ?ff 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 L_3 57 R5 AE- Evail l_2,-df . . ... . ........................... span/pressure combinations and additional limitations of Created by Independent Third Party: Yes luse. 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level foror r use with essential facilities and wind zone 4 applications.Fap "i pplications. Limits of Use Installation Instructions —LQ±�—CL'.—a Approved for use in HVHZ: No cLL3757 P5I j 3, ai 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-additiGRa"nformation7-- anchorage, etc. Created by Independent Third Party: Yes N ex t 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: http://www.floridabuilding.org/pr/Pr_app_ dtl.aspx?paraln=wGEVXQwtDqvgk7yHMuov... 11/3)0/2015 org/pr/pr_app_dtl.aspx?paraln=wGEVXQwtDgvgk7yHMuov... 6 . 8 STREAMLINE SHUTTER MTOAOOiP.E. FOR USE WITHIN AND OUTSIDE THE HVHZ GENERAL NOTES: _ 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING = NO.46 CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTERNATIONAL BUILDING CODE(IBCI AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM UNLIMITED WIDTH MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. 5 .p', A QFN 14CIZa SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. {I 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SECTION I %�0�� A. DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE � REpUTREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE TOP TRA&I,', FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN 9 PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. w= X Pi 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. G U�l2 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 co SAFETY FACTOR. -09.IT IS ACCEPTABLE BY CODE $m w 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQITH ASTM 1996LUIRED FOR ALL WINDZONESZ CRITERIA IS INDEPENDENIN ACCORDANCE TLY Y ADOPTED BY THE AUTHORITY HAVING JURISDICTION.ESS OPTIONAL PLAN VIEW W 3 V 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND N It a 3 Y LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. w 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE vai o -+� DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR a WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 u SHALL BE USED. w _ 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. '^ $ 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL f w ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME o PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER O Q TM rn X 23 THE FLORIDA ADMINISTRATIVE CODE. THESE w $ 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE K� CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR 1-'a c VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROMew aU r�N rn a M THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 0 m 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS, HURRICANE PROTECTION �, =m 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING, 80TT0M u¢ OFFICIAL MAY REpUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIC NED DATED AND TRACK 6 SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE �-: s DEVIATIONAS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS HER APPROVAL. LOCKING MECHANISM,SEE E 3 13. EACH SHU*ER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FXLLOWING MINIMUM TYPICAL PLAN VIEWS c g INFORMATION: TOWN&COUNTRY INDUSTRIES I a FORT LAUDERDALE FL TYPICAL ACCORDION MISSILE LEVEL D-ASTM E1886,E1996&E330 SHUTTER ELEVATION TAS 201,202&203 o FLORIDA BUILDING CODE APPROVEDTABLE 2• 1 N.T.S. EXTERIOR ELEV 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N„WITH A MINIMUM Fy OF 25 K.s.1, ) MINIMUM SEPARATION FROM GLASS 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ALUM.ALLOY. , 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS, SHUTTER INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. <30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE ` 8 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 23. SEALANT SHALL BE USED ON ANCHORS OR 7TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 24/4" 1-5/8" 2-3f8" 1-5/8" g TABLE 1: 99" 3-1/2" 1-7/8" 3-518" 1-718" is 3pg TABLE 1 NOTES: 120" 2" 4-1l4" 2" a S•i 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8" 2" 5" 2" ACCORDION SHUTTER Ing gpgp SHUTTER SPAN SCHEDULE"ABOVE ARE 9� $ MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: k e SPAN SCHEDULE 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. AT EACH RESPECTIVE SHUTTER SPAN. 2. MW-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIA141-DADE COUNTY AND 13ROWARD COUNTY G7PIAA9IiRVALB6W'w+DOP.E POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER 15-2339 SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND _ o SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SCALE1 _ IPSFI (PSFI DESIGN PRESSURES FOR THF.NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PAGE DESCRIPTION; _ SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL 72" 100 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1.5/8"WHEN>30' u 9ABOVE GRADE. 9' 70 70 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 9� 120" 53 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. �7 ,C. 144" 43 40 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM E1996.09. a PROIECf10N 2.874" 4.074"MAX. 0.115° T 0 0.080" 0.12s" 0.062' 0.4so" n 1.708" 0.100" 1.830 - N 1.708" 0.300' ^� 0.062" L0.080" 0.063" 0.195" 0.096" 0.195" -r -L -?- ��- T- 0.060^W70' N 0.060" ry 1.993"2.820" �.Qp° vN n -I- 0.125' 0.6300.062' 1.908" "0� v 0.630" 0.062' 0.630' 0.062' ^. -L 0.630" 1.993"--I � %/Xt.' NA C z_ " �0.971° 1- O.la3" 0.096" s I 10.971" ----/� " 1. 