Loading...
HomeMy WebLinkAboutProduct Approval 3/6/2018 Florida Building Code Online Business & Professional . i f nn BCIS Home Log In ( User Registration Hot Topics Submit Surcharge I Stats&Facts Publications I FBC Staff ! BCIS Site Map Links Search ri 4� Product Approval USER:Public User Product ADDroval Menu>Product or Application Search>AQplication List>Application Detail j,• q FL# FL13757-R6 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 Bennardo 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 oo n ` , Subcategory Accordion �v 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. 4 Validation Checklist- Hardcopy Received Certificate of Independence FL13757_g6_M_jnd_ep_LpgJf FL1375Z_BS_S�4i_inR2 Psf FL 13 757_BS_=-1adeapdf 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 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKqqkMAsTBN9A%3d%3d 1/2 3/6/2018 Florida Building Code Online Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757_M_E4uLv—E_qujy Wj FL13757_R6_Eq uiv_Equiv2.pdf FL1375Z_Bb_EAuiv—Eg iv .p 15_f 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 ............._..........._,___._.__._j`__.._.— _............_.... ._._.____. _ 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_Rh_II_Dwg1.pf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See installation drawings for allowable span/pressure FL13757_R6_AE_Eval1 df combinations and additional limitations of use. Created by Independent Third Party: Yes 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757_R6_II_Dwg2.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See installation drawings for allowable span/pressure FL13757_U_AE_Eval2.pLJf combinations and additional limitations of use. Created by Independent Third Party: Yes 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 FL3 7 7_R6_II_Dwg3.pdf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +110/-128 Evaluation Reports Other: See product drawing for additional information, FL13757_g¢_&E_Eval3.pd anchorage, etc. Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Qpyright 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 mall.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 b=e_. Product Approval Accepts: ® ® 99 Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKqqkMAsTBN9A%3d°/a3d 2/2 6.8 ACCORDION SHUTTER FAANI L�NNARDO,F E. ,,1111 1 FOR USE WITHIN AND OUTSIDE THE HVHZU �K••CENS•.lvi �•' 4� TABLE 7 TABLE 2 TABLE 1 NO PF0046 ALLOWABL119 SWI CHEDU LE MINIMUM SEPARATION FROM GLASS TABLE 3 ALLOWABLE SPAN SCHEDULE =-0 =A : FOR USE WITHIN THE HVHZ FOR USE WRASTM ESSENTIAL FACILITIES ONLY HIN THE HVHZ ALLOWABLE SPAN _n Q: b a HVHZ HVHZ SCHEDULE MINIMUM SEPARATION MINIMUM!SEPARATION % 7.07E M L_ POSITIVE POSITIVE WIND HVHZ FROM GLASS NON-HVHZ FROM GLASS % ••'��ORtOP `�•m S'" W80 LOAD LOAD WITH NEGATIVE POSITIVE POSITIVE DESIGN WITH CENTERMATES WIND LOAD DESIGN SIKITTE71 S� '-....... ILL N�yI WIND UNIMATE to ALL PRESSURE BPAN NSTALLATI0713 j NSiALLATK)NS POSIINE AND DESIGN SHUTTER NSTALLATKONS INSTALLATgNS //�N L4 LOAD(PSF) O MOUNTING (PSF) S30'ABOVE >WABOVE DESIGN PRESSURE SPAN / AL1E71 NEGATIVE WIND i30 ABOVE >30 ABOVE // 1 = ORO a 32 GRADE GRADE W0D LOAD ALL (P� GRADE GRADE Q C>U ORO a O CONDITIONS•• (N.) (BL) (PBFl MOUNTING (N•) (K) U0. <m _'� 23.8 155• 1ST 158' 20.9 100' 5.r 3A' CONDITIONS"• or a1' 1.1• Zor &V 1.11 IL p j '11�( 20.0 1St• 1ST 158• op• 3T 1s NA � _155• 30 BO• ar 1.4• W 01 W xA^ z D 30.0 142* 150' 155• 30 0eA - _ 15T 120" a7' 1A' 3 ti•S V 30.0 lar 1ST 758• 1701aT 1.8' OOA 148' 100• SA• 3.6' IR C c T z 40.0 137• 146' 1ST 158• dT a51 a" -_ __14T 5T a1• 1.1• ow w 46.0 13r 141• 106' BO• 3A• 1.1• 70.0 tar or 3.1• IT '�D 80.0 12V 13r 150• -9D' s.0' Id 76A _ 133• 100• 3.1• 1P 06.0 12T 13C 156• 40 ^r-1� � IT 80.0 170• � 12• 3.1' 2S 1ZT 3A' 2S 85.0 128• 1sT SS 2.1, BOA 12t• 1s7• 146' _._ .. 06.0 121• 12T 143' 132' 0.T 2.8• 80.0 121• 1ST ST 4.T a 70.0 11T 128• 13r 146' 0.T 3.6' B6.0 118' air aY 1.1• 75.0 111, 12P 133• aT 9.0" 1.1• 100.0 --11T or at• 1.1, �1 80.0 116' 12r 128' oT ST 1.T 106.0 117 108' 11• 2.T y y ri 60 for aT 2A• 110.0 11T 1�' af• 2.6' W a6A 11S 120' 128• 12T aT 2.6' 116.0 101, 137' bl a7• 0: 80.0 11r 17T 121' 86.0 11T 77T 178' 13r 51, 38• 12DI 106• 1ST 88' 6.r y - -- 100.0 fOT 176' 116' or 3.0" Ir 125A 103" or a1• I.I. �7.G m 106.0 for 11r 11r �• s.0' fA• 13" 101• or 11• 18' irl 110.0 100• 11T 11T /o8' sA• 2.r 135.0 or BO 100• a1• 21• all 110.0 108' for for 191• 51, 3S 140.0 o6' 12V a1" 2.r 120A 10t 106• t06• OT aT 1? 140.0 or 14• SC 5.0• 1° 120.0 103• 70 6M 3A• 1$ 100.0 BT or at• 1.11 130.0 for oT 3A• 2A• 166A or sP a1' 1A• E 130.0 oT 128' 51, 3$ 160.0 or 70 or 3.11 1.T 140.0 88• or 301 7? 1s" a1• 12T 3.1• aT ? a R 145.0 or Bego 3A" 1.r 17o.0 7r 13r 6.8• 4.6' 150.0 or o8' 3A• 2J• 170.0 7a' or 11• 1? 156.0 08' 118' 38• 38• 1BDA 7M M• SI• 18• R 180.0 or 801 30" 1.T /s" 7r 80 oT at• 2.2• 0'. 186.0B1• 710 w 9.P 1.8' 100.0 7T 12T ST 3A• 170.0 7r oT 3A• 2A' 106.0 eB' 121• 6.B' aT 17x0 78' 11T &r 3.T 200.0 aT eT 3.1• 5 180.0 - - 74• _00• __3.T IA' ��FOR BUILDOUT MOUNT MAXIMUM 110 w a1" I 18' LL 1850 1 Tr 12D W _ 3.T_ IT BT__ 11' 2A• 5 • fo00 - SPANS AND PRESSURES,SEE `q A II 105• 3.1" 3.1• TABLE CION SHEET 6/13 -or- 3.8" S.s' a ^8 s 186.0 0B' S0' s.1• tY 2DOA _ _ �. FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE --B/•T S1• - 1A• q r 86 TABLE C ON SHEET 6/13 120 a U I ' 88' 3.1• 106' 3.1• 3A• TABLE 1 AND 2 NOTES: 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD TABLE 3 AND 4 NOTES: ! A COUNTY FLORIDA. 1. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN pBpC 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. i SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN O �1 TN 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN } PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. ^ SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN yg 3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND '1 PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 6 �R OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: (1 lv( 3. NO SEPARATION FROM GLASS IS REQUIRED FOR ■ IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE \\\V\ INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF �'..ORWILBNY00 vE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR - THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. 15_2338 THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES �+� 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND - AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE:IT MGMB' HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM PRESSURES ARE AWAY FROM THE HOST STRUCTURE. WITH THE BACK OF THE SUIT FACING OUTWARD. 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT Or S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICANE PROTECTION PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, 13 THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE - @> BE USED. USED. �_j $$ f \�\x pr/// PNAN[L SENNNDO,P.E. Y / UCEIV 9,L 7 * i No PE0046549 _ _-0 u �O'f� STATE OF N ��15's'��CRIDA ��/ • wxgg $ GENERAL NOTES: / NAL ENG\��\\ W( N u sA i. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES - NO LIMIT R ow U c CODE SIXTH EDITION(2017),FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE �<w ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE m z ((IRC)). 06 THIS SYSTEM MEETS MISSILE LEVEL'D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ZX -N 'e2 ASTf1 E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION WW oN 9 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE v"w z DETERMINED PER SEPARATE CtIGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE -TOP TRACK f�j'� N CH W REQUIREMENTS AS DETEP.MINED-N ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA V7/iN,i/�llf� w BUILDING CUDE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE o w W CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. O 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. M 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND ZONES,IN ACCORDANCE WITH ASTM E1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL Z w PLAN r. 2 CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. a_j 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. (4 a VIEW w E 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE m$s LL DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR W rc WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 SHALL BE USED. 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC in SITE.9. THESE INSTALLATION iNS1 RUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL _jONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME xPRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER a61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE.10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE wCONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR wVERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROMd THE STRUCTURAL SUBSTRATES DETAILED HEREIN. R 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING 3S OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND RIM a F SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE BOTTOM TRACK DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. e 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN&COUNTRY INDUSTRIES LOCKING MECHANISM SEE FORT LAUDERDALE FL TYPICAL PLAN VIEWS MISSILE LEVEL D-ASTM E18R,E1996&E330 pp TAS 201 202&203 FLORIDA PRODUCE APPROVAL NUMBER I=e 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCORDION $ ss 14. ALL K.S.I. aaad; BOLTS AND WASHERS(IXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A SHUTTER ELEVATION MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16'0 5052 + ALUM.ALLOY. N T.S IY 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. ei/6 16, TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE, 17. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. 991 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE CVVWff xMLM9WoOPE. ABOVE-NOTED BUILDING CODE 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING 15-2338 REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE SCALzi BACK OF THE SLAT FACING OUTWARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PAW PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 23. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK X93 I I ``11111` MAA L.Ik"N ,P.E. 2874'• PROJECTION VARIES 3.610' 1.994" ��`e1�:. 49 •••"• . I' .115" 4.874' MAX. _P.•' LIC • 068" 2.782" 1.907' `4�`'• , 1.825" 125" 1825" r 1825' .997" 1.82 " 1. 1.706' 143" .143" /y�� _ r N �--{f o 1708" .100' 1. IDEO046549 _ H 100 1.7 8" ��700" a N .100" 1 708" .100" a 143''+ ' cu 143• m 1.099, 7q5''1 195" = ,5' _- 96" .195" I' 1.3' 1.195" T� 1 143•m _ 100 a N 4�� a� 062' • o062' kl .095" 062' 200' 1069'., v, � 200"J In 6 2 .630' 630' 4MIll 11W062" 62'• 200" .062" 200" n 1.510' 062"mm6C8'630 1 150 971" �> i 1. 69' .971" 09 09s' _588' Z u 1 x•4069' 2.822" 22.728' ru> t�7� 1.2 0" 1 0" .095" 971 .030' 2.748' p Yr 10 10 0 W` 5.745"M X 5 745"MAX. 3 610" W on du BOG Oj WALL O BUILD OUT WALL O HEAVY 2-LEG WALL O LITE 2-LEG WALL O HEAVY' HEADER SILL F, LITE HEADER/SILL 3:v, SCALE HALF SIZ SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE v SCALE HALF SIZE SCALE HALF SIZE C,W W 6 NG A WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 2.655' 2 655•' 1.825' .875' 2.195' 1.230' n 1825" 2.195" .510' y Y 1.583" II fi55' 2.365' a°ygS 8 600 99 510" , Ll 10• .460' .085' _ Win.1 7 to r1 0 0 I C �.�a n .n 101, 400'ry �' ^• Vml P o in .895' A, C� ry .c 90 N ^' .621' 1401 N N .105 o III N z O c .105 N I .105' N I TYP i ti ., ,x•.060'0 " TY 831 105" 1 230" 1.069' .621' E 875" 7 YP 3.635" 781' ^ E 3 5 8 1.985' I O 2 300" 250'. 4.510" --! 4.510' , 2.195' ��4.510'--i g 2.195' m O7 SILL BOSILL ADAPTER 10 EXTENDED SILL ADAPTOR 11 MID SILL 12 Mlr) SILL ADAPTOR SCALE HALF SIZE Og EXTENDED SILL SCALE HALF SIZE SCALE HALF 512E SCA-E HALF SIZE SCALE HALF SIZE SCALE-HALF SIZE 1.994' .143' 143' 4 603" 30 225• 314 `708' in �21. �97 32s" v 043" A6 15OR 3.963'.0 2" o m 1.570' .510' q yy qq qq e 1.625" .069" 3.410' i� .341' o 0.080' <. 1! 1.721' .133' 0.080' 0.117'N II 13 TYP. 6.8 SLAT/BLADE 17 6.8 STARTER .682' .630' .096 m = JF.060' SCALE HALF SIZE SCALE HALF SIZE 130' m .0 2822• o y o p 0.115' ,^o i Qg0 a Ei C6 621' I� 4 510•' 0 16 RADIUS CEILING HEADER/SILL `0 0.096' 186 WALL SILL ■ .310' o o� SCALE HALF SIZE N .180' .080' SCALE HALF SIZE 4.102' n N fl 227" 630' .080'Ai �' 0.080' m G>Or111iRIMRLB8M10orE �==�OS4' � 15-2338 SCALM .420' PAN 14 CEILING HEADER/SILL 15 6.8 STACK/CONECTOR SLAT/BLADE SCALE HALF SIZE 8 WALL SILL CLIP j$ `g$ SCALE HALF SIZE SCALE HALF SIZE 8• ��,JJI 3750 1.950" 2.018' 010-24 THUMB �-.••' 1025' �+ SCREW-4 STAINLESS STEEL �.'1•IGE '•.'9 - y 10' m ASSEMBLY m `I - / m 1>Z. Z m o 3200 HOLE o No PE0046549 F W ^ �: N m m 1 - 00 N 1'? w 050" NYLON �+ _aO o m t0 N .062' WHEEL O NN 1.1 00" :pQ•'• STATE OF :•( '�r 1 5' MAX j .240 750" �(� '•"10FI1 O>'.•'• M 3 n ` TINSIDEYP TJONTRAT TOP R /�S , ", U. 20 RECESS SILL FOR USE WITH -870 //S/ANAL�t� WW gin 1g ANGLE SCALE.HALF SIZE ® AND ®ONLY CYLINDER-5000 BRASS.NICKEL PLATED /Il jlilt L aV„ 42 ROLLER ASSEMBLY HOUSING-ZINC DICAST,POWDER COATED �-n <w` l7 SCALE.HALF SIZE 21 SLIDE ROD SCALE HALF SIZE NOTE MAY BE KEY OPERATED OUTSIDE OR THUMB a SCALE:HALF S1ZE TURN OPERATED INSIDE. Z ".250' 23 BRASS PUSH LOCK W Lt ,,j� z b NYLON WASHER SCALE HALF SIZE it a _ OR ALUMINUM ju OJ Ci (NYLON BUSHING 276, 357' 'PS$S' 4.000' O W Fi OPTIONAU �' .500' 14 x 2-3/4"410 HT S.S rn o P CREW W/ N•062' IN m C ULTRACOTE COATING 2250, c n TYP TOP&BOTTOM) -' •y 1 5' o m ri WASHER .. .154' .137' NWg 7/16,0 x i/2"P INTERIOR JOINT TOP _ 111Iiiilriiii .224' 7/16"0 x 1'CD INTERIOR JOINT BOTTOM EITHER CAN BE USED ON EXTERIOR 2B BOX CENTER INSERT a SCALE:HALF SIZE c e BUSHING ASSEMBLY DETAIL o3 ee 24 27 RAINGUARD 28 DECORATIVE FLOOR TRACK =� SCALE HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE 53.47a• 1..976' v 2.11..25' .623' 1.742' .236' .2864 c. mro 2 70 " N 7 7002" .22�1664'"2" .267' 110' 2 6S" - _ 3E m 2 289"443' 443 In .090' m 1.084' m 00 il6' .284 200 1,1001", o N N 190250N50" 125' vm 236' 3.443' .496' 125"* 125" e1.068' o T 6' 190' t25"1.710' 4 nj .160' ,062' 1U .222')L4 062' sum S 29 2003 6.8 CENTER MATE 30 UNIMATE LOCK 31 MALE BOX CENTER ? 32 FEMALE BOX CENTER 33 OUTSIDE CENTER MATE 34 INSIDE CENTER MATE SCALE.HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE q q IT I.062 7/16"0 STAINLESS ' >��>3 �! STEEL NUT �5 NOTE ATTACHMENT SCREWS FOR O 5.500' x 13/16' WIDE ".400' I:: END STRIPS SMALL BE M10 TORX pg 1 EWi HEAD STYLE VARIES W OR PHILLIPS DRIVE SCREWS. ••• Re1LLIIIIp A 30 O Op HAND-TIGHTENED ONLY �!! 38 THUMB SCREW SCALE FULL SIZE .250' -f W M ,pF* 1/4-21 OR 5 16-18x1 n y in in M1/4 ICCHINE0xSCREW STAINLESS n^u M 5/16"0 INTERNAL STEEL v �,s CD"VVI ITRYINIL999VMOPE .188' THREAD o o�x TYP. 37 T-SCREW INSERT o �, ti `' 15-2338 ni 1.050' .Ir .6B9' POWDER COATED.ZINC DIE-CAST ri^ - SCALE:FULL SIZE Kw�I DELTA MODEL 2022 SECTION A 36 T_LOCK ADAPTER o .254• 40 40b 40c �_ INDUSTRIAL SYSTEMS (OPTIONAL) 7.000' - 35 BOX LOCK SCALE:HALF SIZE END STRIP 1" I y3 SCALE HALF SIZE 39 2X7 ANGLE 2" & 3" EXT R. SCALE HALF SIZE P .hY 125• SCALE: HALF SIZE a $a e \`17 71111 11 1 111 FtIMBI L BBINM00�P'.E k13 ER LM 78"O.C. EXISTING GLASS EDGE DIST. EXISTING GLASS `�` Y ANCHOR SHOWN OR SCHEDULE) DIST. 0046 r 4: Na 004654 l SIL`, (INTERIOR) ff`g„ok ALT.DIR CTION 1 N - .� -,� EMBED. 75 8 dao OF ANGL LEG II II SOY ATE OF +f b(� (INTERIOR) t7 WM _ M 0062' THICK 6063-T61p_ A UM ANGLE 1'x V MIN. ' IviIWEI 02'x 5"MAX (ANGLE LEG 3M9a�I9b 1 / 111 WOIDIST, -- AY BE REVERSED) Z wUASTENER O 18"0 C (USE ANv 13 15 �><i1 13 13 ANC HCR SHOWN IN ANCHOR 21 38 13 3 ©q gb ZX Pw JBa� 13 SCHEDULE,I"MIN EDGE DISTANCEI TOO29 0412 x 1/2"GALVANIZED BOTTOM 1/4-20 THUMBSCREW (EXTERIOR) Ww _ z 6.80"(TYP) i INTO CENTERMATES 1/3 W 1 5 F OR S S.SMS,3/16"0 ALUM 1/4-20x1 THUMBSCREW INTO POP RIVET,OR 1/4-20 TO 2/3 SHUTTER SPAN ECEIVING HOLE ;w`== (EXTERIOR) Ina w THREADED HOLE LOCATED(dt MACHINE BOLT&NUT SHALL D 3/8" W 1/3 SPAN TO 2/3 SPAN FROM @7 18"0 C MAX WIDTH UP Ow TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES TO 1"HEIGMY tiO SCALE 3" V-0"' 58'-3" USE TWO THUMBSCREWS MULTIPLE SHUTTER ASSEMBLY ON BLADES>8'-3'",ONE(R 1/3 SPAN LOCKING DETAILS FOR SCALE:3"=1'-0' AND ONE AT 2/3 SPAN FROM BOTTOM CENTER MATES r^ USE(1)BRASS PUSH LOCK OF BLADE,TYPICAL.FOR LOCKING SHUTTERS,A BRASS PUSH LOCK SHOWN ON RANDOM OR(11 5/16-18 THUMB © DETAILS SCREW 1 0 THREADED MAY BE SUBSTITUTED WHEN USED WITH {� INSERT (371 AT 1/3 SPAN N m 3 Y ri TO 2/3 AN FROM CENTERMATE MMB AS SHOWN,RECEIVING BOTTOM OF SHUTTER HOLE FOR THUMB SCREW MAY BE 7/16" n N SEE END STRIP SCHEDULE w 8 RECEIVING HOLE SHALL BE FOR MAX SPAN WHEN ,Q( 3/8"MAX WIDTH,UP TO 3U 13 _ 3 s USING 103,40b OR 101 HEIGHT. 30 END$TRIP SCHEDULE PSF SPAN 40 USE APPROPRIATE _m 1'810(2.7') 82 108" 1 STARTER STRIP ® PROVOE CLOSURE FOR r 13 1 7 4 BUILDING CONDITIONS.132 6 �S 3 2'aD(g•T'1 72 95' FASTEN STARTER +� s (INSIDE) ® STRIP TO TRACK W/ R 8'8/0(4.77 62 ATMCORNERCREWS 7. (HAND-TIGHTEN ONLY) ® ALTERNATE END STRIP DETAIL SCALE 3*=1'-0' ANY TRACK R 73 = 5 XDAW 87'57 83' W/SCREW BOSSES. ANGLE Q SILL ^ 7 7 w ,, Z I 2'513' 45 138' 3 e� V) X0.125' S2 129' EXISTING GLASS Q 13 ANGLE 60 12 64 USE(1)BRASS PUSH 30 70 171• ,•, USE 111 BRA55 PUSH LOCK LOCK OR(11 5/16-18 13 ms< OR 111 5/16-t8 THUMB (INSIDE) THUMB SCREW INTOE/� 304. tqy SCREW IpF30 THREADED �! THREADED INSERT is Q4o~�` INSERT S13P7'1 AT 1/3 SPAN SILL " T'� AT 1/3 SPAN TO 2/3T''' X0.125 1 � `-' TO 2/3 AN FROM SPAN FROM BOTTOM OF (OUTSIDE) ANGLE 67 129. BOTTOM OF SHUTTER SHUTTER RECEIVING Y MOLE SHALL BE 3/8" 121' E MAX WIDTH,UP TO 1" 3 1. HEIGHT 7 114' ep O TYPICAL OUTSIDE CORNER CLOSURE --- --- _ THANSHFOR TER WHIN SPANS ilk THAN SHOWN D END STRIP 5 30 C C 1 1'%1E.090•CLIP ANGLE NID SPAMDULE,END STRIPS E A 13 DETAILS WO/CORNER POST 3o w►1aa a1ANI Ls3.wm P£ NTS -AL13 \ ANCHOR SCHEDULE l t11 V4'TEX 15 LEI 13 SILL SCREW OR u4-20 MOLT TO END 31 z (OUTSIDE) 15-2338 y STRIP. USE(1)BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM [A,9ED17►711pN` BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE CC2 DETAILS WO/CORNER POST ffgoo MULTIPLE SHUTTER ASSEMBLY 13 NTS � �-,y(�- SCALE 3"=V-0" TUBE 2 FASTENERS ALUM.T6 ALLOY — `11t11111IIj j P�OKL9M tY.[. EACH ANGLE i C2 CONNECTION TYPE SEE TABLE A FOR SIZE. REFERENCE ANCHOR EXISTING SCHEDULE FOR MAX STRUCTURE l�,•••`(C I'z 2"x 1/8'• SPACING OR 2"z 2"x t/8" Cl CONNECTION TYPE 1/4-20 HDL�1rE ALUM ANGLE 0 ` REFERENCE ANCHOR W/NUT(m 12..OAK K 6 THREE 3/16"6 13 SCHEDULE FOR MAX 014 SMS 6:'O C * ALUM 0 I SPACING 1/ ITYP.TOP'BOTTOM) rory POP RIVETS 1/ '- ' �• OR ° 77 ALTERNATE THRU BOLT 0,, STATE OF `�~�ut1 �{Z THREE 1t 12 SMS, 3/i6"m AWM POP I. L Ct CONNECTION TYPE r ••.'40R1ON _ TVP 0 RIVET OR 4412 SMS HEFEREN L ANCHOR o� } OR` ORR� -- -- /- ' ••....•• pNLL yl TABLE A(OC3) Ca 18"CI C IT SCHEDULE FOR MAX /,d ly�J {:I�� 1� I SPACING FOR OR G,�111 6PW�1 W p U m `W D PRESSURE VS ALLOWABLE LENGTH MAY USE MALE OR I I PSF 2�"xl/8' 3�1/B' FE AUL LOCK-SLATI l 4 13 r N� 7 p�-w-0 l>Z BB//OO 0 I ✓t FOR HNIZ Q p ` $$IN O RS w 62 170' l88' 13 _ / FOR MIN S <w W r1 W j( � _ GLASS SEPARATION a L n 124 179• CC '3 TYPICAL CORNER CLOSURE DETAILS �'` / OR DOOR ro GLASS x m N cr 82 119' 17Y NTS _ w 92 114 16S ALLOWABLE ABiE 6ABU SPAN <rfRH F= 0 . A ^_ 102 110' 180" SCHEDULE FOR 47F _ 6 R p 120 101' 14T TABLE B(24) ALTERNATE THRU BOLT BI/IIDOm MOUNT w r OR C5 CONNECTION TYPE (DETAIL F) L7 m 150 9T 131' PRESM VS ALLOWABLE LBNGTH REFERENCE ANCHOR M' 114' PSF rx SCHEDULE FOR MAX. S10 M DES CAVI w p SPAN PRESSURE R CONNECTION TYPE 1•• 1/4"MAX FROM PIN I�t REFERENCE ANCHOR GUIDE BUSHING 62 113' 166' IIS BJ, 4/•3D.1 PSF�, SCHEDULE FOR MAX. r- - WASHER ITYP) 72 lOT 1ST 1211N. 4/-31.1 MSFT SPACING 82 101' 147" 1181N. 4/-31.9 MSF I I F 8 IISIN. +/-32.7PSF I _J / 14x3/4"SMS Cy 9'0 C '. p fy 92 95' 139" ANGLE TO TUBc :ONNECTION O< F� 102 90' 13I' 11]IN. +/_33� EXISTING / ���EK� 11011. +/-341 PSF 2"x 2"x 125' d 120 83' 12T CONCRETE, EMBED 6063-T6 ALUM TUBE Z mm ]07IN. +/-352 PSFi .m< 150 BLOCK OR 7a' 109' 1051N.