70"-1 F f O.1M13" 0.062 0.200" I I 0.062 0.0G m r -{ 0.200' r 0.630" M 1.069" 1.069" 0,630" 0.06 0.062L Q¢LL pd •�--�- ILLY m w o q SUPPORT LEG OPTIONAL 0.200^� I _ l W" M 9 4z� 5.745"MAX. I '1 0.062" 0.200' LLL�JI �S 5.745"M x1.069"-, 0.062" 1.069" w 3 ff r J WALL O BUILD OUT WALL O STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL g V.SCALErHALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZE 5 e WHERE SHOWN,SCREW BOSSES -- ✓7+ &FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS _ G 0.874"} 2.655" 0.875" I -- -O27."195"fn _ 1.2II^ti 29" ry III 1I1.0 'I 0.510" I101010_5"ri n:n II 2.195" n1.230 0105' 0.060"2. .:wK,zh d°I¢k� azf3Op m0.7 55" 2.362" 84 1.069" . 04.510 .0 0.075^ oo.1os^ .075- 4.510" 69" .831" g m 0.761' - _ "L NOTE:TESTED THICKNESS OF a 0.07 ' _L � 4.510"-� 3.506" BARE 6A�W/O PAINT 150.039" O7 SILL O8 SILL ADAPTEROg EXTENDED SILL �p EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM 13 =6.8 STREAMLINE SLAT/DLADE j O g SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCAL'ETHAL'F'SIZE--- SCALE.HALF SIZE F a A� a � . fO.OBO0.477"" 1.570" 0 50" 0.143" 0.140.590" 0.341" 06 0.070" .070" 0.245"{1m 1.700.143" 0.096" o$f 0"0.06 to "4.753" .115" 0.0801, 0.11 " 090"N 4.510" 0.096"U�7'-'L 0.080^ 0.044" 0.220.682" 0.60.060' 0cMfffStFR�4f L"e�d 00.0 �J��s nJ¢�M PE NOTE:THICKNESS OF BARE 2822" 0.693"n 15-2339 1.625"•--I 0.420" METAL W/O PAINT IS 0.039" state: g rr1�N:ae oesealPnox: �g 6.8 STREAMLINE STACK RADIUS CEILING HEADER/SILL 17 6.8 STARTER WALL SILL CLIP Igb WALL SILL pi SCALE.HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE X11 I J N%% CUM EoCU��y{++t�� ZVI,o.e. i 0.610" STAINLESS STEEL .280"� NYLON WASHER ORy. �+ 0" ALUMINUM 0.357" ASSEMBLY d 0. 50" 0.320"0 HOLE c0.276" 0. o z o #LQ x 2-314'410 HT S.S. *2 I .-i v w °' INSERTS SCREW W/TC ULTRACOTE T-- 0.591" = Yp 0.880' 0 0 WHEEL O 0,120"o INTO COATING V 1.1.OD'i Fo.z4o" �r TRACK (TYP TOP BOTTOM) 0.062" 1 ill NYLON BUSHING Wj WASHER: �_ ��y�� 0.750" 7/16"0 x 1/2"C1 INTERIOR 301NT TOP �1 J i I TYPE AT EVERY OTHER 0.154.1 --0.137' // .g 5"MAX. INSIDE JOINT AT TOP, 0.870" 7/16"0 x 1'LID INTERIOR JOINT BOTTOM //// t 4 0.1 W CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR _ >U T9 ANGLE 0"~� "t HOUSING-ZINC DICAST,POWDER COATED 4 Z 6 SCALE.HALF SIZE 22 ROLLERIASSEtyi$LYf 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT [�Q, x m§w t SCALE+'HALF SIZE`" NOTE: MAY BE KEY OPERATED OUTSIDE SCALE+HALF SIZE SCALE+HALF SIZE Z OR KEY/THUMB TURN OPERATED INSIDE. W 0.250" 23 BRASSPUSH,_�L R�KK� tt N y 3 Y SCALE,=HAI: SIZE°---1 qw,.. T . } 1,9 774"2" 2101.2.25523'80.155" 1. 80,500" 4.000' 0.236' 1.7 0.286' 603"41 0,2wn6o,7 " 0,500^ 0.790" 0.319" 031" �O64 0.09" 0.28 z.2s0.607" rn 10 9 0.250' -0.224" 0239" . "46- 0 00 0.060" 9 .240" w_KFO0" �ngom�2. orn�,mrn, ' fl? RAINGUARD 2g DECORATIVE FLOOR TRACK .160" 0.222"3.476" o.zao" m< SCALE.HALF SIZE SCALE,HALF SIZE _ 0 L 62 001 0.062' 0.0 ' � f- 0.062' (-0.176" 27 aUNMT- TE LOCKT 31 MALE 80X CENTER 32 FEMALE BO CENTER ^� � 30 SCALE,HALF SIZE LSCAL'EiHALF SIZE SCALE,HALF SIZE 48-0.062" a o 40c� m 5.50D"x 13/16"WIDE i---F0.400" 7j16"0 STAINLESS 6i " v , 167'A STEEL NUT ..'I"'-^a 30 B„ n O.iZS" 0.438" 5/16-18x1 MACHINE SCREW 0.12 1" TYP. 5116"0 INTERNAL STAINLESS STEEL Ft m, I----4POWDER COATED,ZINC DIE-CAST THREAD 0"HEAD STYLE VARIES 4 2.051 •qy DEL A MOppEL 2022 SECTION A 36. T LOCK` ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW INDUSTRIAL SYSTEMS ©PT10NA-L`)"-` SCALE,FULL SIZE SCALE:FULL SIZE ��^, o o,2s4" 400 40b 40c 35 BOX LOCK SCALE.HALF SIZE N 0_319 FND`STRIP.t� 0 5(� . SCALE,HALF SIZE �--2.000'---� - ^� }-'Ey` 0125" `IT'0.125'SCALE, HALF SIZE4 J. 0.050" 0.093" 0.125" 3> 0.085^ 0 0.125" CdKRbtRTRHxLWNLV070FE h C! 0.093" m 15-2339 0.250' o �' 0.085" E � � SCAIEf g 1ncSGRiPROH( •7.000" i .. � �__ T 20 ALT�'l;`ENp STRIP"" 21 1.5°x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE ', 39 2X7 ANGLE SEAgg�,HAL"F SIZE SCALE+HALF SIZE SCALE,HALF SIZE h SCALE,HALF SIZE i; ANY ANCHOR PER ANCHOR DIST. daa"'g9 ���/�i E. SCHEDULE O.C. EXISTViG DIST s ,��p•CCC �A9 ����� GLAZING ••UV4'1FTY :- SEE END STRIP n SCHEDULE FOR M A .ANGLE EMBED qaq SPAN WHEN USI _ 17 ,~, (INTERIOR) LEG D RECITON 11 11 F 408, OR EMBED. OR G,- 3G3 pr; 1/4" OR 6.8 STARTER TER 17 Y @t SC 17 MAX. WITH 21 OR 25. MIN.0.062"THICK 6063-T6 ALUM. m c DIST. t 30 ANGLE 1"x 1"MIN.TO 2"x 5"MAX. 21 25 moi/ 1• ���" EDG ----- (ANGLE LEG MAY BE REVERSED) FASTEN ANGLE TO TRACK B 74NY'ANCHOR AER-ANCROR'ti (2)810%1"SCREWS AT '�W H SCHEDULE 16"O,C.�/ CORNER,TOP&BOTTOM'AND Q C"U' 13 13 13 ATTACH TO 6.8 STAR'IEd W/ u m Z 13 S12 X 1/2"GALVANIZED OR S.S.SMS, 812 x 1/2"GALVANIZED OR Z OS W i 30 S.S.SMS 3/16"0 ALUM.POP l 6.80"ITYP.1 3/16.0 ALUM.POP RIVET,OR 1/4-20 RIVET O(t 1/4-20 MACHINE W '^ } USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"D.C. ALTERNATE END STRIP DETAIL BOLT k NUT 4 IB"D.C. 3 m 3 m (EXTERIOR) 5/16-18 UMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE N e 3 v INSERT 37 AT 1/3 SPAN TO 2/3 SPAN SCALE:3"-V-0" ANY TRACK W/ o w SCREW BOSSES. TYPICAL PLAN VIEW FROM 80 OM OF SHUTTER.RECEIVING END STRIP SCHEDULE a .@ HOLE SHALL BE 3/8"MAX WIDTH,UP TO E SCALE:3"=l'-0" 1"HEIGHT. PSF SPAN 1"BIO(2.71 62 108" 7 0" S7 USE(1)BRASS PUSH LOCK ® B2 80" OR Ill 5/16-18 THUMB 2 5" SCREW I 0 THREADED LOCKING DETAILS FOR 2"B!O 3.7 62 95" INSERT 7 AT 1/3 SPAN ( ") SEE END STRIP CENTER MATES 72 88— TO TO 2/3 AN FROM SHOWN ON RANDOM 82 3" SCHEDULE FOR MAX, d RECEIVING HOLE SHAR L BE 3U DETAILS 3-BIO 4.7 62 e6" SPAN WHEN USING - 8 qq 13 9• F 20,40a,40b OR 40c, P' m 3/B"MAX WIDTH,UP TO ( ' f t" 1�4' OR 6.8 STARTER A HEIGHT. gp ALT.I" 62 1101, MAX. WITH 21 OR 25. "1 (2.7' 2 02 8Oz�< zD 12 40 40 USE APPROPRIATE E .�' 32 STARTER STRIP TO a -_ - - 1.5"x3" 45 93" 40 20 PROVIDE CLOSURE 13 x0.OB3" 57 63, BUILDING CONDITIONS. 1.5 O 8 / 3 60 81" ]I 64 FASTEN STARTER STRIP c g a 1 (INSIDE) iD 6 TO TRACK W/(2)4110x1" p 5 I SCREWS AT CORNER,TOP v 2"x3" 45 39" , �N xD.126- �� �Z�; ALTERNATE END STRIP DETAIL &BOTTOM. O 6 13F SCALE:3"=1'-0'• ANY TRACK W/SCREW N I 1e 54 116"60 20' BOSSES. 1 s° 8 SIH- FOR GREATER SPANS OR LOADS THAN g I w SHOWN IN END STRIP SCHEDULE,END STRIPS REQUIREA I'XI-.090'CLIP ANGLE Z) In MIOSPAN USI NGMTYANGIORONTHE EXISTING GLASS Z ANCHOR SCHEDULE 6#14x1/4'TEK O v 13 SCREW OR 1/4-20 BOLT TO END STRIP. !� n e >I a m I USE(11 BRASS PUSH LOCK 30 a P W OR(11t5B�18 THUMLOCK (INSIDE) 4� g I ' OR(tl 5/16-`18 THUMB 13 d SCREW I O THREADED I^ IJI ( SCgE�r Ip}�0 THREADED 30 r INSERT 37 AT 1/3 SPAN SILL INSERT 07]AT 1/3 SPAN z q TO 2/3 AN FROM 7 e! m TO 2/3 SP N FROM Y u'S g BOTTOM OF SHUTTER .! I BOTTOM OF SHUTER. OUTSIDE s RECEIVING HOLE SHALL BE ( ) ,A 3/B"MAX WIDTH,UP T kQ n 1"HEIGHT. 23 a ^� e OTYPICAL OUTSIDE CORNER CLOSURE & �� R CCi DETAILS WO/CORNER POST NTS 5 301119191E 6 13 30 OOPHWHf PR/IIXL.EFI0Ufd10 PF. 13 31 275 13 23 (OUTSIDE) 15-2339 m SILL USE It)BOX LOCK AT 1/3 SCALEI e SPAN TO 2/3 SPAN FROM pADEDescRlPnoN: n BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE F�j UE CC2 DETAILS WO/CORNER POST �a� MULTIPLE SHUTTER ASSEMBLY NTS FP,15 SCALE:3"=V-0" J Cl CONNECTION SREFERENCE CHEDULE FOR MAX. STRUCTURE )STINGHOST SPACING Cl CONNECTION TYPE 1/4-20 MACHINE BOLT = REFERENCE ANCHOR 1/2" W/NUT @ 12"D.C.OR = C /r SCHEDULE FOR MAX. ® #14 SMS @ 6"O.C. * , SPACING 1/2" (TYP.TOP&BOTTOM) ' TA n� "O dpl 2 FASTENERS ALUM. TUBE ` OF � R. EACH ANGLE 6063-T6 ALLOY SEE TABLE A FOR SIZE. I OW C5)0s 66pR/OR .Z w �ixI/'/'lull � 1"x 2"x 1/6" I I ALTERNATE THRU BOLTJ( J _ OR 2"x 2"x 1/6" Cl CONNECTION TYPE w Z� °1 Lzjj W ALUM.ANGLE ° . _ REFERENCE ANCHOR MN GLASS ¢a rn > SCHEDULE FOR MAX. SEPARATION 13 w Li U <6 Z THREE 3/16"0 ALUM. ° 13 � '�" I SPACING PER TABLE 2 F¢Z W Z C4 0 w POP RIVETS OR a G55 LASS = a m W THREE 012 SMS,TYP. ° 17 I1 I OR DOOR X N< a r.. oa 3/16"0 ALUM.POP * I �� G=�� V1WP 17 RIVET OR#12 SMS A S F w o w„ TABLE A(co) @ 1B"O.C.(TYP.) ti = /� (CRNA ° Lo Z t~ / .o a d PRESSURE VS ALLOWABLE LENGTH \_ J/ w _\(]OO•(R(6)OR 3: ¢ MAY USE MALE DR H 1 2'%2kl 8 3'N x76' L7 Vf 14 m PSF N.B/6� 0 FEMALE LOCK-SLAT W o 1 � 62 130' 1BB" 13 ALTERNATE THRU BOLT . I 1/4"MAX.FROM PIN C5 CONNECTION TYPE 72 I24' 179' O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR R ERENC AN TYPE '" GUIDE R BUSHING 62 119' 172" CC3 SCHEDULE FOR MAX. REFERENCE ANCHOR li -1 19 WASHER ITYP.1 w' 9 NTS SCHEDULE FOR MAX. d 92 114' 165' SPACING $$ 101 110' 160' LL ==-i I/ 14x3/4"SMS P 9"O.C. Fa:1 O1 ANGLE TO TUBE CONNECTION In--4 , n I20 104" 14T = 3 C T p m 2;x 2"X.125" Ob K 150 g7' 131' TABLE B(cc4) EXISTING HOST EMBED. 6063-T6 ALUM.TUBE 200 Be' 114" PRESSURE VS ALLOWABLE LENGTH STRUCTURE O zm<°1 5 CONNECTION TYPE Yx2"xl�B' 3'x3"R1f/B' EDGE DISTANCE REFERENCE ANCHOR E PSF WI1H B/O WITH B/O SCHEDULE FOR MAX. `7 F R6 SPACING c ('6 1� 6 62 113' 166' J FF FASTENER @ 1B"O.C. 72 IBr 1ST (USE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION a g F 62 101• 14T IN ANCHOR SCHEDULE). SCALE 3"=1'-0'• m G 92 95' 13T 102 90' 13T �'� E 120 63' lI2" 130 74' 109' w 200 69' 99' Fw-w 1-- m 2"x 2"x n 3/16 RIVET OR#12 SMS .090"6063-T6N.GLASS 13 F' m w o g @ 1B"O.C. OR 1/4-2 ALUM.TUBE TYP. y Ss EPARATION = Z MCA NUT&BOLT(TYP.1. 17 $F PER TABLE vm O m' c g 3/16"0 ALUM.POPL d GLASS 2 X o Z m e6 ALUM. TUBE RIVET OR 012 SMS r- m 6063—T6 ALLOY @ 10"O.C.(TYP.) E q g OR DOOR E u 0.F. u � E SEE TABLE B FOR SIZE 2"x 5"x 1/0" °"S u L 2 FASTENERS x CONTINUOUS Pn EACH ANGLE ALUMINUM ANGLEp 1"x Z"x.093"6063-T6 OPTIONAL ANGLE INSIDE 3 16 y ALUM.ANGLE,TYP. THREE 3/16"0 ALUM. ORIENTATION TYP. { @@t o POP RIVETS OR 17 17 - 68 17 THREE 012 SMS,TYP. aC 0 0 1"x 2,x 1/B" 4 OR 2"x 2"x 7/B'• 4 CONNECTION TYPE ggg 73 ALUM.ANGLE REFERENCE ANCHOR F USE MALE OR FEMALE SCHEDULE FOR MAX. �a z to d R .R R SPACING C0F4WBIRNNLBENARWFE. LOCK-SLAT EXISTING CONCRETE, 13 13 BLOCK OR WOOD FRAMING 5-2339 SCALE: 6 #12 x 1/2"GALVANIZED (OUTSIDE) EE INSIDE SILL MOUNT SECTION PAGE DESCRIP13ON1 OR S.S.SMS,3/16"0 ALUM. SCALE,3 1'-0" CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,oR 1/4-zo SIDE CLOSURE OPTIONS NTS MACHINE BOLT&NUT SCALE.3"=V-0" @ i6"O.C. k1pp,P.E. C5 CONNECTION TYPE ae gfVq/ Tyyr4 w REFERENCE ANCHOR EXISTING •• q9 r zo j SCHEDULE FOR MAX. STRUCTURE F( Q p o SPACING 5"MAX. •O � � GLASS qow- GLASS w Cl CONNECTION TYPE 1/4-20 MACHINE BOLT OR DOOR w u u OR DOOR REFERENCE ANCHOR W/NUT @ 12"O.C.OR F v m F F w>_> SCHEDULE FOR MAX. 19 014 SMS @ 6"O.C. =w Q MN 13 7 w p' SPACING - 2 1/2" (TYP.TOP S BOTTOM) T �� , MN 13 XLnw-1 GLASS NFzu� 1/4"-20 THRU BOLT W/ GLASS X op EPARATI L7 O N Q /2 a'• o LOCK NUT 12"O.C.OR EPARATI Q=M Q 014 x 1/Z"SMS @ 12"O.C. PER X z Z I- w F '� . @ER F~~I- OR 3/16"El ALUM.POP TABLE 2 Q o Q o to �OR(6�OR 12 x 1/2"SMS @ 12"D.C.E.S.ESl2 F a )0R / r OR 3/16"0 ALUM.POP TABLE 2 z I- RIVETS @ 6"O.C. OR 1/4"0 W w o OR 6 /It a RIVETS @ 6"O.C. E.S. 'm ALUM.POP RIVETS @ 12"D.C. Q (�IgI�N 1a,? R 1/4"0 ALUM.POP RIVETS / N 11 AND 3O MN.GLASS ¢ I-w fI>u22U2 w @ 12"O.C.E.S. 1/4"MAX.FROM PIN ASSEMBLY 1/4"MAX.FROM PIN SEPARATION 13 H 7 U Q w z I/2"TYP, GUIDE TO 5 ING PER TABLE V-N7 +t+m W° O AND OO GUIDE TO BUSHING WASHER(TYP.) ' oww. Z :A E ASSEMBLY WASHER(TYP.) w ==z u u W .