�H-3S3PSF 5 CONNECTION TYPE 200 64' qr 103 IN. +/-365 MSF WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX E f /2"MIN FOR CONCRETE WlIN. 4-375 SPACING c p m BLOCK AND 3/4"MIN 991q +/.3{,O pSP E ; SS$ R WOOD 951N. *39.6 PSF S Cb ALTERNATE BUILD OUT MOUNT SECTION a STENER(01 18"0 C 921N. +/•40.9 PSF SCALE 3"c 1'-0" R E ANY ANCHOR SHOWN 891N. ,4-423 PSF O 3 ANCHOR SCHEDULE) 86 IN. 4/-433 PSF L 8311. 4/-45.4 PSF 8111. +465 PSF ACCORDION SHUTTER 781N. 4/-13 PSF PER PRODUCT APPROVAL 0: 76 IN. 4495 PSF r F 74I N. 4/-503 3/16 RIVET OR 012 "x -45 nIN. *523PSF - i w 6063-T6 F 701N. +/-S3.8 PSF APPLICABLE A7 TOP SMS It 18"0 C. OR 3Q 16'{ 1/4-20 NUT 1 BOLT 17 .TUBE TYP i-1 681N +/-SS•4 PSF AND/OR BOTTOM X T 41 ITYP.1 3/16"0 ALUM POPSf� 9 ALUM. TUBE RIVET OR 012 SMS 6611• +/-57'0 PSFI W 2'OR 3• Fu 6063-T6 ALLOY Cm 1B"OC ITYP) FOIL w w z a a a a SEE @ 2 FASTENERS "x 1/B" IN BS F D:1 J Y INUOUS x 0� 1/2'MIN. 0 ai FOR SIZE. EACH ANGLENUM ANGLE y �� 4 13 ] 41=0 2'X3'x%lX 1'x 2"x 093" AL ANGLE INSIDE kEOR KNIZ N zww CONT]NUOU$OR 2'x 2.175' THREE 3/16"0 ALUM SEE TABIE 1 OYI� 6063-T6 ALUM TgTION TYP. tT GLA F I O m 2'% '%CONTINl10l1S 6� POP RIVETS OR x 2 )(1 fi ANGLE,TYP 17 THREE 012 SMS,TYP. OR DOOR TO QASS ¢ 0,F 6061-S6 ALUMINUM t"x 2" ANGLE 2' 0.9'MIN.THICK 6061-T6 OR 2"z 2"x 1/8" F AWN TRACK FASTENED �•A�" 13 ALUM ANGLE ANGLE FASTENED TO - TO ANGLE WITH 1/4-20 T I@t! USE MALE OR FEMALE 1 1 EXISTING 3 KSI MACHINE SCREWS AT 3' � LOCK-SLAT) 5 6 C4 CONNECTION TYPE CONCRETE M05T FROM ENDS AND 9'D.C. �'NORFANKL®IM1OO VE 73 t3 W D. REFERENCE ANCHOR STRUCTURE WITH FORTNE BALANCE 15-2338 SCHEDULE FOR MAX Y.'0 ELCO ULTRACONS 2-1/2'MIN. PACING AT 3'FROM ENDS AND EXISTING CONCRETE DC21W - (OUTSIDE) DGE DI 4'O.C.FOR BALANCE MOST STRUCTURE(3000 PA90 DC@CrJPT M: OR x71/2"GALVANIZED"0AWITH 1'/'MIN PSI MIN) OR 5. "0 ALUM.TYPICAL CORNER CLOSURE DETAILS POP RI , 4-20 SIDE CLOSURE OPTIONS EXISTING CONCRETE, EMBEDMENT AND 21/f' SEE TABLE C FOR MAX SPAN AND PRESSURES • NTS MACHINE BOLT L NUT SCALE:3"c 1'-0" MIN EDGE DISTANCE, Lm 18"O.C. BLOCK OR WOOD FRAMING 93 STAGGERED WITH 3' -- EE INSIDE SILL MOUNT SECTION MIN.SPACING,TYP.O BUILDOUT NTSMOUNT SCALE 3"x 1'-0" O FRANK L.BENIN P.E. WRERENCEnANCHOR E EXISTING \\\1\11111 Ep�9ass{s Z FOR ASTM SCHEDULE FOR MAX STRUCTURE \\ N FOR ASS O O- ESSENTIAL SPACING0 OIL �.. :.. GLASS ESSENTIAL �c w> GLASS E LE{ �,,; Cl CONNECTION TYPE S"MAX 1/4-20 MArtla11t�B OR DOOR w0 W W m REFERENCE ANCHOR W/NUT(a V'o'lt OR SEE TABLE{ r�''•- OR DOOR S FOR HVRZ 19 k FOR HVHZ r y m SEE TABLE 2 r w o Im SCHEDULE FOR MAX 014 SMS QQ�{1).0 NO PE 6549 - SEE TABLE 2 ¢Z 0: FOR MIN. 13 j y w O SPACING /2•• (TYP TOP_LOTTOM) FOR MN. 13 w a O SEPARATION z SEPARATION X y 0 TO GLASS y y b 1/4'-20 THRU BOLT W/ TO CLASS ¢_0:"' 012 x 1/2"SMS @ 12"0 C. X w Z m LOCK NUT(d 12"0 C.OR r w m OR 3/16"0 ALUM POP ¢ ¢¢ L7 ^ //�� STAT 0 uy�Z #12 SHE[d 12' OC ES l7'-< — f ar `�OR,S10J "COR � Uy RI.'_TS Ca)6"OC OR 1/4"0 �. w j�� '� OR 3/16"0 ALJM POP w o r ALUM POP RIVETS(el 12"O C ¢ / C4OR II ss 0LL RIVETS(�6"0C. ES. t_ �Q(\f x w" OR 1/4"0 ALUM POP RIVETS / y 11 AND 2Q iJ r /!1111 I OMi= g (M 12'L C E.S. 1/4"MAX.FROM pIN FOR A� :.� rum R U'" x ^ 1/, MAX.FROM VIN ASSEMBLY - FSSENR.LL 13 r' 0 0 ��a� W� `J AND OO / GUIDE TO BUSHING 1/2 GUIDE T 0 BUSHING FA I ii `� w O m z a ASSEMBLY WASHER(TYP) W _ 1/2 TYP WASHER(TYP 1 �SEE TABLE{ Z2"TYP EXISTING CONCRETE, m - GLASS kkkk A FOR HN12u w / W 4 CONNECTION TYPE OR DOOR SEE TABLE 2 w _ 0 BLOCK OR WOOD FRAMING -- N w Z m REFERENCE ANCHOR FOR MIN. ¢ < ; e W / 3 CONNECTION TYPE DIST SCHEDULE FOR MAX SEPARATION f O p r IFI W�xlZu g REFERENCE ANCHOR SPACING AS SHOWN TO GLASS u y O W W EDGE SCHEDULE FOR MAX 4 CONNECTION TYPE IN DIAGRAM ON PG 10) ¢ �•I O DIST REFERENCE ANCHOR / SPACING AS SHOWN SCHEDULE FOR MAXZ-Cr 3 CONNECTION TYPE IN DIAGRAM ON PG 10) SPACING ALT FASTENER y REFERENCE ANCHOR EXISTING CONCRETE, LOCATION.FRONT AND w o 6 R \ SPACING ANCHORS NOT REO'0 HEDULE FOR MAX BLOCK OR WOOD FRAMI BACK ANCHORS NOT REO'D Cl CONNECTION TYPE 0 GUIDE TO(BUSHIN11/4' MAX PROM G / SPACING ALT FASTENER WITH THIS LOCATION 2" m / ® LOCATION FRONT AND / \ REFERENCE ANCHOR WASHER ITVP.I 1/4"MAX FROMBACK g INSIDE MOUNT SECTION SCHEDULE FOR MAX. WITH THIS LOCATION PIN GUIDE TO SCALE.3"=T-0" SPACING --/ W 8 ' CONNECTION TYPE BUSHING WASHER O INSIDE MOUNT SECTION EFERENCEANCHOR g I ITYP 1}F� SCALE 3"= 1'-0" SCHEDULE FOR MAX y § m EXISTING CONCRETE. SPACING p� / NOTE FOR DETAILS A.B.D.AND E ON THIS SHEET. i / THE BASE TRACK MAY BE INSTALLED IN SECTIONS BLOCK OR WOOD FRAMING - EMBED. zm WITH 1/4 GAPS,PROVIDED THAT EACH SECTION HAS CC BUILD OUT MOUNT SECTION -�` / le A MINIMUM OF TWO SETS OF ANCHORS AND IS A CO TYP BOTTOM MINIMUM OF 12"LONG THE SILL OR CEILING TRACK EXISTING CONCRETE. SCALE 3'=T-0" x USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING OVER THE GAPS BETWEEN SECTIONS c E EXISTING �+c 1. EXISTING'CONCRETE. STRUCTURE BLOCK OR WOOD FRAMING EDGE DIST. 4 CONNECTION TYPE C2 CONNECTION TYPE W/EXTRUSION ''2 a EMBED i CONNECTION TYPE c REFERENCE ANCHOR EMBED 5 CONNECTION TYPE W/EXTRUSION 0 1 R REFERENCE ANCHOR SCHEDULE FOR MAX REFERENCE ANCHOR 9i P SCHEDULE FOR MAX O° SPACING SCHEDULE FOR MAX SPACING AS SHOWN w 5 b- SPACING/� Lv- 1/2'IN DIAGRAM ON PG.10) 1416 L'l., ll 1/2.. "R� . r ll" ` 3 4 W o t2 GLASS �{ W = m W O w OR DOOR &FOR HVHZ 13 r I00,0 W a w LO N t/2" W 012 x 1/2"SMS(�12" SEE TABLE 7 FOR �w o rW O.0 OR3/16"O ALUM FOR MIN. 2uw rN=Qa I„wr�m SEPARATION oy� 13 r ywo FOR ��=aK POP RIVETS(A16"OC X aZCG GLASS OR :3 I y 0 OR 1/4"0 ALUM POP ¢ << DOOR R FOR HVHZ N r 2 u GLASS F II E 13 =F Zlk R. G' RIVETS(d112"O.C. F Ou Valr FOR MIN. X20Zm OR DOOR--� HVHZLSEE TABLE 2 'A LO O y u SEPARATION ¢j a<¢ f� XW0ZID TOGLASS F Oar lt�� 1/4-20 S MACHINE F A < O p r O7 AND OR 1/4"MAX.FROM PIN <y SCREW S NUT LM GLASS F y GUIDE TO BUSHING •b 12"OC ASSEMBLY 1/2" TVP, WASHER IT YP) W r I 1/4"MAX FROM PIN m 0 T, 1/4"MAX FROM PIN GUIDE TO BUSHING X w 4 CONNECTION TYPE 1/2" GUIDE TO B&R@ WASHER( USHING Y a x a �✓! r x; ^f WASHER ITYP 1 EDGE REFERENCE ANCHOR TYP1 !! R < S 6 EXISTING CONCRETE. DIST SCHEDULE FOR MAX C2 CONNECTION TYPE W/EXTRUSION #2 F ;j/' BLOCK OR WOOD EXISTING CONCRE 4 CONNECTION TYPE NPO DIAGAS RAM ON PG SHOWN101 RE REFERENCEANCHORW/EXTRUSION #1 6TidR11WKLBI 11 FRAMING BLOCK OR WOOD FRAMING 15-2338 ® OR REFERENCE ANCHOR SCHEDULE FOR MAX. _ 3"x 3'"x 1/4"CONT 4 CONNECTION TYPE 012 x 1/2"SMS(O 12" SCHEDULE FOR MAX SPACING SCALE. 6063-T6 ALUM ANGLEV4&jt� REFERENCE ANCHOR 0 C OR 3/16"0 ALUM SPACING.ALT FASTENER EXISTING CONCRETE. PA�osal�ONl (MAY BE REVERSED (cY LOCATION FRONT AND SCHEDULE FOR MAX. POP RIVETS 6"O.C. BLOCK OR WOOD FRAMING SPACING OR 1/4"0 ALUM P BACK ANCHORS NOT REO'D AS SHOWN DASHED) WITH THIS LOCATION RIVETS(a 12"0 C 9.3 Op WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION O WALL BUILD OUT r -1 gq�g SCALE 3'=1'-0" SCALE 3"=1'-0" ECQ 4 SCALE:3'=1'-0" FOR AS1Y EcccNOAI \\\\\tI ;1i4lIXNutOo,v.E. F�OHZSEET TABLE 2 EXISTING 1/4-20 �``�'•GLA55 OR WN.SEPARATION TO zSTRUCTURE ALT LEG DIRECTIONMACHINEOR CLA55 C w ANGLES PER BEUAMNED.UM 12"O C OR _ , No��6 O Z n1 SIZE PER SPAN TUBE _ r 1J p 1/4"0 ALL :I SCHEDULE SMS,60014 x 3 0 C. - '-Q a POINTS SOLID ,;" SPAN TUBE SCiIEDIAE �e ' p z o SET ANCHORS GIS =w a WITH 7/8"MIN SPAN TUBE I ALLOWABLE TUBE NUTABFA OF NU.ISER OF n CONCRETE IR ^ ACCESS HOLE J SCHEDULE TUBE is1�RI--TtY SP B7Try FTFRI.bOLTS ANO10R5 PER +i'( `F xr, / I PER DESIGN 3­M /\ X= t7 CONCRETE JR SQE I SPAN NCLE t r wBLOCK _TOP DOT-C-A y N ui w p 3 MIN EDGE _ I TUB: TUBE TU5e TUBE � TUBE i TIKE r 015TANCE. - - I - --- - t I a z"; 67_ 1236 1362' 3 2 7 _ 3 4' 7' 5 6 2'�c 8- 101 T t 106.9• I 2 2 3 —3 1 7' 7' It < W ET 1 ; - ^• _ O0 0.125 -. __ __ _ - - _ �l <W5T O T I�� t416' rcw -_ 123"-. 688 .�.._W_4-, 2 2 - 3 -3 _-_7'_ -.-T arm}Rq zt �J ED DIST uu, �y SY 1281 107A• 2 2 2 S 4• 7• W� �N9 W0u' J /2 1 pp OR AS1Y ESSENTIPl FAOLITIES 13 a p 0.125, 9B' 1118' 121.1 2 2 3 7-_+ T I* lz _ 1/4 MAX FROM PIN GUIDE LL SEE TABLE 4&FOR HN1Z SEC z _12;f 102.'0' 108.8• 2 2 1 d 10' 10• I, xp0 TO BUSHING WASHER ITYP.I GLAS= TAB 2 F YIN.SEPARATION -'a,u --- — I ;rL OR DOOR TO CLASS N N-Jrxe.X 60' 198.0' 186.7 2 2 3 3 T 7• (nit x w ' TWO 1/4"0 WOOD 0.125' 90 722.7• 160.T Z 2 9 a r 10' 'o LAG SCREWS(�24" 1/4"0 THRU BOLTS r W F -- y --- - M W = 123' /16.d' 197.- 2 9 1 _ 6 17 13' b SEE BEAM CIC MAX WITH 2" I7r S7 t58.1' 210.7 2 2 9 { T /0- PENETRATION 3"MIN SCHEDULE FOR z Sk107 - - 7 98' f10.- 7.- THREADED 18' "TINTO CENTER OF STUDS ED.DIST EOUIREll N MBER = 0.1876' 173, 192?' 703.1' 3 / 5 7 19' _ t9' 5 6 EMB "T' 14 SMS(al MIDSPAN BETWEEN - _ 1416 M PIN GUIDE SEAN TUBE SCHEDULE NOTA: - d STUDS FOR TRACK TO 1"x 4" TO BUSHING WASHER ITYP II % X 4 X X 4'ANGLES FOR 2'%5'a 2•X6'BEAMS. PLYWOOD& TUBE CONNECTION 1/4"0 ALL 2. USE 2'%S'%L/4'ANGLES FOR 2SES'82'%10'BEAMD. STUCCO FINISH POINTS SOLID ^� 3. USE BEAM SCHEDULE FOR DETAIL) Y 60634?6 ALUM TUBE SET ANCHORS _ SPAN 1USE PER DESIGN 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN W g LL c� w,TH 7/8"MIN SCHEDULE COMBINATION WITH OTHER CONNECRON DETAILS.WHERE USED ¢ _ E MBE DNi:N?IN - ----- TOGETHER,BEAM MUST BE lIM1TED TO TOP BEAM SPANS. F aI $ [EXCEEDS DETAIL TO BE USLD WHEN STuO SPAUNG CONCRErc'OR 1/4-20 MALIIINC BOLT S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH w 9 R (EXCEEDS THE MAX.ALLOW_ABL_ANCHOR SPACING BLOCK.3"MIN SHUTTERS SCANNING ABOVE AND BELOW THE BEAM.MID-SPAN p --- W/NUT C.i2• cC G 8888 S SPACING AND 3" I 12)6063-16 ALUM..UM TUBES SMALL HAVE TOP BEAM LIMITATIONS(INCLIJOING SPANS, 0;2 WALL MOUNT SECTION HIS DETAIL MA MM EDGE I- ANGLES PER BEA;'END OR#14 x 3/4' eMS(a ANCHORS,ANGLES AND BOLTS)),WTIH THE SHUT'.FR SPAN TAKEN -23 �+ DISTANCE SIZE PER SPAN TUBE 6'01 - SCALE.3"=1'-0" ALSO 8E USEDY SCHEDULE ALSTHE SUM OfTHE SPANS ABOVE AND BELOW THE BEAM. AT TOP EXISTING ACCESS HOLE 6. LAP BEAMS ARE NOT ALLOWED. T STRUCTURE ALT LLG DIRECTION 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINur. E EMBED MAX DESIGN LOAD= 772 PSF � E 3� Oj BEAM SPAN SECTION R w SCALE:3'b 1'-0" p -GLASS FOR ASTM ESSENTIAL OR DOOR r 3 FAO lH H SEE TABLE 4& 13 = ;0 FOR IN SEE TABLE 2 N I EXISTING WOOD a-+ FOR YIN.SEPARATION TO 2 TRUSS OR RAFTER1/2-21' T p t/2" GLASS Q a (A 24"MAX 0 C. -1/2'7-1/2'1 CIO E V) EXISTING FINISH I \ 5 6 MATERIAL I ;I / II ygygF 1/4"MAX FROM PIN GUIDE 14 t6 TO BUSHING WASHER(TYP. 1'x 4"x 1/B"6063-16 rl' II ii, m i II A 1 1/4"TILE(TYP I ALUM TUBE W/THREE F 1/4"0 WOOD LAG j w Inn; a FINISH MATERIALI RNATE , E L SCREWS WITH 2-3/4" 3/4"PLYWOOD MINIMUM THREADED / \ ♦J 1/4" A325 GRADE THRU BOLT(A 7"0 C PENETR."T"IN WOOD(A/ A OR So/16"0 A325 GRADE THRU BOLT(A 12"O.0 EACH RAFTER OF TRUSS. GALV.OR SS 24"D C MAX WHERE 5 6 TUBE EXTENDS BEYOND EX �— 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THA-14'N 5"OC W/1-1/4"MIN EMB 6". EXTEND TUBE TO w Jm ANGLE 6063-T6 S OR 1/4"0 LAG SCRE W @ 9.0 C W/1-7/8" NEXT TRUSS W w ALUM W/THREE ??tt MIN EMB IN W000 SG=0 42 TO 0.55. =o tt 1/4"0 WOOD LAGso 1/4-20 S 5 MACHINE SCREW 13 O r- SCREWS WITH 2-3/4•' Clt1RD11TAtNML66MT610 vE (� = MINIMUM THREADED EXISTING CONCRETE. V// 12"O C.IN BETWEEN TRUSSES v=ir o,n 15-2338 WITH 1/2"0 ACCESS HOLE ON z_ PENETR."T"IN WOOD[d ` HOLLOW BLOCK S 2"x S"x 1/8"CONT BACKSIDE OF TUBE OR k14 SMS X z Z m EACH RAFTER OF TRUSS, 6CAUL - 6a W000 FRAMING SEE ALUM ANGLE(6063-T6) (A 6"O.C.MAX.IN BETWEEN <W a a ANCHOR SCHED BASED oar 24"O C MAX WHERE rAa3 OOO11/f1016 ON TYPE OF STRUCTURE 1: 0 ANGLE EXTENDS BEYOND a LAST TRUSS MORE THAN - (MAX DESIGN LOAD s 72 P F I 6 EXTEND ANGLE TO °93 OPASS THRU DETAIL IMAX DESIGN LOAD s 72 P.S F I O TRUSS MOUNT SECTION NEXT TRUSS SCALE 3"=T-0" • SCALE 3"-V-0" O F L BENNARDO,Y.E- GLASS OR DOOR 2" FOR ASTM ESSENTIAL FACILITIES SEE TABLE * NO NIS, GLA55 OR Z GLASS ORI I DOOR - DOOR m 486-11 MOAN-' W J I --- ---I _ FOR o a FOR 60M SEPARAPON i0 GLASS Wv 0: I �T•. STT �� FOR uQ vl TABL 1 k'FOR W j H M.Ixn I •'.;C( � 2 NIN. = Q 2 MIN. VI 2 m T x Z SEPARLASON TO V1�,Val O SEPARATION TO =yl H _''• O I I /Vj�O A X W IZ . I -- 120 X W Q 3 F w m X 0 F J°a RADIUS HEAUEP MOUNTED �> \t3 q x Cl CONNECTION TYPE II1�1 F� u -+O'er REFERENCE ANCHOR PARTIAL ELE��AT.'Jif _ UQ Lm iS�E wI "� SCHE DUL F.FOR MAX SCALE: 3•= Y-0 Z�Y,� pidE 20 2g a s SPACING 250" W W ��W =0 a �qqy7 2«... 250" u1 NOC� I� 1/4'0 TAPCON(a 24 C6 CONNECTION TYPE W g I OC WITH 1-114- MIN REFERENCE ANCHOR M g� ONWl el EMBED SCHEDULE FOR MAX SPACING j EXISTING CONCRETE OR / EXISTING \ BLOCK ONLY WOOD / I STRUCTURE \FRAMING S WOOD ANCHORS EXISTING HOST STRUCTURE I` AOT ACCEPTABLE / E WALL MOUNT SILL DETAILWISTING FINISH m - --- C- — ATERIAL E 1/4 MAX FROM PIN m SCALE:3"x 1'-0' w GUIDE 1 0 bUSHING DIST \\ O DECORATIVE_ FLOOR TRACK DETAIL ;� R©CUT IN 4"INTERVALS WAS�,_71(TYP I W r 5� — T C M RECESS SILL DETAIL \� SCALE 3"=1'-0" OETFAGRMP UgVE ISEE mN n C$ n O \ n FOR ADDITIONAL �i I z fa SCALE 3 1 0" INPUT iY LIP A BOTTOM — - FASTENER(ril EACH 4"CUT � - �,7�G SEE ANCHOR SCHEDULE BASED u o It vv'MAX FROM ON ^A O CONNECTION TYPE TO /1 a a W =_ PIN GUIDE TO VERIFY ANCHOR SPACING 2 ly BUSHING WASHER IS ACCEPTABLE / L@- 3 S' �,.v ITYP) 00000b E ;O ` OS TYP. BOTTOM 1/2" TO BUSHIING WASHER(TIOYP) O r a EXISTING 1/4-20 MACHINE DOLT STRUCTURE rP.RM W/NUT(0 2"O C CUT ATINTERVALSTEXISTING FINISH CURVE ISEEDETAILP6®) MATERIAL ONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX d` b SPACING(FASTENER S 6■■ 1"z t"x1/8"&1"x2"xt/8" P EACH 4"PIECE pi 6 4FRONT 63-T6 ALUM ANGLE CUT TO 1 x.1/8"S 1"x2"x1/8" 0 a a a a 6 ATCH AND PROVIDE SUPPORT 6063-T6 ALUM ANGLE CUT TO Op CURVED TRACK SECTION DETAIL CUT SHUTTER EXTRUSIONS MATCH AND PROVIDE SUPPORT SCALE 3'=1'-0" AND BACK.WHERE OF CUT SHUTTER EXTRUSIONS Y ONT OF EXTRUSION IS FRONT AND BACK WHERE NTINUOUS,REINFORCEMENT FRONT OF EXTRUSION IS P2 C(F NOT REQUIRED CONTINUOUS,REINFORCEMENT IS NOT REQUIRED. P1 s` 00 ppE `€ APPROVED MOUNTING MB CONDITION,MIN OF TWO PER MBc APPROVED MOUNTING PIECE .4 CONDITION.MIN OF TWO PERI CE -! FAVrROrtNNMCLLe,wnm v[ APPROVED FASTENER AND APPROVED FASTENER ANMD 15-2338 SPACING WITH A MINIMUM OF SPACING WITH A MINIMUOF - /('Jule - TWO FASTENERS PER CUT TWO EFASTENERS PER CUT PIECE PAM peplpfloM: @P1 TYP. SECTION FOR SHUTTERS P2 TYP. ALTERNATE SECTION FOR SHUTTERS 1$ SCALE:3'- V-0' @SCALE:3'- 1'-0' -_._ ANCHOR SCHEDULE: CONCRETE NMRIi`.ENN�R�p',[, TOP FLANGE ANCHt�R IO (SPACING 113T 11 LLI moo"UTSDE 2.5"MIN EDGE DISTANCE SECTION XI � '"••• 'Y ' C Spans UO To V-0" Spans Up To V-8" Spans Uo To 13'-11 LICENS G LOAD CONN TYPE CONN TYPE CONN TYPE O �( F o ANCHON (� Cl C3 G C6 Cl C3 u C6 Cl I C3 u CS C6 *; NO PEOp46�8 O 1/4'ITN TAPCON OR ELCO 48 16.0 1 6.o"16.0' .0"18.0 10.5"30.0 3.0'15.5" 6.5" 6.0" 9.5" 9.0" O O O - - ULTRAC IN WITH 1-3/4" 62 16-0'18. .5 ITT-16.0'14.5"16.0"16.0" 8.0" 7.0" 13.0"10.0"13.0'I 5.0" 4.0' 6.0" 7.0" - EMBED(3192PN MIN CONC) 72 16.0"16.0"10.0' 9.5 16.0^12.5'15.5"16.0' 6S" 6.0" 9.5"'9.0" 9.0" 8.0" 4.0" 5.0" 6.0" 1 x 5(TYP T S 9(o1 INSIDE 3 OR O4 HEADERS 80T FLANGE ANCHOR(SEF SPACING ~� 130 14.5"11.5' 6.0" 5.5' 8.5" 8.5" 9.0" 7.5" 4.0" - 4.5" 6.0" 7.5" 8.0" 5.0" ��•. ST a- -__ ��i 1 •' -__ " SECTION XI _ ATE OF • 11 gO 114 WITH 1-L34,IEM3_D 3 61 60"16.0"1 0"12.0'1_0"S.5 6.0"16.0' 8.0" 7._0".12.011;11.0_ 10.0" 9.0" 5.0" 4.0" 5�0•' [SIuE CLOSEST T7 0?ENiM UW•:,O.... ••'\ �4�gN ! ( pal_ _. -- -� 9.0" 9.5" Y .....•• 5 - 5,5 7.5 �' /vAL ENG w` MIN CCNCRETE) F 72 16.0"16.0"10.5" 9.5" Ib.O'13.5'14.5"14.5' 6.5" 6.0•' 9. 9.5" 8.S" 7.0"i 1.0" 4.5" 6,5" NOTE '•S"INO!CA`ES ANCHOR SCHEDULE SPACINS //l/f11111111" ui= n 110 13.0'13.0" 6.0" s.s' B.o" 9.0^ e.0^ 7.0' a.o^ 4.5 6.0^ 6.5 s.s" s.5 SPACING DIAGRAM FOR C1 CONNECTION TYPE- (� �`W - -- ----- 200 6.S" 5.5" �f l./ 5.5" 6.S' S.5" j�5.5 6.5 5.5M1941�1' S.S'- .01 -- - C1 CONNEC-fIDN YPE USING PIECE 0 OR ©1/4•ELCO CRETEFLEX SS4 IB 16.0"16.0"16.0"16.0"16.0"16.0'16.0"16.0"16.0"15.0"16.0"16.0"16.01'16.0" 2.5"14.0"W/2'EMBED(3350Ps1 MW 62 16.0"16.0'16.0"16.0"16.0'16.0'16.0'16.0'12.0"10.5"16.0'16.0"14.5"13.5" .0" 11.0" WWCONC) 72 16.0"16.0"15.5'14.5'16.0"16.0'16.0"1G.0"10.0" B.5" 12.5"14.0'12.0"10.5" _5 9.5`` / 8 COMBINA 'ON3 W 110 1.0"16.0" 9.0" 8.0" 11.5'113.0'12.0"110.0" 6.0" 5.0" 6.0' 9.0" 10.0' 8.0" .0" 8.0" 2.S ITtP1 T T / -H BINA A!ON to200 10.0" 8.0" 5.0" 4.0" 5.0"18.0" 10.0" 8.0" 5.0" 4.0'�5.0 8.0" 10.0' 8.0" .0" B.0" p W r. '- -'-_-- 1'Mao EODE DWAME! 9 / 0 COMBIN:.7.ON p 1/4'ITN TAPCON OR ELCX) Cl QC3 CA C5 C6 Cl Q C3 u CS C6 Cl Q C3 u C5 C6 O ULTRACON W17H 1314" 16.0"116.0-" 7.51'473-wl 7.5-116.0-16.0" 5.0" 4.5' 16.0" 5.5" 15.0' EMBED(3192ps1 MIN CONIC) 62 16.0"16.0" 5.5" 6.0" 16.0"16.0" 12.S' 4.0" 10.5" 9.S" 6.0" RED(3192ps1 MIN CONIC) -72 16.0"16.0" 4.5' 5.0'• 15.0"15.5' 9_5•• 9.0" 7.5 4.5' _ ~ pyyn 110 14.0"14.0" 8.5" 7.5" 4.5" 7.0" 6.0" 1 x S TYP.1 2 x 5 ITYP I 200 7.0' 6.0" 7.0" 6.0•' ffil 7.0" 6.0" -'-----"-"'- - NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING m 1/4"MILLENIUM MILLFAST 46.16.0'16.0"13.0" 13.5"16.0"16_0" 8.O" 7.5' 16.0" 9.5" 11.5'11.5 4.S' t.0" 7.0" 6.5" w WaF 1-3/s•EMBED(3275psf 62 16A^16 a'l�9.0" e.s_^ 16.0^los'I{.o"ls.o•• S. s.o^ 9s^ 7s^ e.o" 7s" ss^ s.o^ SPACING DIAGRA:' FOR C3 & C4 CONNE,.':CN TYPE: { -- - '!�//l'�-- ---1 - --_ .0" OUTSIDE CONNECTION ,ONLY SING PIECE 0 WITH OUT IDE Miro CCNC5FTF) 72 16.0"16.U' 7,5 7.0" 16.0" 9.S 11.5",11.5' 4.5• t.0" 7.0"6 5" 6.5" 5.5" t.5" ft- s- 110_ 10.S'10.5' 1.5" 4.0" 6.0" 6.0" 6.5 5.5" 4.0" 5.5" 4.5" ANCHORS ONLY m NNEL T ION TYPE U ANCHORS SING PrtCE ®OR 12 WIIn MIN ) - __--�`--- - 1 1/1 MIN 1' S."16.0"Q- 1. SPANS AND LOADS SHOYV�.YET- ?-F 1/4'Ali-POINTS 5� t•-SET 8 ANCHOR W!7/8"EMBED& Cl Q Q u CS C6 Cl Q C3 C4 GS C6 Cl C2 C3 a CS C6 ANCHOR NOTES: << 1/4-20 SS MACHINE SCREW 48_ 16.0"16.0" 9.5" 9.5" 16.0"10.0'16A"16.0" 6.0' 5.5" 16.0" 7.0_30 5",11.0" 3.5" 3.5" 6.5' 4.5" rL (30CJps7 MI-CONIC 62 16.0"16.0" 7.0" 6.S" 16.0" 6.0" 13.5'14.5" 4.5" 4.0" 9.0" S.S" 7.5" 7.0" 4.0" s.5" HERE FOR DETERMINING ANC?,;,.;SPACING 72 16,0"16.0" 5.5 5.5 16.0' 7.0" 10.5"11.0" 3.5-13.r 6.S' 4,5 6.0" S.5" 3.0" 3.0" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LI TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE(Pg 1). O 110 10.0'10.0" 3.5" 3.0" 6.0" 4.S' 6.0" 5.0" 3.0" 3.0" 5.0 t.0" 5.0" t.0" 5.0" 1.0" 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, 3 g S ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1/4'ALL-POINTS SOLIO-SET 3 A EpUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER R ANCHOR W/7/8'EMBED& Cl C2 C3 04 CS 06 Cl Q C3 u CS 06 Cl Q C3 C:4 CS CS THAN OR EQUAL TO SHUTTER SPAN. s 1l4-20 SS MACHINE SCREW 48 16.0'16.0"16.0"16.0"16.0'16.0'16.0"16.0'14.0"13.0"16.0'16.0"16.0"16.0' 8.5 7.5 11.0"12.0" M a IJ4-20 S MIN CONN) 62 16.0"16.0'16.0"15.0'16.0"16.0"16.0"16.0'10.0" 9.0"115.0"13.5"12.5"11.5' 6.0' S.5' 7.0' 9.0" 3. SEE MOUNTING SECTION nETNLS FOR IDENTIFICATION OF CUNNFCTION TYPE. Ib` - L F 72 16.0-116.0-113.0-120'36.0"16.0"16.0"16.0 a.5 7.5 111.0"12.0"10.5' 9.0" 5.0' 4.5 S.S' 8.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 110 16.0"16.0' 8.0" 7.0" 10.0"11..0"10.5" 9.0" 5.0" t.5" S.5" a.0" 8.5" 7.0" 4.0" 3.5" 4.5" 6.5" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER alaaQ 200 8.5 7.0" 4.0 3.5 4.5 6.5 8.5 7.0" 4.0" 3.5" 4.5" 6.5 8.5" 7.0" 4.0" 3.5 4.s" 6.5 ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4'POWERS 55 DROP-IN 3-5/ MIN EDDE D15TANCE CONNECTION TYPE. W/1/4-20 SS BOLT AND Cl I Q C3 I C4 I CS I CIS I Cl I Q I C3 I C4 CS ' C6 I C=C3 CS C6 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE .1'EMBED(3000PS1 MIN {8 16.0'16.0"16.0"16.0'16.0'16.0"16.0'16.0"10.0" 9.5" 16.0"13.0'12. .5" 9.0" ONLY. CONIC) 67 16.0"16.0"12.0"11.0"16.0"14.5"15.0"16.0" 7.5" 6.5"110.0"!10.5" 8. 