• A I�°w / 1/ GLAS 2" 1/2"TYP. EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR w BLOCK OR WOOD FRAMING EDGE REFERENCE ANCHOR C z¢Q~ N W 47CONNEC.TJOWTYPE� DIST. SpAC NG SCHEDULE FOR MAX. S m �pw PREFERENCE ANCHOR GEO SSCHEDULE FOR MAX. Q Yn _SPACING AS SHOWN w / =3'CONNECTION TYPE-IN DIAGRAM ON PG.9 to Ii 0OR 6 OR uI`i REFERENCE ANCHOR EXISTING CONCRETE, w 0 0 SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 1/4""MAX. PIN / SPACING.ALT.FASTENER LOCATION.FRONT AND Cl CONNECTION TYPE GUIDE TO BUSHING REFERENCE ANCHOR 1/ WASHER(TYP.) rn tl LL 1/4"MAX.FROM BACK ANCHORS NOT REp'D Og INSIDE MOUNT SECTION SCHEDULE FOR MAX. 19 w d u PIN GUIDE TO WITH THIS �.� SCALE.3"=1'-0" SPACING 5 CONNECTION TYPED m� BUSHING WASHER A .INSIDE'�MOUNT_SECTION o' REFERENCE ANCHOR y0- m '(TYP.I O^SCALE:3"-T-0" SCHEDULE FOR MAX. EXISTING CONCRETE, SPACING / BLOCK OR WOOD FRAMI EMBED. za G' BUILD OUT MOUNT SECTION O a TYP. BOTTOM EXISTING CONCRETE, SCALE:3"=1'-0" E D BLOCK OR WOOD FRAMING m EXISTING NOTE:FOR DETAILS A,B.D,AND E ON THIS SHEET. EDGE IST h CONNECTION TYPE STRUCTURE aai g THE BASE TRACK MAY BE INSTALLED IN SECTIONS EMBED. g WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS w REFERENCE ANCHOR "-S-CONNEC13QtTT9P.E SCHEDULE FOR MAX. REFERENCE ANCHOR v A MINIMUM OF TWO SETS OF ANCHORS AND ISA m SPACING SCHEDULE FOR MAX, rQ s MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK z USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING h OVER THE GAPS BETWEEN SECTIONS. 3 16 1/2" O7 OgO2 F (x W p F � w N f W g GLAss w o: 8 OR DOOR MN F q GLASS 13 =w� w <oa-- 4'tlq m w 012 x 1/2"SMS @ 12" EPARATI = =J - 66A " w w I~--� O.C.OR 3/16"O ALUM. PER IA W< II 13 1-:n x a- 2 F�=7o" POP RIVETS@6"O.C. TABLE2 X OZf GLASS OR MN GLA ==Zml j m w w OR 1/4"0 ALUM.POP Q Ix Q DOOR- N F-o w MK GLASS 13 =I Z�u RIVETS@12"O.C. E uN PER TABLE2 zp IQ- �± m SEPARATION -.2um Q w Q D a c L 'wm<� AND 1/4"MAX.FROM PIN E uw BqqF§ 1/4-20 S.S.MACHI41 Q w $ SCREW L NUT P f u N ASSEMBLY 1/2" GUIDE TO BUSHING Q E@ 12"O.C. 1/2 TYP. WASHER(TYP.) w F- q GLASS w o i/4"MAX.FROM PIN OR DOOR1/4"MAX.FROM PIN m w o X GUIDE TO BUSHING h CONNECTION TYPE 1/2"� GUIDE TO BUSHING °�Yp iL WASHER(TYP.) EDGE REFERENCE ANCHOR OO WASHER(TYP.) ,¢ R 5�� EXISTING CONCRETE, DIS SCHEDULE FOR MAX. �T�p, WPYWdR1PNIXLBO0INL?]PF. aBLOCK G WOOD EXISTING CONCRETE, 4 CONNECTION TYPE N DIAGRAM ON PG.9 REFERENCESPACING AS SHOWN nANCHOR 15-2339 OR FRAMING BLOCK OR WOOD FRAMINGREFERENCE ANCHOR SCHEDULE FOR MAX. scALEr"x3"x1/4"CONT. 3 CONNECTION TYPE 012 x 1/2-SMS @ 12" SCHEDULE FOR MAX. SPACING PAGE DESCRIPTIOM - c063-T6 ALUM.ANGLREFERENCE ANCHOR D.C.OR 3/16"B ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE, AY BE REVERSEDSCHEDULE FOR MAX. LOCATION.FRONT AND BLOCK OR WOOD FRAMING POP RIVETS @ 6.O.C. BACK ANCHORS NOT REO'D S SHOWN DASHED) SPACING OR 1/4"8 ALUM.POP WITH THIS LOCATION °S� WALL MOUNT SECTION RIVETS @ 12"D.C. F WALL BUILD OUT�1. Op O CEILING / INSIDE MOUNT SECTION O g SCALE.3"=1'-0" SCALE:3"=1'-0" SCALE�)3t O MR GLASS NI ROD,P.E. GLASSSEPARATION PER TABL OR2 _@9 p w O u GLASS OR ••l.•• '•//�•�- _ F u N DOOR Q Z GLASS OR 0, W(L DOOR MN.GLASS N L4N SEPARATION z 2 M 23 N GLASS w PER TABLE 2 �O• Vv - 12 S F SEPARATION F-� w'tj 9•••Z PER TABLE 2 W`Ir 17tn 0 U = 1-ZW L€W {-�1m 13 wZZSU0:N 73 N ��u ED f1 <9zE3L73'- - /2 1 1/4"MAX.FROM PIN GUIDE i J < C1 CONNECTION TYPE a J o N 1I�JJ(yt,m w° \ TO BUSHING WASHER ITYP.) 28 <N SCHEDULE FOR MAX.FERENCE ANCHOR v Q i�W[7 " 3 TWO 1/4"0 WOOD .250" 11LSPACING <Oai 3 3 LAG SCREWS Cm 24" C4 CONNECTION TYPE 7 S ,250" o w a O.C.MAX,WITH 2" REFERENCE ANCHOR 1 to w" THREADED PENETRATION SCHEDULE FOR MAX. .o $ - T"INTO CENTER OF 2X STUDS / SPACING EMB."T' 14 SMS(8 MIDSPAN BETWEEN /E w N 18 STUDS FOR TRACK TO 1"x 4" / C+ ' PLYWOOD& TUBE CONNECTION / EXISTING HOST STRUCTURE •^� STUCCO FINIS 1"x 4"x.12S" 6063-T6 ALUM.TUBE O DECORATIVE FLOOR TRACK DETAIL Op WALL MOUNT SILL DETAIL w THIS DETAIL TO BE USED WHEN STUD SPACING SCALE.3"e 1'-0" SCALE,3"=1'-0" F$6 d EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. OWALL MOUNT SECTION I THIS DETAIL MAY S m SCALE t 3"=T-0" ALSO BE USED o`o AT TOP O Zm' a �6 \f ACCORDION SHUTTER Ix J 3 7 4 PER PRODUCT APPROVAL F o —GLASS SEPARATION OR DOOR 13 7 N N It PER TABLE 2 O � R APPLICABLE AT TOP Z EXISTING WOOD(G=0.421 rQ t AND/OR BOTTOM X Q Z TRUSS OR RAFTER Q a Q n Lb 24"MAX.O.C. 2"OR 3" Z: N E N EXISTING FINISH MATERIAL 1/2"MIN. 5 6 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/8"6063-T6 'I •I w k+ z o Z"x 3"x Ys"X CONTINUOUS OR 2.175" TO BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE 6 1/4"TILE ITYP.) 1/4"0 WOOD LAG m e 2'x 2"x Ye"x CONTINUOUS 9 6061-T6 ALUMINUM ANGLE FINISH MATERIAL SCREWS WITH 2-3/4 MINIMUM THREADED u 5� , 3/4"PLYWOOD pENETR."T"IN WOOD(al 5 6 0.9"MIN.THICK GLEW6ALUMTRACK X —1/4"0 A325 GRADE THRU BOLT(a7 7"D.C. EACH RAFTER OF TRUSS, 11 FASTENED TO ANGLE WITH 1/4-20 L j W Nil ANGLE FASTENED TO F � OR 5/16"m A325 GRADE THRU BOLT(la 12"O.C. 24"O.C.MAX.WHERE qg MACHINE SCREWS AT 3"FROM ENDSNGLE EXTENDS BEYOND e34 m EXISTING 3 KSI CONCRETE -'-' GALV.OR S.S.55 HOST STRUCTURE WITH AND 9"O.C.FOR THE BALANCE �— 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THAN '6 YI"0 ELCO ULTRACONS AT EXISTING CONCRETE HOST k S"O.C.W/1-1/4"MIN.EMB, 6", EXTEND ANGLE TO 3"FROM ENDS AND 4"O.C. 2-1/2-MIN. ( ) _ti. NEXT TRUSS. w w J 01 / STRUCTURE 3000 PSI MIN OR 1/4"0 LAG SCREW @)9"O.C.W/1-7/8" F.w>> + FOR BALANCE WITH 13'x" •i• MIN.EMB. IN WOOD SG-0.42.TO 0.55. f N=w'- °r. MIN EMBEDMENT AND 2Y" MAX.DESIGN LOAD AT 5'-0'MAX SPAN: > N w w � >! > I EXISTING CONCRETE, to 13 = XJ 1189 e MIN EDGE DISTANCE, f 62 P.S.F. ]:F 0 U M STAGGERED WITH 3"MIN. HOLLOW BLOCK OR N LO O N Q OWfW:WRFRMLSV WMPP MAX.DESIGN LOAD AT 6'-0'MAX SPAN: WOOD FRAMING.SEE 2"x 5"x 1/8"CONT. X w a Z H SPACING,IYP. t 52 P.S.F. ANCHOR SCHED. ALUM.ANGLE(6063-T6) Q J O a 15-2339 E BASED ON TYPE 0 1•= u Ha BUILDOUT MOUNT STRUCTURE a pAsEEPESCRIPTION: SCALE NTS IMAX.DESIGN LOAD s 72 P.S.F.) _u� L Hb PASS THRU DETAIL O TRUSS