7.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED � 36.09.5" 9.016.012.5"12.0'12.5" 6.0" S.5" 7.S"'9.0" 7. 6.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT s 110 11.0" ' S5" " " 8.5" 7.0" 6.0" 60" 5. 5.0" LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHERa aa d a200 5,5" 5.0" 5.5" 5.0" 55.0' FINISHES. 1;4'POWERS SS DROP-IN 3-1/2'MIN EIIMIIE DEFFAMOE 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS it do I W/1/4-20 55 BOLT AND Cl Q C3 C4 CS C6 Cl Q C3 C4 fS os Cl C2 C3 C4 CS C6 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING q 1'EMBED MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR py 3Ls (3000psi MIN 48 16.0'16.0"16.0'16.0"16.0"16.0"16.0"16.0"11.0"10.0"16.D"14.0"13.0' 6.5" f CONIC SIDE f10�URE PIECES. F�6 /u 16.01'16.0'13.0'12.0'16.M 15.5"16.0"16.0" 8.0" 7.0" 10.5'11.0" 9.0" 8.0" 5.0" 5.0' 7.5 I u�{� 72 16.0'16.01'IO.S':9.5" 16.0"13.5'33.0"1.3.0" 6.S' 5.5".B.0.1 9.5" 7.5' 6.5" 6.5" R. WHERE LAG SCREWS FASTEN TC NARROW FACE OF STUD FRAMING,FASTENER '*11= 130 12.0"31.5" 6.0".5.5" 7.0" 9.0" 7.S' 6.5 6.5" 6.0" 5.0" i 5.5 SHALL BE LOCATED IN CENTER OF NOMINAL 2'x 4'(MIN. WOOD STUD.3/4" EDGE DISTANCE IS ACCEFTABLE FOR WOOD FRAMING. L�G SCREWS SHALL I 200 6.0" 5.0" 5.5 S.0" 5.5" 6.0" 5.0" S.5' HAVE PHILLIPS PAN HEAD OR HEX HEAD, Aiy 2"MDC EM 01111TANCE SIR�iU' *12 SMS W/2'EYFWALL Cl C2 I C3 C{ CS C6 Cl Q C3 I u CS 06 Cl Q C3 u I CS 06 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN CQ•fIORIRNxL994Ylmo PE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUES HEAD,OR WAFER ARMOR INSERT W/Z"EMBED 4B 16.0"16.0"13.0'13.0"18.0"13.5"16.0"16.0" 8.0" 7.5";16.0" 9.5 14.5'15.0' 5.0•' 4,5 9.0" 6.5" HEAD(SIDEWALK BOLT),U.O.N. (20000M MIN CONC) 62 16.0"116.0"19.5" 9.0" 16,0'10.5"16.0'16.0" 6.0" 5.5" 12.5" 7.5" 10.5'1 9.5 3.5".3.5" 5.5" 5.0" 15-2338 1Ti 72 16.0'16.0' 8.0" 7.5" 16.0" 9.5" 14.5"15.0" 5.0" 4.5'19.0" 6.5" 8.5" 7.5.13.0" 4.5" 4.5 ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. p 110 13.5 13.S" 4.5" 4.0" 8.0" 6.0" 8.5" 7.0" 3.0" 4,5" 4.0" 7.0"1 5.5" 3.5" 3.S" • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, - 200 7.0 5.5" 35" 3.5" 7.0" 5.5' 3.5" 3.5" 7.0" 5.5 3.5 3.5 NUT OR WASHER WINGNUT. ' i12 SMS W/2.75'EYEWALL N 16.0'16.0"16.0"16.0"16.0"16,0"16.0"16.0'11.5 11.0"16.0"14.0"16.0" 6.5" 11.5 9.5" 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. ARMOR INSERT W/2.5' 62 10.0"16.0"13.5 13.0'16.0'15.5 IBA^18.0' 8.5' 8.0" 16.0"11.0"33.5" 4.5" 7.5 7.5 13 EMBED(2000ps1 MM CONIC) 72 18.0"16.0"IL-10.5"16,0'13.5 18.0"16.0" 7.0" 8.5 11.5" 9.5" 31.0" 9.5" 4.5' 4.0" 6.0" 6.0' Il. WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO n O 110 16.0'16.0" 6.5" 6.0" 10.5 9.0" 11.0' 9.S' /.5 1.0" 5.5" 6.0' 9.0" 7.5 3.5' 3.0" 4.5 5.0" DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL �ILJII 200 9.0" 7.5" 3.5 3.0" 4.5 5.0" 9.0" 7.5 3.S' 3.0" 4.5" S.0" 9.0' 3.0" 4.5" 5.0" CONCRETE SCREWS TO HOLLOW BLOCK CONN TYPE 1-5 t NEEoff E#J q 43 DO • CONN TYPE Cl C2 I C3 C4 C5 WA%" M%///%'/////G, ///.'////%%%///%//RM///.% %////.%//%%////%//%;/l/0% OMV////%%//%%///%%//%%//%i%//%%//% m��OD©DO©�m�0©�m00©�m�OO©m©�m0 EM //.///.%/////.v/ ® //%%%%////�ifl®%////%.1////%/////. %%//%////'% Min MM KUKUMMONOMMMON ///.'%//%%/////.%///�®�� ®m%/////,"MmHW/////.'%//%'///////.'%/// ///%i%////..%//%i%////.'%//%i%/////."'////%i%///%%//%i ® ® ®®%///%%///i%/////.%///M,//,,'////%%/////.%//% ' %////,'///M/1/."%////'/////%%///i�///%%///i'/////%%//%%/////.'%//%"'//////%///%///i��%///%%///i'/////%�//%%///%%///i'/////%%////ice///%�//�'/////%�//%'/////i ®0 " %////'/////%%////'//////%////'/////%%///'///////."%//%'//////.'%////MOM%//%%///%%//%i%///%//////%////'/////%%////W///%////'/////%%///�'//////%////�'/////%////,%////, 11 P PEDO"5847AR FRANK L. NDO,P.E. Z l4w, No PE0046549 r4 S IATE 0,, WA T.) SCM-EDUILE., WOOD (G=0,55), ANICI-VIAt SC.* HWUL NO.L.LOW CCAR-RkIl BLOCit (COPI -T 0 �, -ieaftup To 131-01, LOAD Sp-a:,s up To V-0' 5-1, 1 - - CONN TYPc ccNN z u LOAD rctjll� ANCHOR (Pd) qc,� cz L3 C4 C5 co :,.INN TYPE Cl cz (1k -C fi? C-5 c4 -s q ANCHOR Cl 1 ':2 CONN TYPE CS Cl C2 C5 � (7.1 , C-1 F Ili& cs :1 4-%09VE-7i TA-PER+41 -48 6.0'1 6.cll MIN THREAD PEN,-PA-,O,'4 !S2 16.0"116.11" 16VI -6o"161 5.5 1 S. 16 :6.0 1�.51 3.5 3.5 9. z p, ru 'T 1111"4.ENPZ-D 12.01, 4.5" 4$ .6, G 0 -U L4,U"ll?.b 4 0 J.0-1 7.5, 2 5" 2.0- .0 135'LiD 120"130 7 1 --------I-.- - - .0 ce 9 51, 2 51, 2 oll 6 11.=ss, 6 lxu 6 4'7 !6 L 12 16 1 1 60 • ......... 42 . a -72 -i�al s- ico ii. S.. 9.011 11.0 4 .P" S.R:L Tr*" .5 3.5 4 a .0 1�0.111 - - I," ' -1!�V 45'-i.-T 1. SS MACHINE SCR 4.5-1 4Y 3.T' 2.0" 2.0" __ 2.5"12.5" .6. NEI U" f. j IR TLI 91-3-5. 6.0'.1 Vill. 7 111"WOOD BUS 3 vim .5 16-.6 '-Tj ;� '��7.5"1 7 5" 2 cl,1 5, 1.13'MIN Eman A 1/4-20 1 /7/50 5 301, TO 3 r12 SMS W/-FE cvik--1-4 6 W 13VI f EW Ew Ew (ARMORO INSERT W!1-1 1 72 i2 4 3 L-M jull 7-.0"1 7.0"1 3. 12.5-140'1 i.O;' IS 2.0"13.5"1 3.0"011111, 0, 72 U.5"A,.S" .40F /.s-i 7.5 3.3' 3.0" 4.5'14.5 3.5" xx, 0" 1- . - , 31"� 3.0" 3 P/??/ 200 1.5 7.. 0" 1!1.0"]3. -4 WOOD SCUIA 46 160- 16.0", 13.0'13.0" 6.0. 8.5" 2 iii SHS-*I16.0 16.0 8.0" 6.0" .0"16.0" 5.0" 5.0" .0" ui 0 -POWERS T.-- R 1!4 0"16.0" 9.r 9.5 I's-o",6,0' 12.5"14.0" 3 S"17.5" Wn h 1-314 S- �iCAODIJILE� GROUT-FILLIED CONCRETE BLOCK 16.0"16- 16.V"16.0"16.0"15.0 1 .6.:16.0" 2 0- 6 0 8.0" 7.5' 16.U-16.0-16.0" 5.0" 1120111.5'110.0" 3.5"{3.0" 6.0r T-- PENMATION rooE DISTANICS LOAD Spans Upjo�B`-F" ivan;Up To 13--0- �j TYPE CCNN TYPE w IM0 I`y T". "N" AWCHOP --1,2 3 _4 t� L! .4 _. -.L. 'F 04C."CIR SCHIEPUIRE: WOOD 16.0,*le U" .6 0.. jjL v .0.5, 155 157w iry �i�Eoii xL 43 i-L5 g-O" >-'j 1 0.0" "- )0" -�Im _p T MIN.EMBED 62 16.0' "114.05�162 IS S"16 a"16.0"16.0" llor t-, njU o&-- 144 _I LOA _j__ vwo-16. -.16- 2.5" 6.S" 5.5" 7.5" 12.0'.� TYPE C E 2."vo 4.5 6.0 1 CONN TYPE CONN IYPE 9 ANCHOR (Psr) S" 4 S" 6.(r' 12.0"10.. 5.5" 4.S" 6.0 CI C2 C3 _C4 C5 Cl C2"I C3 C4 C5 Cl C2 � 0 I C4 CS 16.011 9 9.5.. 48 16.0., 6.0-1 S.V 16.0' "M 01' 3.5"1 3.S" 10.0" ULTPPCON W, SEC 13.5..lis' 6 ill 1/4 LAG SCREW W4'i'-J/4 E c I7.1 62 4.0" '10 2.5" 6.0" 5 5" 8.0" 6.5', 6..0, MIN THREAD PENr��lr)N 07Ti6 0" L-p 62 36 0'16.C" S 5" 11,01 16.01 I'o I i2.o T4 C' .7','1 .0 -6*0" 1�11,EMPITC, Aj; f6F -12., 4.S 13.5 -3 7 45, 9.v .0'.1 16. 3.5.11"+ 1(). -2.-&. L!;:5'55'.15.0"4160. eoll 2.51, S.01, 110 15.0-14.F'i 4.01' 1 R 151.1' 2.1"�,,20' 50� 6.0" 2.0. R, 200[7.5" 6.0" 4 7.b 6.0" 2.0" 4.0" 6 ws-v� v, -1-0 j.-q�' I/Fl" i6 1 5 4.()l S j-.S, 3.- .0 2'P12N.IDGE DISTANCE 48 16.0"Ii 0"'9 S" S,F" 1 COW 16.0" 6.0" S.S" 16. (r -S"11 C� CS Cl C2 C3 C4 WrTM4 .0.,1 "t 7 OR I I ZlfA ---- - cl C4 62 16.0"16. 7.0" 16.0"14Z'15.0" 4.5" 4.0 9.5' 6.0" 7-o' 2.5" 1� 4 C x12 _ T5 1 72 16. 1 _7 F-.17 C2 16.0•' 6 "116.0"�16.0" '112.5"112.5"_4.0" 3.5" 7.5" W'116.0"l 5.5"1 S.Y':16.01' 51, 3.5" .5 2.0 V J�C MS W1 2 EYEWALL 48 16,0"16.0",10.5"JO.S"116.0 6.5"16.5"1 16.W 3: PENETRATON 2"EMBED-j�- 6,01, 0.0"13.5"13.0"16.0" ARMOR INSERT W/ 16.r 7X 17.5"116.0"115.5"!16.0" So"!4.5" 10.r 19.0-- 8.0- L. S S---fa- 4.5" 2.0" 2.- 16 IF2. 7.0" 6'5" g2V S i_� _72 16.0"i 2§0 110.5"11 2.0- r-T-w 4.5" 2.0" 2.r 6 0" .0 110 '14 io 0 3., 6.0 5.0"V/ ellA 3.0"1 U 1.. 3 6.0' S., j ANCHOR NOTES:SEE SHEET] o0P11YR11W1[1aBMN10 PE io POR ANCHOR NOTES. 15-2338 111CAL& PAM D69QlZP110Nt 13 ... // N E , 1 FRAW L.WWWWO,P.E. ROUND WINDOW BIVAPE0046W . i- v ASSEMBLY P, 4z T EDGE OF 12'MIN FROM N"ACCORDION (k No 004 54 SHUTTER BLADES EDGE OF SHUTTER' EDGE OF ACCORDION TOP OR BOTTOM � SHUTTER BLADES IT LL- 0.12S" 0.125" -0 0.032" nn 0.03r STATE OF c x.0 zLA S. I >`Uc Qi ' ;.•^O z 1,811'0 HOLE TO RECEIVE ROUND WINDOW ASSEMBLY � -.1 , zXpq Z 02.875'J 1.4 0.188" 2.875-0 HOLE(TO RECEIVE 3:t!z 03.25 ROUND Wll�,uW ASSEME!Y) (A cc MAXIMUM OF 3 WINDOWS LIZ tu PER EVI OThEk BLADE 0 LIGHT-N-VIEW WINDOW T-- SASIC PLASTICS SLX143!T-JL-94HB /'2—"\ LIGHT-N-VIEW WINDOW �L ROUND WINDOW ASSEMBLY ',ji N.T.S. EXTERIOR EUE%' 12"MIN FROM i3 EDGE OF SHUTTER, EDGE OF ACCORDION a- II TOP OR BOTTOM SHUTTER BLADES m. RECTANGULAR cm-q, 9 WqNrjOkl.ASI.;EMRLY cc BLADE W1 ROUND WINDOW r -IS wf—S EXTERIOR ELEV E • ! li Ll Ll !'Ll EDGE F ACCORDION il 50 SHUTTER BLADES z 0.145- 1.210"1 —-- tj Li 85' 0.145' 3.5-MINji-, tl VIE R TY;ILAL I pill Yf @ 0 u 0, 1.500'x 6.OUG-HOLE(TO RECEIVE RECTANGULAR ID WINDOW ASSEMBLY) 1.500*x 6.000*HOLE(TO RECEIVE -.161-4 MAXIMUM OF 3 WINDOWS RECTANGULAR WINDOW ASSEMBLY) ! PER EVERY OTHER?LADE .093'- RECTANGULAR WINDC-��: @@ N.T.S. EXTERIOR E,.eV 118' DIA. 0 0.500, .500, (INT.) 3.5"MIN..T- RECTANGULAR WINDOW (EXT.) RECTANGULAR WINDOW NOTES: TYPICAL 19 ASSEMBLY A 145* 1. TF E RECTANGULAR WINDOW SHOWN IN 5/111,IS MADE FROM GE XL30 LEXAN WITH 0 311' 0.075'MINIMUM THICKNESS. 2. FRAME FOR RECTANGULAR WINDOW MAY BE NYLON 6 OR POLYCARBONATE WITH A MINATTACK THICKNESS OF 0.161". 11 TO BLAWI E WITH(6)*4 SS SCREWS OR a'L J,a 1.856' -4�0.177' .35 BOLTS WITH NUTS. 15-2338 1 � SCAM - I - A SECTION A-A BLADE W/ RECT. WINDOW /I RECTANGULAR WINDOW N.T.S. EXTERIOR FLEV �3 N.T.S. EXTERIOR ELEV 13 3/6/2018 Florida Building Code Online Business & Professional Regulationp - 4 FAMMIMMEM _ f = BCIS Home ! Log In i User Registration Hot Topics Submit Surcharge Stats&Facts Publications ! FBC Staff ; BCIS Site Map Links Search I*' Product Approval USER:Public User Product Aooroval Menu>Product or Agglkation Search>Agolication List>Application Detail * _ FL# FL13757-R6 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 Bennardo 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 /� � t of f �Qv�c Subcategory Accordion tV�� 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 9 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. 