MOUNT SECTION SCALE.3 7-0" Ko�� SCALE.3"=1'-0" EXISTING HOST ALT.LEG DIRECTION nil moiy)➢JDO,P.E. STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN 12'MIN FROM EDGE OF ACCORDION ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM rri EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2" SPACING,AND 3"MINIMUM EDGE DISTANCE S TOP OR BOTTOM ,1 A% (2)6063-T6 ALUMINUM l•'••• / ANGLES PER BEAM END,SIZE . I 1/2" / PER SPAN TUBE SCHEDULE " No. EMBED. SPAN TUBE PER *' •,�y _ DESIGN SCHEDULE 'd o E EDGE OF ACCORDION z z 1/4-20 ACCESS HOLMACHINE BOLT W/NUT �� 3.5"MIN SHUTTER BLADES f Q 12.O.0 OR 814 x 3/4"SMS 6"D.C. r \.Y TYPICAL m - 1/2"MA%. rr//////, g'��L \�\\3 3"MIN 3 6 -�m ,n 1>1U W u 2.875"0 HOLE(TO RECEIVE EDGE Z=F U 6 9"z ROUNO WINDOW ASSEMBLY) DISTANCE MIN.GLASS 73 cc Z Z O L m W o MAXIMUM OF 3 WINDOWS EXISTING rO L!V� A SEPARATION PER EVERY OTHER BLADE GLASS OR rtC o P W ~LU LU 3 B m DOOR =pz NAV; y V V O W LIGHT-N-VIEW WINDOW a a GE 1/2'MAX <6`,< °off 8 N.T.S. EXTERIOR ELEV LL=O DISTANCE -. '1" Nin a zmm L 5 6 00 m O O l0 3 16 1/4"MAX.FROM PIN GUIDE u�i a0 1 TO BUSHING WASHER TYP. n w~ a 1/4-20 MACHINE BOLT W/NUT @ '^w 1/2° ACHOLE 12"0.0 OR 814 x 3/4"SMS 6"O.C. 2.875'0 HOLE TO SPAN TUBE PERw k d RECEIVE ROUND EMBED. :I DESIGN SCHEDULE `M1VV s WINDOW ASSEMBLY 1/2" (2)6063-T6 ALUMINUM f� o - PAX. ANGLES PER BEAM END,SIZE V.'. e¢m "1 11 PER SPAN TUBE SCHEDULEO M }' EXISTING oo HOST 1/4"0BOLTS SEE BEAM SCHEDULE O zm 6 STRUCTURE SCHEDULEULE FOR REQUIRED NUMBERS u 1/4"All POINTS SOLID SET ANCHORS WITH 7/8"MIN 4 EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM E 0.125" 0 125" SPACING,AND 3°MINIMUM EDGE DISTAI.ICE C\/. p 0.032" 0.032" 3 g MAX,. OA =t 72 PSF c m DESIGN LD v v 0.196" � �� ' 3 SPAN TUBE SECTION / 8 .N.T.S. VERT SECTION / S SPAN TUBE SCHEDULE F \ NUMBER OF 1 ALLOWABLE TUBE NUMBER OF MINIMUM ANGLE o I TUBE SHUTTER ROUND SPAN THRU-BOLTS ANCHORS PER LENGTH „ + -� ANGLE SIZE SPAN ___ ggg 1 I (n g ASSEMBLY TOP BOTTOM TOP BOTTOM TOP DOTTOM TOP BOTTOM a e g / n TUBE TUBE TUBE I TUBE TUBE TUBE TUBE TUBE 1n 60" 123.6' 135.2" 2 2 2 _ 3__4' 7' a R5�a E // e 0.125' 95" 101.7' 106.9" 2 2 J 3_ 7- -'j•-- 4l \ / 123' 09.9' 94.4"- 2 2 --J-- 3 7- 7" K G i1r 60' 120.1' 157_0' 2 7. 2 3 4" 7' IC m � \ 2"xe'k 96' 114.6' 124.1' 2 2 3 3 7' 7" 0.125' gp _ 123' 1028' 109.6" 2 2 4 4 10' 10" Bre@ MISS" 60" 136.0' 196.9" 2 2 3 3 _7" _ 7' g R 5 02.875" 03.250" PT 0.108" � I 0.125 96" 122.7' 155.T 2 2 3 4 _7_0' X - 123" 116.4' 137.6" 2 3 4 5 10" 13'_ 3 ? ' _ 60' 156.1' 240.0" 2 2 3 4 7' 10" y 96" 140.6' 229.9' 2 J A 0 f0' 18" 0:? dips LIGHT-N-VIEW WINDOW �� 01875 123" 1322' 203.1" 3 --5 INN d E s Y2 29 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB \ // SPAN TUBE SCHEDULE NOTES: 03P1PJ5BI7RWL8e0V OPE x3 xl 4 X5 z 4"ANGLES FOR 2"x5"&2"x6"BEAMS. 155-2339 2. USE 2"x5"xl/4"ANGLES FOR 2"xB°&2"x10"BEAMS. SCALE: _ 3. USE BEAM SCHEDULE FOR DETAIL 3/8. pacE DE5CR1pTforv• 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND Or 2 BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.'6. LAP BEAMS ARE NOT ALLOWED. $ 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. 0 a ANCHOR SCHEDULE: CONCRETE A� 2.5"MIN EDGE DISTANCE: fC3 900 4 G C SoanSiUo'-To�6�0 q�?� So-CONWTdB'=3L '.J moans Up To 11'-0" ' •7w y r O ANCHOR (Gsf) CONN-TYPE==ZLCJ� -^CONN TYPE CONN TYPE x Cl HC C3 C4 ,C57 CS C1 1✓�/C4� CS Cl C2 C3 C4 CS 3`/q�• �WITAPCON OAIELCO _'43" 16.0"16!W2 15.0"116,01,16;0" 6.0"16.0'-19:0" 131W*16.0'•16.0" 9.5•• 5.5" 8.5" 14.5" ULTRACON WITH 7 3j%1, -53 16.0"16.0_'10.5".14.5"16.0" 6.0"12.0" 7.0" 10.5"16.0"15.0" 7.5" 4.5" 7.5" 10.5" (_ EMBED MIN 62 16.0" 9,5" 5.5" 8.5" 15.0"15.0'• 7.5" 4.5" 7.5" 10.5" °.• OlFry m; 70_16.0"13.0" 7.0" 16_0"15.5" 8.0 5.0'; 7.5" 11.5"15.0" 7.5 4.5 7.5• 10.5" 7 /BCOMBINATION /i � O 300 15.0" 7.5" 4.5" 7.5" 10.5"15.0" 7.5" 4,5" 7.5" 10.5"15.0" 7.5" 4.5'• 7.S' 10.5" 2 x S ITYP 9 / 10 COMBINATION �M` 1/4"MILLENIUI4 MILLFAST 43 16.0"16.0"15.0"16.0"16.0" 6.0"16.0" 9.0" 13.5" 16.0" 16.0" 8.5" S. 9.0" 13.5" U WITH 1-3/4"EMBED(3275ps1 53 tl,6.0'•11.01 15.0"16.0'•16.0"11.0" 7.0" 10.5"16.0" 13.5" 7.0" 4.5" 7,5" 9.5" O � a�b MIN CONCRETE) 62 5.0" B.5" 13.0"16,0"16.0" 8.5" 5.5" 9,0" 13.5"13,5" 7.0" q5" 7.5" 9.5" � �U�W W 7D 2.0" 7.0" 11.0"16.0" 4.0" 7.0" 4.5" 6.0" 10.5"13.5" 7.0" 45'_ 7.5" 9.5" W5I100 .0" 4.5" 7.5" 9.5" 3.5' 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" q.5" 7.5" 9.5um3W1/4"ELCO CRETEFLEX SS4 43 .0'•16.0"16.0"16.0" 6,0"16.0"13.5"16.0"16.0"16.0"12.5" B.0" 13.0"16.0" 1 x S TYP. 2 x 5 TYP. Z ryW/2"EMBED(3350psiMIN 53 6.0"16.0"16.0"16.0" 60"160"100"35.5"16.0"16.0"10.0" 6.5" 11.0"14.0" W CONC) 62 6.0"12_4 16.0"16.0"16.0•'12.5•' B.0" 13_0"16.0"16.0"10.0" 6.5" 11.0"14.0'70 6.0"10.5"16.0"16.0" 6.0"10.5" 7.0" 11.5"15.0"16.0"10.0" 6.5" 11.0"14.0" No W100 0.0" 6.5" 11.0"14.0" G.0"10.0" 6.5" 11.0"14.0" Sfi.O"10.0" 6.5"111.0"114.0" W W.. s I"MIN EDGE DISTANCE NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING. °ft O a Cl c2 cS ca 6. C1 cz c3 c4 cs Cl cz c3 Cl.. cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4"ITW TAPCON OR ELCO 47 16.0"l6_0" 7.5" 8.0" 16.0"16.0"16.0" 5.0" 5.5" 16,0"16.0" 9,0_ 3.0" q.0 14.0" - C2 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE ri o 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" ANCHORS ONLY EMBED(3192ps1 MIN CONC) 62 16_0"15.5" 4_5•' S.5" 16.0" 6.0" 9.0" 4.0" 14.5'14.5" 7.5" 30.0" - -- �.... / - C4 CONNECTION TYPE USING PIECE®WITH M 70_16.0"12.5" q.0" 5.0" 16:0";5.0" 7.5" /• SI.o"14.5'• 7.5" 10.0" OUTSIDE ANCHORS ONLY 100 14.5" 7.5"��������10.0" S.5" 7.5" �� 10.0"19.5" 7.5" 10,0" 1/4"MILLENIUM MILLFAST 43. 16.0"16:0"11.0"13.5"16.0_!6,0"13_0'• 6.5 9.S. 16.0"13.0" 7.0" 4.0" 6.5" 10.51, W 8 WITH 1.3/4•EMBED(3275ps1 53 16.0"16.0" B.0" 11.0"16.0" 1'60" 9.0" 5.0" 7.5" 16.0" 10,5" 5.5" 5.5" 7.5" ANCHOR NOTES: d MIN CONCRETE ---'- �i ) 62 16.0"11.5" 6.0" 9.0" 16.0"13.5" 7.0" 4,0" 6.5" 11.0" 10.5" 5.5" 5.5" 7.5" P' 70 16.0'• 9.5" 5.5•' 8.0" 16.0" 1.5" 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 ? o ru ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE '1_�lE 100 10.5' S.5" 5.5" 7.5" ;0.5" ter. LIMITED TO THOSE SHOWN IN TABLE.I.(Pg 1). ob G z f fro ALL POltJ7s SOD=SET 1-1/4•MIN EDGE DISTANCE 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, C m 3 LOif ANCHOR W/7/ByFMBED& Cl C2 C3 C4 C5 Cl W 4 CS Cl C2 C3 C4 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR Q L]J4 20 55 MACHIIfE SLRE'W 43 160"16.0" 8.5" 10.5"16.0"16.0•' 5'• 16_0"12.5" 6.5" 3.0" 5.0" SO.w EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (300op51 M[N CONC) _ 53 16.0"15.0" 6.5" 8.0" 16.0"16.0" 0" 15.5"10.0" 5.0" 4.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN. R •� 62 I,,O"11.0" 5.0" 1=1 16.0"12.5" 0" 10.0"10.0" S.0" 4.0" 7.0" \ 3 p 6 70 16.0" 9.0" 4.5" 6:0" 16.0'•;0.5•• 0" 8.0" 10.0^ 5.0"/4.0" 7.0" it 3. SEE 140UNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. J F g v 100 10.0" S. 4:0" 7.0•' 10.0" n," 7.0" io.o" s.o'• 4.0" 7.0'• 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-9D HOLLOW CONCRETE S m BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER g 1/4 ALL•POINTS SOLIDD-ET 3"MEN EDGE.DISTANCE ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE m ANCHOR kLL7/8 EMBED'& CI C2 C3 G1 CS Cl .C2Y TC37i°C4t e@5 Cl C2 C3 C4 CS CONNECTION. TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF O t�• IM-705's S JMACHINESCREW 43 16,0"16.0"16.0"16.0"16.0"16.0"46:0'-'.11:5 SS:O'_dG_0"16.0"11.0" 7.0" 11.0"16.0" CONNECTION TYPE, o b (300 N.CONG)�- 53 16.0"16.0"13.5"16.0"16.0"16.0"14.0" 8.5" 13.5" 8.5" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE •� 62 16.0"16.0"10.5"16,0"16.0"16.0"11.0" 7.0" 11.0"16.0"16.0" 8.5" 5.5" 9.5" 12.0" ONLY. 70 16.0"15.0" 9.0" 14.0"16.0"16.0" 9.0" 6.0" 10.01 . 13.0"!,6,:60;71 6.0 B.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•' S.5" 9.5" 12.0'•16.0'• NK., 5,5" 9,5" 1z.0'• IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 1/a^POWERS 55 DROP-IN 2.5/8"MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER LY/1/4-20 SS BOLT AND Cl I C2 C3 C4 I CS I CI I c2i c3 I C4 C5 CI C2 C3 C4 CS FINISHES. 5 1"EMBED(3000ps1 MIN 43 16.0"16.0^14.0:'16.0"16.0"16.0"14.0'. 7.5" 5.0" 8.0" 11.5•' 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS e CONC) 53 16.0'•16.0" 9.5" 14.0".16_0 1_6.0 9.5 6.0 10.0"16.0"31.5" 6.0'• 4.0" 7.0'• 8.0" VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADE%�UATE WOOD FRAMING 8 liig6 62 16.0"12.5" 7.5" 12.U"16.0"14.5" 7.5" 5.0" B.5" 11.5"11.5" 6.0" 4.0" 7.0" 6.0" MEMBERS NOT PLYWOOD,FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR B SIDE CLOSURE PIECES. ,q 3 70 10.5"16.0"12,0" 6.0" 4.0" 7.5" 9.0" 11.5_ 6.0" 4.0sf " a 100 11.5" 6.0" 4.0^ 7.0" 8.0" 1!1.5" 6.0" 4.0" 7.0•' 8.0" 11.5'• 6.0" 4.0" 7.0" 8.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 3-1/2"MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"V.114)WOOD STUD.3/4• {{ q 1/4"POWERS SS DROP-IN _. EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMIN . LLAAG SCREWS SHALL a ug W 1/4-20 6. C2 5. 6. CS C m / SS BOLT AND 1 C2 C3 C4 CS CI c2 C3 Cq cs HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1°EMBED(3000ps1 MIN 43 16.0 16.0"15.0 16.0"16.0"13.0"14.5" 9.0" 33.5"16.0"15.0" 7.5" 5.0" 9.0" 12.0" CONC) 53 16.0'•16.0^10.5'15.0"16.0^1'6.0^10.0" 6.5" 10.5"16.0" 12.0" 6.0" 4.0" 7.S" B.5" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/7,"ENGAGEMENT OF THREADS IN6g BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER 1!pp g 62 16.0"13.0" B.0" 12.5"Ifi.O"I�I5.0" 8.0' 5,09.0"12,0"12.071 6.0" 4,0" 7.5" B.S' HEAD(SIDEWALK BOLT),U.O.N. as,g 70 16.0"110.5"1 7.0"Ill.0"16.0"1-2; ' 6.5" 4.5" B.0" 9.5" 12.0" 6.0" 4.0" 7.5•• B.5" 9A _d 43 16.0"16.0"11.5' 4 0^ 16.0-116.0"1 ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 000555 _ ag B ClC2 C3 C4 CS 2 0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" 1. 16.0' 1 2"MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, 100 12.0' 7.5" 8.5" 1 032 SMS W/2"EYEWALL C1 C2 C3 C4 C5 CI C2 C3 C4 CS NUT OR WASHER WINGNUT. COPOgc81FRVMLBEt71NmOP.E ARMOR INSERT W/2"EMBED 6.0"16.0" 7.5" 10.0"16.0"16.0" 9.0" 4.5" 6.5" 13.5" 11, MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. iJr'2339 (2000ps1 MIN CONC) 53 16.0"16.0"18.5" 11.0"15.0"16.0"11.5" 5.5" 8.0" 16.0"1q,0" 7,0" 3.5" 5.5" 10,0" 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" 5.5" 10.0'• 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO SCALEI - .s DRILL INTO HOLLOW BLOCK NOR SHO LD IMPACT DRILLS BE USED TO INSTALL PAGE DESCRIPTION! 70 1fi.0"12,0" 6.0" 8.0" 16,0" 1'4.5" 7.5 4.0" 6.0" 10.5"14.0" 7.0" 3.5" 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK 100 14.0" 7.0" 3.5" 5.5" 10,0"14.0" 7.0"W5.5" 10.0"14.0" 7.0" 3.5" 5.5" 10.0"032 SMS W/2.75'EYEWALL 43 16.0"16.0"16.0"1G o., 16.0"16.0•'16.0" 16,0"16.0"11.5" 6.0" 9,5" 16.0_'ARI40R INSERT W/2.5' S3 16.0"16.0"12.0"16.0"16.0"1 .0'•15.0" 16.0"16.0" 9.0" 5.0" 8.0" 13,0"EMBED(2000ps1 MIN C011C) 62 16_0_'16.0" 9_5" 13.5"16.0"16.0"11.5" 16.0"1fi.D" 9.0" 5.0" 8.D" 13,0" _..70 16.0"16.0" B.0" 11.5"16.0"11.0" 9.5" 14.0"16.0" 9.0" 5.0" 8.0" 13.0" ()10016.0" 9.0" 5.0" 8.0" 13.0' 16.0"1 9.