4 Validation Checklist- Hardcopy Received Certificate of Independence FL13757_R6_CQ_j0Sj?pj.p_0f FL13757_RS_SQ—Ind�RZ>R�f FL13757_Rfa_=—Lldep3-Rdf 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 hftps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yH M uovbm RcEiVwSM E9kgdu PjgrWwKgqkMAsTBN9A%3d%3d 1/2 3/6/2018 Florida Building Code Online Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757_R6_Eststiy—Epuiv 1.p�Lf FL13757_R6_Equiv_Equiv2.pdf FLl 7 7_RL_L luiv—EA iv .Qdf 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_9h_II_Dwgi.pd Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See installation drawings for allowable span/pressure FL13757_R6_AE_Evall.pdf combinations and additional limitations of use. Created by Independent Third Party: Yes 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757_R6_II_Dwg2.pdf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757_M_AE_Eva12•pdf combinations and additional limitations of use. Created by Independent Third Party: Yes 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ: No FL13757_R6_II_Dwg3.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo PE-0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +110/-128 Evaluation Reports Other: See product drawing for additional information, FL13757_6b_6f_Eval3.pd anchorage, etc. Created by Independent Third Party: Yes Rack Plr�xt Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.QQyriaht 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 Accept: Z® ® 99 0 Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKqqkMAsTBN9A°/"3d%3d 2/2 6.8 STREAMLINE SHUTTER ""' ""�°"°E �� L GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ `10 (<_ No PE004654 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH EDITION(2017),FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH - 10 IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN 0 o; o N ( SECTION %� STATE OF ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. '"S 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE CS,'• <oRiD^.. w r�i DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE ' gj'm n REpUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE _ FA. LORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN or "' ` OAy PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. ZW Wu 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. 9>.0 i 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVVIIDED BY A 1.5 Z 14W SAFETY FACTOR. L a 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND W gN 9 ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW 0"w z CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. J� 3 T� B 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WINDJ`J//��// 1AW LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. o w 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE _ .0 F DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR eg A WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 t SHALL BE USED. z = 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC x N SITE. ^+ 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL Z ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER Q " 0.6 e 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 CONDITIONS DETAILED HEREIN AND THE CONTRACTOR �a VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. ' " 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL zm DOCUMENTS. HURRICANE PROTECTION 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING BOTTOM � OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGINED,DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE E 3 DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL LOOONG MECHANISM,SEE 13. EACH SHUNTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION FORT LAUDERDALE FL MISSILE LEVEL D-ASTM E1886,E1996&E3301 SHUTTER ELEVATION z TAS 201 202&203 R FLORIDA PRODUCE APPROVAL NUMBER TABLE 2' 1 N.T.S. EXTERIOR EIEV 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 A.s.I. MINIMUM SEPARATION FROM GLASS 15, ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL 8E 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. NON-HVHZ ESSENTIAL 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR C g 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 a 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS bag; / 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 5 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE �!J 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE d f� 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 72 2-1l4' 1-58' 238" 11-518, 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. ii 99" 3.1/2• 1-718• 3318" 1-78' f! TABLE 1: TABLE 1 NOTES: 120" 4-118• 2• 4 va 2" 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4.78" 2" 5• �( 2• Qs 7 ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE i ! > MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: ■ t SPAN SCHEDULE AT EACH RESPECTIVE SHIfTTER SPAN. 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. fR1 BR#MRLIB�"IEOPE 2. NO"VHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER T05RID/F- 15-2339 SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQQUIRED FOR INSTALLATIONS IN WIND ' SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SC'✓� - - DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PAW LIWI (PSF) SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30'SHALL 72' 100 100 HAVE 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8'WHEN>30' ABOVE GRADE. 99" 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 1 120. 59 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. �7 6. SEPARATION FOR GLOSS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM Tau' 144• 43 40 E1996-09. `111111111111 )-'P.F 1.9so• `�` r1K 7. }0.125' 0.610' STAINLESS STEEL '2� ALUMINUM NYLON MER OR ;�`��!.••U T ASSEMBLY I Cp.p 0.35T 0.rJc�7 0.320.0 HOLE y, * A'o !10 z 2-3/4"410 HT S.S. 0.276• n 0' 0.0 NYLON H• .'P: 20'o ARTS SCREW W/TC ULTRACOTE E..C*2 0.591" =O 1 f n C0.1 COATNG �7r' 'D 1.100"-f X0340' r TRACK RYP TOP 6.BOTTOM) - 1 •.• ST,1� ` 1 NYLON BUSHING W/WASHER: YIOQc W F s I NP.AT EVERY OTHER 0.750• 7/16'0 z 1/2"O INTERIOR JOINT TOP �i 0 9'•' --5'MAX. INSIDE JOINT AT TOP. 0'8�" NICKELLID BRASS, 7/16'02 1"O INTERIOR JOINT BOTTOM 0.154' �-0.13T iZZi,, 'ENG , (f LLN I� ANGLE HOUS NG-ZCYLINDER-INC DICAST,POWDER COATED ETHER CAN BE USED ON EXTERIOR II 11111111// Z �w U� x 19 SCALE HALF 512E 22 ROLLER ASSEMBLY 2q BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT 01 auk "g SCALE HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE Xy m ? SCALE.HALF SIZE SCALE HALF SIZE SL OR KEY/THUMB TURN OPERATED INSIDE. W u 2 HO.25V 23 BRASS PUSH LOCK 8�uj� SCALE.HALF SIZE 3 IL x"11 i V rL R0.155* 1,979• 1.742' 2.12r ID p W 80.500" 4.000' 0.236' 0386' 1.603' 036T 0.500" 0.623• 1.710• 1.221• ?9-6' 0.090• 0.319' 0.531• 0.531• 0.064' n .26 0 o• o 2.250• I a ;26' 0.2� o o 0.60 0.607' 8i rn e 0.118' 0.224' 00.060'2.aoo• 0.210" - .:. .: - N 2.750• zcr O, RAINGUARD 2g DECORATIVE FLOOR TRACK6• _ � SCALE HALF SIZE SCALE.HALF SIZE 0.160• 0•�•f r 0.240 1.001 0.062' p,p�" 0.062' 0.176' g 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER S SCALE HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE G 0.062' 3 ¢ � t 5.500"x 13/16"WIDE }--'}0.400'441 -_T 7/16'0 STAINLESS rL+o STEEL NUT 0.12r n - 0fr 0.438• 0.188' 5/16-18x1 MACHINE SCREW • A�+, LL Tom• 5/16.0 INTERNAL STAINLESS STEEL �c 0.121' {p,(�9" POWDER COATED,ZINC DIE-CAST THREAD �+ k 4.500" HEAD STYLE VARIES _ a SECTION A 1•uso•� '� DELTA MODEL 2022 36 T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW - INDUSTRIAL SYSTEMS (OPTIONAL) SCALE FULL SIZE SCALE FULL SIZE 0,254" qO 40b O a a a 35 BOX LOCK SCALE HALF SIZE END STRIP 1" >!l�d SCALE:HALF SIZE �11pp 2.000' j F -1.625' {-1.500-j �ro.12r 2" & 3" EXT 0.123-1 SCALE HALF SIZE 0.05.1 0.093" ,"�•� 0.125' � ����•� 0.095" T 0.125' C9/fNfilftWN(L®M1IOOFF 0.250' ^' o.oas• 0.093• 15-2339 L M alt: I PAGE DtOMP IM. -- 7.000' 1 L O2X7 ANGLE 20 ALT, 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE 1)9 39 SCALE.HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE SCALE HALF SIZE B NARDO,P.E. ANY ANCHOR PER ANCHOR \ /4 EDGE DIST. SCHEDULE 0 18" 11 O.C. EXBiTING D1Sr. I� GLAZING - SEE END STRAt�44"�'� SCHEDULE FOR E4+oC No ED04 '� ANGLE EMBE n SPAN WHEN(ISI*G: - d LEG RECITON ua�I 20,400,40b 6R�00, EMBED. 17 gyp'�y~ (INTERIOR) �I II pry IMM. OR 6.8 START 17IC 17 M . wtnl 21 OR 2� N.0.062"THICK 6063-T6 ALUM.Mai ANGLE 1"z 1'MIN.TO 2"x 5'MAX. 21 25 / S 30 (ANGLE LEG MAY BE REVERSED) DIST. FASTEN ANGLE TO TRACK W/ /I 'z' ui i ANY ANCHOR PER ANCHOR (2 *10x1'SCREWS AT - CORNE TOP B:BOTTOM;AND QQ r1s. SCHEDULE 0 18"O.C. R, ('4 Q W= u ATTACH TO 6.8 STARTER W/ m z 13 13 13 13 i12 x 1/2'GALVANIZED OR S.S.SMS, *12 x 1/2"GALVANIZED OR Z O W 30 S.S.SMS 3/16'0 ALUM.POP W l(1 o ti J w 6.80"(TYP.I I 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE 0 WI z + USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT B NUT 018"D.C. ALTERNATE END STRIP DE AIL BOLT NUT O 18"D.C. 3 (EXTERIOR) 5/16-18]NUMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE INSERT 3 AT 1/3 SPAN TO 213 SPAN SCALE 3"=V-0" ANY TRACK W/ TYPICAL PLAN VIEW FROM Bo OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. o W HOLE SHALL BE 3/8"MAX WIDTH,UP TO SCALE 3'•=V-0" 1"HEIGHT. 