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0" qy/v.E. ANCHOR SCHEDULE: CONCRETE (CONT.) °' , NNg9o,� 2-3/16"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE f'7 ri Spans Up To 6.0" Spans UP To W-3" Spans U°To 12'-0" Spans Up To 6'•0" Suns Up To 8'-3" Spans Up To 12'-0" o LOAD CONN TYPE CONN TYPE CONN IYPE CONN TYPE CONN TYPE CONN TYPE O ANCHOR (ps() = CI C2 C3 C4 C5 Cl C2 C7 1 C4 I C5 Cl I C2 I C3 I C4 CS Cl I C2 I C3 C4 I C5 Cl I C2 I C3 1 C4 I CS Cl I C2 C3 1 C4 C5 5/16"ITWTAPCON XL WITH 43 16.0"16.0'•16.0"16.0"16.0'•16.0"116.0"112.0"[16.0"116.0"16.0"11.0" 7.0" 12.0'•16.0'•16.0"16.0"16.0"16.0"16.0"16.0"16_0"12.5"160"160"16.0"11.5•' 7.5" 12.0"16.01-3/4"EMBED(2B99ps1 MiN 5316.0"16.0"14.0"16.D"16.0"16.0"19.5 9.0" 16,0"16.0" 9.0" 6.0" 10.0"12.5"16,0"16.0"14.5"16.0"16.0"16.0"15.0" 9.0" 14.5"16.0"16.0" 9.5" 6.0" L0.5"13CONC -62 16.0"16.0"11.5"16.0"16.0"16.0"i1.5" 7.5" 16.0"16.0" 9.0" 6.0" 10.0"12.5"16,0"16.0"11.5"16.0"16.0"16.0"11.5" 7.5" 12.0'•16.0•'16.0" 9.5" 6.0" 10.5'•13.0'•70 16.0"15.5•' 9.5" 15.0"16.0"16.0" 9.5•' 6.0" 13.5"16.0•' 9.0" 6.0" 10.0•'12.5"16.0"1_6.0"10.0"15.0"16.0•'16.0'•10.0" 6.5" 10.5'•14.0"16.0" 9.5" G.0" 10.5"13.0100 16.0" 9.0" 6.0'• 10.0"12.5"16.0" 9.0" 6.0" 12.5"16.0" 9.0" 6,0" 10.0"12.5•'16.0" 9.5" 6.0" 10.5"13.0"16.0" 9.5" 6.0" 10.5'•13.0•'16.0" 9,5" 6.0" 10.53.0/16"ELCO UL(RACON WITH ,43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"13.5•' 16.0"16.0"12.0" 8,0" 13.5"16.0"16.0"16.0"16.0'•16.0"16.0•'16.0"16.0"15.0•'16.0••16.0"16,0"1 " " 15.0"16.0"1-3/4"EMBED 3500psi MIN 53 16_0'_16.0"16_0"16.0"16_0"16.0" 15.5"10.0'• 16.0"16.0" 9.5" 6.5" 11.5"13.5'16,0"IG.0-16,0"16.0"16.0"16.0"16.0"11.0"16.0'•16.0"16.0"10.5" 7.5" 12.5"15.0" L >222U m CONC) 62 16.016.0••12.5"16.0"16.0"16.0"12.0" 8,0" 16.0"16.0" 9.5" 6,5" 11.5••13.5'16.0"16.0'•14.0"16.0"16.0•'16.0"13.5" 9,0" 15.0"16.0" 16.0"IO.S" 7.5" I2.5"15.0" < U'@. 70 16.0"16.0"10.5"16.0"16.0"16.0"10.0" 7.0" 14.5"16.0" 9.5' 6.5" 11.5"13.5"16.0"16.0"11.5"16.0"16,0"16.0"11.0" 7.5" 17.0"16.0"16.0'•10.5" 7.5" 12.5"15.0" t m$W a100 16.0" 9.5" 6.S' 11.5"13.5"I6.0" 9.5" 6.5" 13.5"16.0" 9.5" 6.5' 11.5"17.5"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•' N W y 3 1/4"304 SS POWERS TAPPER 1-1/2"MIN EDGE DISTANCE _ 3'MIN EDGE DISTANCE W ii W/1-3/4"EMBED(3000psi C1 C2 C3 C4 CS Cl Cl C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS CS Q C7 C9 CS N 3 MIN CONC) 43 16.0"14.5' 6.5" 85" 16.0"12.5" 7.0•' 4.0" 6.0" 12.5" 7.0'• 3.5 4.0" 5.5 16.0"16.0"13.5"16.0'•16.0"16.0"14.0" 8,0'• _12.0"16.0"14.5" 7.5" 4.5" 8.0" 11.5" 3 __3.0 ._ .______- _ 53 14.0" 8.5" 4.5" 6.5" 14.0" 9.0" 4.5" 3.D" 4,5" 9.0" 6,0" 3.0" 3.0" 4,0" 16.0"16.0" 9.5" 13.5"16.0"16.0" 9.5" 6.0" 9.5" 16.0"12.0" 6.0•• 4.D" 6.5" 8.5" g 7.5' S5" 12.0" 7.0" 3.5" 4.0" 6.0" 6.0•' 3.0" 3.0" 4,0" 16.0"13.0" 7.5" 11.0"16.0"14.5" 7.5" S.0" 8.0" 12.0"12.0" 6.0" 4.0" 6.5" B.5" 2 -_.__. . _. _ _ _.___ 70 9.5_ 5.0" 7.0" 5.0_10.0" 6.0" 3.0" 3.5" 4.5" 6.0" 3.0" 3.0" 4.0" 16.0"10.5" 6.5" 10.0"16.0"12.5" 6.5" 4.0" 7.0" 9.0" 12.0" 6.0" 4.0" 6,5" 8.5" 7.0" 4.0" 6.0" 3.0" 7.0" 4.0" 12.0" 6.0" 4.0' 6.5" 8.5" 12.0" 6.0•' 4.0" 6.5" 8.5" 12.0" 6.0'• 4,0" 6.5" 8.5" ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 8 1"MIN EDGE DISTANCE 2-1/2"MIN EDGE DISTANCE ua Y -.... .. _ .._ LOAD Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" Spans Up To 6'-0" Spans Up To B'-3" Spans Up To 12'-0" (ps) CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE F g, e s ANCHOR I Cl C2 C3 C4 I CS Cl C2 C3 C4 CS C1 C2 C3 C4 C5 Cl C2 C3 C4 CS Cl I C2 C3 C4 CS Cl I C2 C3 C4 C5 1/4'ITW TAPCON WITH 43 1,., 7.0" 3.5" 8.5" 6.0" 3.5" 6.0" 3.5" 11.5"10.0'• 5.0" 6.5" 11.5" B.5•' 4.5" 3,0" 4.5" 8.5- 4.5" 3,0" 1.0" ��c�p m 1-1/4"EMBED 53 7.0" 4.0" '7.0" 4,5 4.5" 9.5" 6.0" 3.5" 5.0" 9.5" 6,0'• 3.0" 3.5" 6.0" 4,0•' 62 5.5" J.0". "6.0" 3.5" 8.0" 4.0" 4.5" 8.0" 5.0" 3.0" 4.0" 4,0" �m< 70 4.5" 5.0" 3.0". 6.5" 3.5" 3.5" 6.5" 4.0" 3.0" 4.0" ___ m E 100 4.0" �� 4.0" 4,0" 1/4"ELCO ULTRACON WITH 43 13.0"10.5" 6.5" 13.0" 9.0" 9.0" 13.0"IO.S' 4.5" 6.0" 13.0" 9.0" 5.0" 3.0" 4.0" 9.0" 5.0'• 4.0•' V1.1/4"EMBED 53 10.5" 6.5" 10.5" 6.5" 6.5" a -10.5• .5"" 3.5• -.0" 10.5" 6.5"; 3.5' 3.5" 6..5• 9.0" 33..00" 40"! 62 B.5" 9.0B.S9.0" 5.0"!• " o S m 70 7.0•' 7.5" 7.0" 3.5" 3.5'• 7.5" 4.5": 3.0" 100 m 4.0"! 3.0" 4.0" 3.0" U� 0 ANC1/4"FOR W/IUM t4"EMBED 43 12.5"10.5" 4.0" 5,0" I2.5" 9.0"_ 5.0" 9.0" 5.0" 4.0" 13.5"1.5" 5.5" 7.5" 17:5"10.0'. 5.5" 5.0" 10.0" 5,5" m ANCHOR Y!/1-1/4"EFIBED 53 10.0'• 6.0" 4.D" 10.0" 6.5" - a / 6.0" 4.0" 11.0" 6.5" 4.0" 5.5" 11.0" 7.0 62 8.0" 4.5" 8.5" 5.0" 4.0" 4.0" 9.0" 5.0" 5.0'• 9.5" 5.5" 70 6.5" 7.5" 4.0" 4.0" 8.0" 4,5" d.5" rn' 100 4.0" 4.0" U ' 3 1/4"ALL-POINTS SOLID-SEf 1-1/4'MIN EDGE DISTANCE 7."MIN EDGE DISTANCE u ... .. _ - ,9, O ANCHOR W/7/8"EMBED& Cl C2 C3 C4 CS C1 C2 C3 C4 CS Cl C2 C7 C4 CS C1 C2 C3 C9 CS CI C2 C3 U CS Cl C2 C3 C9 CS Jo 1/4-20 SS MACHINE SCREW 43 15.0"13.0" 5.0" 6.0" 15.0'.11.0" 6.0" 3,0" 4,0" 11.0" 6.0" 3.0" 5.0" 1fi.0"16.0" 8.5" 10.0"16.0"16.0"10.5" 5,0" 7.0" 16.0"11.0" 5.5" 3.0" 4.5•' 1.5" m x S3 12.5" 7.5" 3.5" 4.5" 12.5" 8.0" 4.0" 3.5" 8.0" 5.0" 3.5" 16.0"17.0" 6.0" 8.0" 16.0"14.0" 7.5" 4.0" S.5" 13.5" 9.0" 4.5" d.0" 6.5" -. __-.6.0" -__.__.. _ 9 ,• 62 10.0" 5.5" 4.0" 10.5" 6.5" 3.0" 5.0" 5.0" 3.5" I6_.0" 9.5" 5.0•' 6.5" 16.0"11.0'• 5.5" 1.0" 4.5" 9.0" 9.0" 4.5'• 4.0.. 6.5" -1 70 8.5" 4.5" 14.5" 8.0'• 4.0"1 6.0" 15.5.' 9.5" 4.0" 7.0" 9.0.' 4.5'_ E 100 I,., 3.5" 5.0" 3.5" 5.0" 3.5" 9.0" 4.5" 4.0" 6.5'• 9.0" 4.5" 4.0" GS" 9.0" 4.5" 4.0•' 6.5" `�p@y 5/16"ITW TAPCON XL WITH ._- 3"MIN EDGE DISTANCE q"t41N_EDGE DISTANCE �t4yq m 1-3/4'EMBED CI C2 C3 C4 CS CI C2 CJ C9 CS Cl C2 C3 C4 C5 CS C2 C3 I C4 I CS I Cl C2 C3 I C4 C5 Cl C2 C7 C4 C5 9 a 43 16.0" 9.0•' 12_0"16.0_'14.0" 7.5" 5.0" 8.5" 14.0" 8.0" 4.0" 3.0" 5.5" 6,5" 67 53 15.5" 9.5" 6.0" 9.5" 15,5"10.0" 5.0"1 6.5" 10.0" 6.5" 4.5" 4.5•• tiff a6 � 62 13.0" 7.0" 4.5" 8.0" 13.0" 0.0 4.0" S.5" 6.5" 6.5" 4.5" 4.5" tl� 70 10.5" 5.5" 4.0" 7,0" 11.0" 6.5"/ 5.0" 5.0" 6.5" 4.5" 4.5" 100 6.5" 3.0" Z4.5"14.5- 6.5" 4.5" 4.5" 6.5" 4.5' 4.5" {a,Q®y"� 1-9/16'MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE rO 5/36"ELCO ULTRACON WITH CI 1. C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 CJ C4 CS Z � I.1/4'EMBED 43 12.0"10.0" 12.0" 8.5" 8,5" 16.0"16.0" 8.5" 11.0 16.0"15.0 8.5 7.5 15.0 8.5 7.0 OOMT=FRWLEIIPUPDOP.E. 53 9.5" 6.0 9.5" 6.0" G.0" 16.0"10.5" 6.0" 8.5" 16.0"Il.D^ 6.0" lo.s'• 7.0•• 15-2339 E 62 8.0" 8.0" 14.0" 7.5"% 7.0" 14.5" 8.5" 7.0" 7.0'• SCALE:� __. .. s 70 6.5" 7.0" 11.5" 6.0" 6.0'• 12.0" 7.0" 7.0•' SPAGE CAM �+ ANCHOR NOTES:SEE SHEET O 9 FOR ANCHOR NOTES. Y' -1 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 2'MIN EDGE DISTANCE ``� F G LOAD Spans UD 70 6'-0" Spans Uo 7o e'-3" Spans UD To 12'•0" sty, ' j7 S wry' ANCHOR CONN TYPE CONN TYPE CONN TYPE rn a: (Vs0 Cl C2 C3 C4 CS Cl C2 C3 I C4 I CS Cl C2 C3 C4 CS S 0 ACt p12 SMS V//7i"EYEWALL 43 16.0"16.0" 7.5" 9.0" 16.0"15.5" 8.5" 4.5'1 6.5" 15,5" 8.5" 4.5" 4,0" 7.0" * VJ 3 ARMOR INSER W/1-1/4" 57 16.0"10.5" 5.0" 7.0" 16.0"I l.0" 6.0" 3.5" S. 11.0" 7.0" 3.5"/3.5" 5.0" 0 g EMBED 62 14.0" 7.5" 4.0" 6.0" 14.5" 9.0" 4.5" 4.0" 7.0" 7.0" 3.5"/3.5" 5.0" i m 70 11.5" 6.0" 3.5" 5.5" 12.5" 7,5" 7.0" 3.5" 3.5" 5.0" �. m 100 7.0" 3.5" 3.5" 5.0" 7.0" 3.5"/3.5" 5.0" 7.0" 3.5"/3.5" 5.0" '�i��O/CC�• fir ANCHORS SCHEDULE: WOOD (G=0.55) ,,, u' _ 3/4'MIN EDGE DISTANCE j1(J w .. --fns G LOAD Spans Up To 6'-D" Spans Uo To B'-3" Sons Up To 12'•0" ll a W v-z a CONN TYPE CONN TYPE CONN TYPE /WVt ° 0 ANCHOR (psN Z u m W x Cl C2 C3 C4 CS Cl C2 I C3 C4 C5 Cl C2 I C3 I C4 CS TH IN THREAD D NEf1/4"LAG SCR 1RAT. N 4" 53 16.0"16.0" 8.5" 16 A"16.0"16.0"16.0" 6.0" 7.0" 16.0•'16.0"11.5" 4.0' 5.0" 16.0" W N«,y^,+� 62 16.0"16.0" 7.0" 8.5" 16.0"16.0"14.5" 5.0" 6.0" 16.0"16,0"11.5" q.0" 5.0" 16.0" �Q 70 16.0"16.0" 6.0" 7.5" 16.0"16.0"12.5•' 4.0" 5.5" 16.0"16.0"11.5" 4.0" 5.0" 16.0" 100 16.0"31.5" 4.0•' 5.0'• 16.0"16.0"11.5" A-O" 5.0" 16.0"I6.0"11.5" 4.0" 5.0" 16.0" a 7/16"WOOD BUSHING WITH 43 16.0"I6.0" 8.0" _10.0"16.0"15.5" 0.5" q,5" 7.0" 15.5" 8.5" 4.5" 4.5" 7.0" 1.13"MIN EMBED B.I/4-20 53 I6.0"10.5" 5.5" 8.0" 16.0" 11.0" 6.0" 3.5" 5.5" 11.0" 7.0" 3.5" 4.0'• S. V SSM SCREW 62_14.0" 8,0' 4.5" 6.5" 14.5" 9.0" 4.5" 3.0" 4.5 7.0" 7.0" 3.5" 4.0" 5.0" O 70 17..0' 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" 4.0" 5.5" 7.0" 3.5" 4.0" 5.0" ' -_- 0 100 7.0" 3.5" 4.0" 5.0" 7.0" J.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0'• 914 SMS OR 11 4 WOOD 43 16.0"16.0" 12.5"14.5"16.0"16.0"16.0" 8.0" ID.O"16.0"16.0"11.5" 5.0" 7.0" 16.0" y_y SCREW WITH -3/4'MIN 53116.0"116.0" 9.0" 11.5"16.0"16.0"15.0" 6.0" 8.0" 16.0"16.0" 9.5" 4.0" 5.5" 13.0" W d THREAD PEN (RATION 62 16.0"16.0" 7.5" 9_5" 16.0"16.0"11.5" 5.0" 7.0" 16.0"16.0" 9.5" 4.0" 5.5" 13,0" K� .nom-,-,�•,,-�w-,,, 70 16.0"16.0" 6.5" 8.5" 16.0"16.0'•10.0" 4.5" 6.0" 14.0"36.0" 9.5" 4.0" 5,5" 13.0" y o m I 100 16.0" 9.5" 4.0" 5.5" 1].0"16.0" 9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4.0" 5.5" 13.0" ,� n ANCHORSCHEDULE: WOOD (G=0.42) QZm Qr � � � uuuy111 a 3/4"MIN EDGE DISTANCE m E o Rb G LOAD _Spans Uo To 6'-0" Spans Up To 8'-3" Spans Up To 12'•0" ..`() F"w m o ANCHOR CONN TYPE CONN TYPE CONN TYPE 1 5 W i Ip511 CI C2 1 Cl I C4 I CS Cl I C2 C3 I C4 I CS Cl C2' C3 I C4 CS a o g 1/4"LAG SCRE WITH 1-3/4" 43 16.0"16,D" 9.0•'110.0"116.0"16.0"16.0" 5.5" 7.0" 16.0"16.0" 9.5" 3.5" 4.5" 15.0" g MIN THREAD P NETRATION 53_I6.0"16.0" 6.5" 8.0" 16.0"16.0" a 12. _15.0" 7.5 3.0" 4.0' 110" 62 5.0 15,0 15.0 .00 . 7,5" 3 4.0" 13.0" O 7 0 ° I 70 16.0"13.5" 4.5" 6.0" 16.0'16.0" 8.0" 3,0" 4.0" 11.5"15.0' 7.5" 3.0" 4.0" 11.0" .0" 8 100 15 7.5" 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4.0" 11.0" S14 SMS IT 414 WOOD 43 16.0"16.0" 8.5" 10.5"16.0"16.0"12.5" 5.5" 7.0" 16.0" 13.0" 6.5" 3.5" 5.0" u 8 p� SCREW WITH 13/4"MIN 53 16.0" 16.0" 6.5" 8.0" 16.0"16.0" 8.51' 2.5" 4.0" 7,5" THREAD PENN 62 16.0"LI.S" 5.0" 7.0" 16.0"13.0" 6.5" 3.5 5.0" 10.5"10.5" 5.5" 2:5"_ 4.0" 7,5" m 70 16.0" 9.5" 4.5" 6_0" 16.0"ll_0" 5.5" 3.0" 4.0" B_0" 10.5" 5.5" 2.5" 4.0" 7.5" 100 10.5" S.S' 2.5" 4.0., 7.5" 10.5" 5.5" 10.5" 5.5" 2.5" 4.0" 7.5" ANCHORISCHEDULE: GROUT-FILLED CONCRETE BLOCK g _ 4'MIN EDGE DISTANCE _ II B G LOAD Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" � O ANCHOR fp50 CONN TYPE CONN TYPE CONN TYPE °S! sl ,t x C1 C2 C3 I C4 I C5 Cl I C2 I C3 I C4 I CS Cl I C2 C3 I C4 I CS e 5/16'ITW TAPCON XL W/ 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"15.0"16.0"16.0"16.0"15.0" 9.0" 14.0 16,0" papa 2-1/4'MIN.EMBED 53 16,0"16.0"16.0"36_0"16.0"16.0'16,0"11.0"16.0"16.0" I6.D"12.0" 7.5" 12.0"16.01, 62 16.0"16.0"14.0"16.0"16.0"16.0"15.0" 9.0" 14.0"16.0"16.0"12.0" 7.5" 12.0"16.D" a vpy 70 16.0"16.0"11.5"16.0"16_0"16.0"12.5" 8.0" 12.5"16_0"16_0"12_O" 7.5" 12.0"16.0" I � R 100 16.0'12.0" 7.5" 12.0"16.0"16,0"12.0" 7.5" 12.0"16.0"16.0"12.0" 7,5" 12.0"16.0" 7 0 5/16'ELCO ULTRACON W/ 43 16.0"16.0"10.5"14.0"16.0"16,0"10.5" 6,5" 9.5" 16.0"11.0" 5.5" 6.5" 9.0" S�� @ g W O 2.1/4'MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16.0"14.0" 7.5" 7.5" 13.5' 9.0" 6.5" COPYRlMFRMRLRU3WWPE O z I _ 1. STANCE I �� F 6.S.T m _62_ 10.0" fi.0" 9.0" 16.0"11.0" 5.5' 6.5" 9.0" 9.0•• 15-2339 - 7D IS.D" 8,0" 5.0" 8.0. 15.5" 9.5" 5.5" 7.0" 9.0" � 6.5, SCALE: s = 100 9.0" 5.5" 6.5" 9.0•' S.5" 6,5" 9.0" �%6.5" IDD - "'----"--"- PAGl DE6CR3 PTIONi F, _ CI C2 C7 C4 C5 C1 IN _ E _TAN CS_ C1 C2_ C3 C4 CS y� 612 SMS 112'EYEWALL 43 16.0"16.0" 9.5" 11.5"16.0"16.0"14.0" 6,0" 8.0" 16.0"14.5" 7.5" 3.5" v9 T ARMOR INSERTIW/2'EMBED 53 16,0"16.0" 7.0" 9.0" 16.0"16.0" 9.5" 4.5" 62 16.0"13.0" 5.5" 7.5" 16.0"14.5' 7.5" 3.5" 5.5" _12.0"11.5" 6.0" 3.0" 70 16.0"10.5" 5.0" 6.5' 16.0" ANCHOR NOTES:SEE SHEET -- 9 FOR ANCHOR NOTES. 100 11.5" 6.0" 3.0" 4.5' 8.5" 13.5" 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5" 8.5"