1"Bro(2 7-) 1 ® 72 100, 82 94• m USE(1)BRASS PUSH LOCK 11 " OR 11)5/16-18 THUMB 1 2 7 SCREW IpIjO THREADED LOCKING DETAILS FOR 2-BIO i•7) 2 95" SEE END STRIP INSERT 071 AT 1/3 SPAN CENTER MATES ® 72 w?e TO 2/3 STAN FROM SHOWN ON RANDOM SCHEDULE FOR MAX. BOTTOM OF SHUTTER �Ipp -a RECEIVING HOLE SHALLtA" DETAILS ' 72 7W 7I 0,400N40b ORIN� o 3/8"MAX WIDTHUP T 01/4= OR 6.8 STARTERt"HEIGHT. ALT.1'60 82 110• 0f MA)(, WITH 21 OR 25. p n (27') 1 C ❑a 1 n 1 ` z.h m' 2D 112 \ 40 USE APPROPRIATE -�" I W 132 STARTER STRIP TO U Z --- - - --- --- 1.618' 45 20 PROVIDE CLOSURE t0 E 13 X0.OW 52 FOR c � 81• BUILDING CONDITIONS. E 3 g 3 s. FASTEN STARTER STRIP (INSIDE) 70 TO TRACK W/(2)010x1' 2•x3' 45 138" SCREWS AT CORNER.TOP /// 25 52 2 1 ALTERNATE END STRIP DETAIL a Bo7roM. O o LL ANY TRACK W/SCREW L , 13 a n L� 2s 00 12T 7 12 SCALE 3"=V-0"Im 118• BOSSES. ��� I 70 111• zae! 1 SILL a W FOR GREATEN SPANS OR LOADS THAN SHOWN IN END STRIP SCHEDULE,END 0 STRSP REQUIRE A i'!t1'.090'CLIP ANGLE (n MID AN USI NG ANT ANCHOR ON TME EXISTING GLASS ANCHOR SCHEDULE&? 13 1 h SCREW OR U4-201OLTTO END Sf P. { USE(1)BRASS PUSH LOCK 30 'An u+ USE(1)BRASS PUSH LOCK ,,----„..kktt OR(1)5/16-18 THUMB 3U 13 <m OR 11)5/16-18 THUMB (INSIDE) aI m SCREW 1 0 THREADED /� ma NSERT 137OAT Ria SPAN SILL 2 S'I INSERT X37 AT 1/3 SPAN za¢ !/ @ I TO 2/3 N FROM € TO 2/3 AN FROM BOTTOM OF SHUTTER (OUTSIDE) BOTTOM OF SHUTTER ggg RECEIVING HOLE SHALL BE 3/B”MAX WIDTH,UP T i 1'•HEIGHT 3 TYPICAL OUTSIDE CORNER CLOSURE '00e 196�1 =x� 9 eDETAILS WO/CORNER POST 5 04 30 � SIR NT$ 13 30 CDPNOMIRN4ILB910MOPE 73 SILL 31 2 t5 3 3 (OUTSIDE) 15-2339 USE 111 BOX LOCK A7 1/3 Rual SPAN TO 2/3 SPAN FROM OAK D"O1aR0NI N BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE w CC2 DETAILS WO/CORNER POST �`g MULTIPLE SHUTTER ASSEMBLY NTS = ,� SCALE, 3"=1'-0" /il I FRANK L.9ENNAIIDO,P.E. Cl CONNECTION TYPE t� 1ii REFERENCE ANCHOR /—EXISTING HOST SCHEDULE FOR MAX STRUCTURE SPACING i — Cl CONNECTION TYPE i/4-20 MACHINE BOLT REFERENCE ANCHOR 1/2' W/NUT P 12'O C OR a / \ SPAC�NGE FOR MAX. ®- #14 SMS @1 6"O C / \ (TYP.TOP bBOTTOM) ALUM. TUBE r"17 ` � u 2 FASTENERS 6063-T6 ALLOY I F ��T O M EACH ANGLE SEE TARLF A FOR SIZE. I I 11 5)OR�OR O OR 1"x 2"x 1/8'• ALTERNATE TMRU BOLT OR 2'x 2"x 1/8" I/ Cl CONNECTION TYPE MN GLASS w Fl>Y ALUM.ANGLE ° I 1 ___-_ _ REFERENCE ANCHOR r11�1 l - SCHEDULE FOR MAX. SEPARATION 13 SPACING PER TABLE 2 N' X G IqA B THREE 3/16"0 ALUM Z p 8 POP RIVETS OR o 1 I IH ut]i a m WW NJ THREE#12 SMS,TVP. ° 17 \ R X viF rL 3/16-0 ALUM POP 17 RIVET OR#725M5 i ! \\\ EFW NLu TABLE A(cm) (m 1e oc trvPt ''--_- A�/ A� S 60R �PR E VS ALLOWABLE LENGTH \ 0MAY USE MALE OR \ _PSF � FEMALE LOCK-SLAT 62 yp. 16S 13 ALTERNATE THRU BOLTI 111 MAX.FROM PIN C5 CONNECTION TWE Cl CONNEGUIDE TO BUSHING n �+ 1� TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCWASHER(TYP)119` 17r NTS SCHEDULE FOR MAX SCHEDULE 92 114' ur SPACING _,A./ 14x3/4"SMS @)9"O C182 117 167 - ' ANGLE TO TUBE CONNECTION �120 101• 14r 2"x 2"x.125"TABLE B(cc4) EXIST EMBED 6063-T6 ALUM TUBE C�100 9r 133' PR�l1RE V5 ALLOWAK LEIK�H STR _[�< 200 6S 114' ON TYPE 2'x211/B 3"x3*x EDGE DISTANCE RE ERENCETIANCHOR w PSF WTrH ql0 WITH o, SCHEDULE FOR MAX SPACING 62 113" 166' n loT 157' FASTENER(d 18"O C CI3 ALTERNATE BUILD OUT MOUNT SECTION S (USE ANY ANCHOR SHOWN a a 62 101' 147' IN ANCHOR SCHEDULE) SCALE 3"=1'-0" m ri dF 92 9S 139' 102 97 Or R 120 93' 12r 150 74' 109' w 6W 91. OI r w rim rl 2 x2'x 3/16 RIVET OR#12 SMS 090"6063-T6 VE GLASS j Now o (0 18"O C. OR 1/4-2 17 ALUM TUBE TYP. N "' = 2 u�, k NUT B BOLT ITYP) 4"1 m 3/16"0 ALUM POP sGLASS 333 888555 ALUM. TUBE RIVET OR#12 SMS Z � OR DOOR < p<4 6063-T6 ALLOY (ib 18"O.C.(TYP.) rE a SEE TABLE B FOR SIZE. %..x 5"x 1/8.. 2 FASTENERS CONTINUOUS EACH ANGLE ALUMINUM ANGLE 9 1'x 2"x 093"6063-T6 OPTIONAL ANGLE INSIDE ALUM.ANGLE,TYP. THREE 3/16-0 ALUM. R 17 ORIENTATION TYP 17 POP RIVETS OR 17 THREE#12 SMS,TVP66) 1"x 2"x 1/8" OR 2"x T'x 1/8" 4 CONNECTION TWE 13 I REFERENCE ANCHOR E ALUM.ANGLE SCHEDULE FOR MAX GI R USE MALE OR FEMALE SPACING C7IRRRPAYKL6MO0 PE LOCK-SLAT ]STi3 t3 BLOCKI OR WOOD DNG EFRAMING 15-2339 i 6DA1b (OUTSIDE) EE INSIDE SILL MOUNT SECTION PA�OONt #12 x 1/2"GALVANIZED SCALE:3"=1'-0" OR 5 S SMS.3/16-0 ALUM. CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET.OR 1/4-20 SIDE CLOSURE OPTIONS 91 NTS MACHINE BOLT&NUT SCALE 3"=1'-0" (d1 18"0 C FRANK L.WNNARDO,V.E. C5 CONNECTION TYPE 6 1119 REFERENCE ANCHOR EXISTING Z SCHEDULE FOR MAX STRUCTURE o O SPACING 5•'MAXI . GLASS o: W" GLASS W C1 CONNECTION TYPE 1/4-20 MACHINE BOI�f� C7 OR DOOR Ou OR DOOR W w REFERENCE ANCHOR W/NUT(m 12"0 C OZi L(,; N0 r u vl Y r w ] SCHEDULE FOR MAX. M14 SMS(�6"0 C �K =w G'- MN 13 j O' SPACING 1/2'• (TYP.TOP R BOTT64 1..!' 10 N; * " MN 3 V!N N W GLASS N r N m /2.. b a. 1/4"-20 THRU BOLT W/ GLASS G m 1114 x 1/2"SMS QD 12"O.0 PARATI X= Z r w — W m PARATIO I Q PER r Q r ~.� LOCK NUT(&12"0 C.OR 1C 1-w r OR 3/16'•0 ALUM POP Q Q 0 IA 5 6 R PER r TABLE 2 0. O � J 12 x 1/2"SMS[�12"O C E$ L�r RIVETS(A 6"O C. OR 1/4"0 Y N w o OR 6 i is n OR 3/16•'0 ALUM.POP TABLE 2 Z] RIVETS @ 6"O.0 E.S \ I ALUM POP RIVETS(�12"O.C. 11. R 1/4•'0 ALUM POP RIV�Sl Q1 ANO 3O C0 12"O C E 5. ASSEMBLY 1/4"MAX FROM PIN SMEpARgTISOSN 13 w va SQ W i 1/4"MAX.FROM PtN 1/2"TYP PER TABLE 2 F- IZXO9ANO GUIDE TO BUSHING UI TO BU RING L WASHER(TYP I o WASHER ITYP I 3,N i WW "19 u ASSEMBLY m GLASS N Z"m i 1/2•• 1/2"TYP. EXISTING CONCRETE, O In / W 3 CONNECTION TYPE OR DOOR Q ; 1 o BLOCK OR WOOD FRAMING X O Z r K s�W w EDGE REFERENCE ANCHOR a M Q N W / 4 CONNECTION TYPE DIST SSCHEDULE FOR MAX. I a N Q W / EDGE REFERENCE ANCHOR SCHEDULE FOR MAX Q SPACING AS SHOWN w 3 CONNECTION TYPE IN DIAGRAM ON PG.9 W N (R0 6 OR 111///CCJJJ REFERENCE ANCHOR O v3 m SCHEDULE FOR MAX. EXISTING CONCRETE, 0 6 SPACING ALT FASTENER BLOCK OR WOOD FRAMING /2„ GUIDE MAX FROM PIN \ C1 CONNECTION TYPE GUIDE R BUSHING LOCATION.FRONT AND REFERENCE ANCHOR 1/ WASHER(TYP.) m" Q' Y 1/4"MAX FROM BACK ANCHORS NOT RED O INSIDE MOUNT SECTION SCHEDULE FOR MAX. t9 W�3 WITH THIS LOCATION PIN GUIDE TO SCALE 3"=1'-0" SPACING 5 CONNECTION TYPE W$ BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR wa (TYP) SCALE 3"=1'-0•' SCHEEXISTING CONCRETE. SPACING LE FOR MAX / BLOCK OR WOOD FRAMI EMBED. _ I� �/ CQ BUILD OUT MOUNT SECTION —— TYP BOTTOM EXISTING CONCRETE, SCALE 3-=1'-0" 1° Y BLOCK OR WOOD FRAMING cW-T S EDGE IST TRL1C1G 3 g NOTE FOR DETAILS A.B,D.AND E ON THIS SHEET. 4 CONNECTION TYPE STRUCTURE d THE BASE TRACK MAY BE INSTALLED IN SECTIONS W REFERENCE ANCHOR EMBED 5 CONNECTION TYPE WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS SCHEDULE FOR MAX. REFERENCE ANCHOR A MINIMUM OF TWO SETS OF ANCHORS AND IS A m O a R MINIMUM OF 12"LONG THE SILL OR CEILING TRACK W 5 6 SPACING SCHEDULE FOR MAX. L - t USED WITH THE BASE TRACK MUST BE CONTINUOUS - SPACING !`ill 2i OVER THE GAPS BETWEEN SECTIONS. 3 16 1/2" (DORO2 � � r w p N r W W O a OR DO �$ OR DOOR GLASS 13 w 012 x 1/2"SMS(l6 12" EPARATI = I SLLl M r"' OC OR 3/16"0 ALUM PER VI p yl m 13 uwi I O q e rw]] POP RIVETS CA 6"CIX TABLET x 02. GLASS OR MN GL•AS ]I�I� r IA I O OR 1/4'0 ALUM POP Q M a DOOR N r Z u m MN GLASS 13 NF Zum RIVETS(A 12"OC E OWN PER TABLE 2 X Z Ao 02F- SEPARATION 20< g, 1/4-20 5 5 MACHINE PER TABLE 2 OIL Q J p Q r O AND 08 MAX.FROM PIN I u 6+P �^ I 0. ASSEMBLY 1/2' GUIDE TO BUSHING Q h SCREW 8 NUT(d u W 1/2" 12"OXTYP. WASHER(TYP.I r •_ GLASS W N 1/4"MAX.FROM PIN OR DOOR 1/4"MAX FROM PIN m O 3 X GUIDE TO BU RING W 4 CONNECTION TYPE 1/2" 4 GUIDE TO BUSHING �•! a O WASHER(TYP) iN = AS IT YP I EDGE REFERENCE ANCHOR EXISTING CONCRETE, DIST SCHEDULE FOR MAX O�IIONII7N/IL®NVOO PE ti z m BLOCK OR WOOD EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG 9 RE ERE NCENG AS SHOWN 2 TIANCHOR ON TYPE15-2339 FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. OR x 3"x 1/4"CONT 3 CONNECTION TYPE a12 x 1/2"SMS Cm 72'. SCHEDULE FOR MAX SPACING PAW oaalvrmm. 063-T6 ALUM.ANGLE ��S EFERENCE ANCHOR O.C.OR 3/16"0 ALUM SPACING ALT FASTENER EXISTING CONCRETE, AY BE REVERSED CHEDULE FOR MAX. pOP RIVETS CLOCATION FRONT AND BLOCK OR WOOD FRAMING PACING BACK ANCHORS NOT REQ'D S SH016FN DASHED) OR 1/4••0 ALUM POP WITH THIS LOCATION C A 12"0 C O RIVETS( . _--- WALL MOUNT SECTION CEILING / INSIDE MOUNT SECTION WALL/BU E O ILD OUT SCALE 3"=1'-0" SCALE 3"=r-o•• SECTION 0 SCALE:3"=1'-0' MN GLASS 1111 gr 9NNARDO,P.E. GLASS SEPARATION Z J ��q9 OR DOOR PER TABLE 2 13 o G N4- w0= �W � GLASS OR � `C•' I U jQ Z DOOR .' No P 6 C =W a GLASS OR - _*, DOOR MN GLASS X0. N 0 ^ SEPARATION a=C MN GLASS W J PER TABLE 2 S r F SEPARATION a r m STA _ Z? PER TABLET r W j ar '�(O 1 O L r N 2 �, wlr� "... N Q AM Zo= L FOW �I rr Wit Y j 13 K'A 13 ion 0E cS<W$ 5t J _ /2" 1 J�Q Cl CONNECTION TYPE Q j'w z x 1/4"MAX.FROM PIN GUIDE 28 u a REFERENCE ANCHOR L O Z Z ` n 0)11 W TO BUSHING WASHER(TYP.) a M SCHEDULE FOR MAX ua WW Lu i TWO 1/4"0 WOOD 250'• SPACING aN NK u LAG SCREWS(A 24" C4 CONNECTION TYPE .250" w OC MAX WITH 2" REFERENCE ANCHOR '1 OIII w THREADED PENETRATION SCHEDULE FOR MAX. \ ^ N O 6 "T"INTO CENTER OF 2X STUDS / SPACING /w A EMB "T 14 SMS IS MIDSPAN BETWEEN - B STUDS FOR TRACK TO i"x 4" // I PLYWOOD& TUBE CONNECTION / EXISTING HOST STRUCTURE n STUCCO FINISH 1"x 4"x 12S" ^ 6063-T6 ALUM TUBE O DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL uy THIS DETAIL TO BE USED WHEN STUD SPACING SCALE 3"=V-0" SCALE:3"=1'-0" C8 EXCEEDS TME MAX.ALLOWABLE ANCHOR SPACING. Ha c O WALL MOUNT SECTION THIS DETAIL MAY 7. N pp� 0 n G gE�pm SCALE 3"=T-0. ALSO BE USED z'S Ed AT TOP _m< ACCORDION SHUTTER W E $3 g PER PRODUCT APPROVAL- r o -GLASS w a: r ' MN GLASS OR DOOR r Oi Z SEPARATION 13 7 N R PER TABLET APPLICABLE AT TOP Z" N EXISTING WOOD(G=042) TRUSS OR RAFTER .� AND OR BOTTOM I Q a X Z a 4 (�24"MAX O C. ut L N EXISTING FINISH 2"Oft 3' MATERIAL I I I ii ,I 1/L"MAX.FROM PIN GUIDE6063-T6 ' I 1 I 1/2"MIN. 5 n 2"x 5"x ANGLE (S�[ TO BUSHING WASHER 177E 1 ALUM.ANGLE W/THREE 2"x 3"x "x CONTINUOUS OR 2.175" �'i 6 1/4"TILE(TYP) 1/4"0 WOOD LAG 2"x 2"x'%"x CONTINUOUS FINISH MATERIAL SCREWS WITH 2-3/4" hag;6061-T6 ALUMINUM ANGLE 3/4"PLYWOOD MINIMUM THREADED �' �¢1�S O; 0.9'MIN.THICIL 6061-T6 ALUM TRACK X —1/4"'0 A325 GRADE THRU BOLT 7"O.C. PENETR "T"IN WOOD(d 5 6 Cm EACH RAFTER OF TRUSS, Y FASTENED TO ANGLE WITH 1/4-ZO OR 5/16"0 A325 GRADE THRU BOLT(a 12"O C. o ANGLE FASTENED TO F 24'"O.C.MAX.WHERE MACHINE SCREWS AT 3'FROM ENDS GAL V.OR S S EXISTING 3 KSI CONCRETE ANGLE EXTENDS BEYOND AND 9"O.C.FOR THE BALANCE HOST STRUCTURE WITH LAST TRUSS MORE THAN EN D 1/4"m ELCO UL TRA C ON TO CONCRETE/CMU 3'i 0 ELCO ULTRACONS AT 6 EXTEND ANGLE TO W �y STRUCTU E(3000 PSI MIN 5"0 C W/1-1/t"MIN EMB NEXT TRUSS. 3*FRO ENDS AND 4"O.C. 2-1/y MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW @ 9"O.C.W/1-7/8" FOR BALANCE WITH 13'I MIN.EMB. IN WOOD SG.0 42 TO 0.55 MIN EMBEDMENT AND 2S4" MAX.DESIGN LOAD AT S'-0"MAX SPAN: EXISTING CONCRETE, Ilyy g a MIN EDGE DISTANCE, t 62 P.S.F. 13 I F Z L mJ I Fi ! •iP STAGGERED WITH 3"MIN. HOLLOW BLOCK OR N MAX.DESIGN LOAD AT 6'-O` SPAN: WOOD FRAMING SEE W8'^a mT'IOffRY1KLBM4O0 PF 2"x 5"x 1/8"CONT. X Zr SPACING,TYP. t 52 P.S.F. ANCHOR SCHED ALUM AN (6063-T6) o a 15-2339 BUILDOUT MOUNT BASED U TYPE OF HO STRUCTURE A� �rnLv SCALE�NTS IMAX DESIGN LOAD 72 P S F) a FAMo � 8PASS THRU DETAIL Hb SCALE 3"=V-0' O TRUSS MOUNT SECTION 91 SCALE:3"=1'-0" EXISTING HOST ALT.LEG DIRECTION 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 EDGEOF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2' SPACING,AND 3-MINIMUM EDGE DISTANCE TOP OR BOTTOM I (2)6063-T6 UMINUM ANGLES PER BEAM END,SIZE 0 654[9 1/2' PER SPAN TUBE SCHEDULE EMBED, SPAN TUBE PER - DESIGN SCHEDULE -_� ' 0 ACCESS HOLE EDGE Of ACCORDION 1/4-20 MACHINE BOLT W/NUT 0 4kE F�~' SHUTTER BLADES 12'O.0 OR 114 x 3/4'SMS 6'O.C. '.�� .,n 3.5'MIN �s N TYPICAL - 1/2'MAX. � 3'MIN 5 6 EDGE 3 t6 co Igo `2.875'0 HOLE(TO RECEIVE DISTANCE ROUND WINDOW ASSEMBLY) EXISTING Il SEPARA ON t3 WW 0 MAXIMUM OF 3 WINDOWS WS OR1*pp "+y]g = PER EVERY OTHER BLADE C'�DOOR rj O= @ 1 LIGHT-N-VIEW WINDOW fd9 3"MIN <_ EDGE 1/2"MAX w a O 8 N.T.S. EXTERIOR ELEV k DISTA Iwil vai ~ 2:0cc 5 6 f O 0 ' 3 t6 Mkr%,MAX.FROM PIN GUIDE rine N TO BUSHING WASHER(TYP I wr1/4-20 MACHINE BOLT W/NUT 0^�0 1/2' ACCESS 12'O.0 OR 114 x 3/4'SMS 6'O.C. 2.875'0 HOLE TO Y RECEIVE ROUND SPAN TUBE PER w B WINDOW ASSEMBLY EMBED. DESIGN SCHEDULE 1/2' (2)6063-T6 ALUMINUM p AX. X ANGLES PER BEAM END,SIZE m 0$ s EXISTING 1 PER SPAN TUBE SCHEDULE p c j�p c MOST 1/4'0 THRU BOLTS SEE BEAM ir STRUCTURE SCHEDULE FOR REQUIRED NUMBERS �uyyy� 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN EMBED IN CONCRETE OR HOLLOW BLOCK 3'MINIMUM 0.125' 0.125' SPACING,AND 3"MINIMUM EDGE DISTAkE p 0.032' 0.03Y MAX.DESIGN LOAD-t 72 PSF Q O o.19s• - \ r31 SPAN TUBE SECTION g / \ 8 N.T.S. VERT SECTION o 1; *Se / \\ / SPAN TUBE SCHEDULE 6 V / 1 ALLOWABLE TUBE HLOMER OF ANCHORS� MNBAUIi ANGLLE " z ROUND rU3E SHUTTER SPAN TMNBOLTS ANGLE LENGTH s Ao WI DOW SIZE SPAN TOP BOTTOM TOP BOTTOM TOP 80TTOM TOP BOTTOM IN N 1 / ruBE TUBE TILE TILE TUBE TUBE TUBE TUE y I^ B7 12&B' 136.7 2 2 2 3 4• r - �t \ / w 3r720k• a.' 101.1* 106..' z 2 9 3 r r �a>�a t a / - 121* LIB..' W4'. 2 2 3 3 r r ` \ rxex 67 120.1* 187.7 2 2 2 3 P r 0.125• Lk' 1+4.7 121.1* 2 2 3 3 r r ��� / 1zr 1020 i 08.7 2 2 4 4 17 q'V e7 +36.7 180..' 2 z a a r 6 E 02.875' _-- }"-f 0.188• ( 2ax 67 122.r 106.r 2 2 3 4 r �. p 03.250" / u.,aa' 12r 115.4" - 137.6' 2 3 4 6 17 67 166.1" 240.7 2 2 3 4 r zxtoti< or 140.0 226.' 2 a 4 6 17 LIGHT-N-VIEW WINDOW �\ / 01°77 12r 132.z' 203.,' 3 . s 7 11* c0Pno0nLw LBINWOD PE 29 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB SPAN TUBE SCHEDULE NO1 - x x x 4'ANGLES FOR 2"x5"&2"x6"BEAMS. 15-2339 2. USE 2'x5'-1/4'ANGLES FOR 2'x8"IN 2"x10"BEAMS. _ - 3. USE BEAM SCHEDULE FOR DETAIL 3/8. SCALouufPr3ow� 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER PAW CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. 2 BLADE W ROUND WINDOW s. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, 9 ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS a N.T.S. EXTERIOR ELEV 6. LAP BEAMS A EL NOT ALLOW D. no 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. ANCHOR SCHEDULE: CONCRETE IUNKL BENNARpO,V.E. 111 ,PE06465.9 _ 2.5'MIN EDGE DISTANCE 1: LOAD � Sorr Up To W-0" Soon Uv To 8'-3" Swn UO To 12'-0" oANCHOR OA CONN TYPE CONN TYPE CONN TYPE _ Cl c2 C3 u a Cl Q © I C4 I CS Cl C2 C3 04 1 CS No PE 1/4"ITW TAPCON OR ELCO 43 16.0"16.0"ISArl 16.0"16.0"16.0"16.0" 9.0"113.0"116.0"16.7' 9.5" 5.5" B.S' 14.5' ULTRACON WITH 1-3/4' 53 16.0"16.0"10.5'14.5'16.0"16.0"12.0' 7.0"110.5-116.0-15.0" 7.5 4.S' 7.5" 10.5' EMBED(3192ps1 MDI CDNC) 62 16.0"16.0" 0.5 ILS'16.0"16.0" 9.5 S.5 8.5- 15.0"15.0" 7.5 4.5 7.5 10.5' -_� c 70 16.0"13.7' 7.0" 11.0"16.0"15.5 8.0" 5.0" 7.5 11.S'15.0" 7.S" 4.5 7.5 10.5' 7 / 8 COMBINATIOMO�•, STATED Z�, >< 100 15.7' 7.5 4.5" 7.5" 10.5"15.0" 7.5 4.5" 7.5" 10.5"15.0" 7.5" 4.5 7.5 10.5' 2 x S TVP g /000 COMBINATIO* R 1/4'MILLENIUM MILLFAST 43 16.0"16.0"15.0"16.0"16.0"16.0"16.0" 9.0" 13.5"16.0"16.0" 0.5 5.5" 9.0" 13.5' �lrs''��RIO N$ W ITH 1-3/4•EMBED(3275p1 53 16.0"16.0"11.0"15.0"16.0"16.0"11.0" 7.0" 10.5"16.0"13.5 7.0" 4.5 7.5 9.5" p �ANAL o =N Y Mtn CONCRETE) 62 16.7'15.0" 8.5 13.7'16.0"16.0" 8.5 5.5 9.0" 13.5"13.5" 7.0" 4.5 7.5" 9.5 111111 I I j U u ♦mss 70 16.0"12.0" 7.0" 11.0"16.7'14.0" 7.0" 4.5" 6.0" 10.5 13.5" 7.7' 4.5 7.5" 9.S" rrnn ` 100 13.5" 7.0" 4.5 7.5 9.5" 13.5" 7.0" 4.5 7.5 9.5 13.5" 7.0" 4.5" 7.5 9.5 u�y g r W i 8 1/4'BLO CRET@LDI S54 13 16.0'116.0"11&(r 16.0"16.0"16.0 16.0 13.5"16.7'16.0"16.0"12.5" 8.0" 13.0"16.0" Z^ m w , W/2"EMBED 1 x 5 TVP. x S TYP 1 p Lu w (3350pM MIN 53 38.0"16.0.16.0"16.0"16.7'16.0"16.D"10.0"15.5'16.0"16.0"10.0" 6.S' 11.0"14.0" W W U 9.� z CONIC) 62 16.0"16.0"12.5"16.0"16.0"16.0"12.5 8.0 13.0 16.0"16.0"10.0" 6.5" 11.0 14.0" 3 6 70 16.0,16.0"10.5'16.0 10.0"10.0"10.5-17.0- 11.5 15.0'16.0"10.0" 6.5" 11.0"14.0" y Ix 100 16.0 10.0" 6.5 11.0 14.0"116.0"10.0-16.5- 11.0"14.0"16.0"10.0" 6.5" 11.0 14.0" 1"MIN EDGE DISTANCE NOTE "S"INDICATES ANCHOR SCHEDULE SPACING by Cl C2 C3 u CS Cl C2 C3 u C5 Cl C2 C3 a CS SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4'Inv TAPCON OR ELCO 43 16.0"16.0" 7.5 8.0" 16.0"16.0"16.0" 5.0" 5.5 16.0"16.0" 9.7' 3.0" 4.0" 14.0" ULTRACON WITH 1-3/4" S3 16.0"16.0" S.S. 6.5" 16.0"16.0"12.0" 4.5 16.0"14.5" 7.5" 30.0" - C2 CONNECTION TYPE USING PIECE WITH OUTSIDE N ANCHORS ONLY EMBED(3192ps1 MIN CONIC) 62 16.0"15.5" 4.S" 5.5" 16.0"16.0" 9.O" 4.0 ICS"34.5' 7.5' 10.0" - C4 CONNECTION TYPE USING PIECE ®WITH 70 16.0"12.5" 4.0" 5.0" 16.0"15.0" 7.5" 11.0"14.5"17.5" 10.0" OUTSIDE ANCHORS ONLY 100 14.5" 7.5 10.0"34.5 7.5" 10.0"14.5" 7.5' 10.0" 1/4'MILLENIUM MDLFAST 43 16.0"116.0"111.0"13.5"16.0"16.7'13.7' 6.5" 9.5" 16.0"13.0" 7.0" 4.0" 6.5" 10.5" t0 f WITH 1-3/4'EMBED(3275p41 S3 16.7 16.0" 8.0" 11.0"16.0"16.0" 9.0" 3 W, 7.S' 16.0"10.5' 3.5" S.S' 7.S' ANCHOR NOTES: MIN CONCRETE) 62 16.0"11.5' 6.0" 9.7' 16.0"13.5' 7.0" 4.0" 6.5 11.0"10.5' 5.5' S.5 7.5 F a 70 16.0" 9.5" 5.5" B.0" 16.0.11.5" 5.5" 5.5" 8.5" 10.5' S.S' S.5" 7.5 1. SPANS AND LOADS SHOWN MERE ARE FOR DETERMINING ANCHOR SPACING y S ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE 100 10.5' 5.5 5.5-17.5- 10.5" 5.5" 5.5" 7.5" 10.5' S.S' S.5' 7.5 LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). ^ 1-1/4'MIN EDGE DISTANCE ou ANC ALL-POINTS SMBEDSET 2. ENTER ANCHOR SCHEDULE BASED E. THE EXISTING STRUCTURE E MATERIAL, fs? m.m u ANCHOR W/7/6'EMBED 6 Cl C2 C3 G CS Cl C2 C3 C{ CS Cl C2 C3 C4 C5 ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1/4-20 SS MACHINE SCREW 43 16.0"10.0" 8.5 10.5"16.0"16.0"12.0 5.5 7.5 16.0"12.5 6.5 3.0 5.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (30DOPs1 MIN CONC) 53 16.0"15.0" 6.5 8.0 16.0" 8.5" 4.7' 6.0" 15.5'10.0" 5.0" 4.0 7.0" THAN OR EQUAL TO SHUTTER SPAN, m f�j 62 16.7'11.7' 3.0" 7.0" 10.0"ILS' 6.5 3.5 5.0" 10.0"10.0" 5.0" 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. g W O •� 70 16.0" 9.0" 4.5" 6.0"116.0"110.5-1 5.4' 3.0" 4.0" 8.0" 10.7' 5.0" 4.0" 7.0" 3 g 100 10.0"15.0" 4.0" 7.0" 10.0' 5.0" 4.0" 7.0" 10.0" 5.0" 4.0-17-0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER a 1/4"ALL-POINTS SOLID-SET 3'MIN EDGE DISTANCE ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE °J ANCHOR W/17/8"EMBED 6 Cl C2 C3 u CS Cl C2 C3 04 C5 Cl C2 C3 04 CS CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 1/4-20 55 MACHINE SCREW 13 16.7'10.0"10.0"10.0"16.0"16.0 16.0 II.S'16.0"16.0"16.0 11.0" 7.0" 11.0"10.0" Q a (3000ps1 MIN CONIC) 53 16.0"10.0"13.5"16.0"16.0"16.7'14.0" 8.5" 13.5'16.0"16.0" 8.S' 5.5" 9.5 1L0" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE � P B2 16.0"16.0"10.5"16.0"16.0"16.7'11.0" 7.0" 11.0"16.0"16.0" 8.5" S.5" 9.5" 12.0"1ONLY. •� 70 16.0"15.0" 9.0" 14.0"16.0"16.0" 9.0" 6.T 10.0"13.0"36.T 8.5 5.5" 9.5 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 16.0" B.5 5.5 9.5 12.0"10.0" B.5" S.S' 9.5 12.0 16.0 8.5 5.5 9.5 IL0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 1/4'POWERS 55 DROP-1N 2-5/8'MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER LL w/1/4-20 SS BOLT AND Cl C2 C3 C4 CS Cl C2 C3 04 CS Cl I u C2 CC3 FINISHES. yy 1"EMBED(3000pst MIN 5111 43 16.0"16.7'14.0"16.0"16.0"16.0"14.0" 8.0" ILS'16.0"14.7' 7.T' 5.0" 8.0" 11. 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS a �!3 CONIC) 53 16.0".16.0" 9.5" 14.0"10.0"10.0" 9.5" 6.0" 10.0"16.0"11.5" 6.7 4.0" 7.0" 8.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADE UATE WOOD FRAMING 3 `AfAf JLL MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD ACCEPTABLE ONLY FOR sE 62 16.0 12.5" 7.5 12.0"16.0"14.S" 7.5" 5.0" 8.5" 11.5'11.5' 6.0" 4.0" 7.0" 8.0" SIDE CLOSURE PIECES. q�(q �5A 70 16.0"110.0" 6.5" 30.5'16.0"12.7' 6.W' 4.0" 7.S' 9.0"111.5"16.0" 4.0-17.0- 8.0" 1�1:¢ 100 11.5"16.0" 4.0" 7.0" e.a' 11.5 6.0"14.0-17.0" 8.0" 11.5" 6.7' 4.0" 7.0" 8.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER !E 3.1/2"MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2'x 4'(MIN.)WOOD STUD.3/4' Pi 1/4'POWERS SS DROP-IN EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL W/1/4-20 55 BOLT AND Cl C2 C3 C4 I CS Cl I C2 I C3 I C4 I C5 I Cl C2 C3 u CS I HAVE PHILLIPS PAN HEAD OR HEX HEAD. q 1"EMBED(3000psi MIN 43 16.0"16.0"15.0"16.7';16.0"16.0"114.5"19.0"113.5"116.0"115.0"T7.5"!5.7' 9.0" 12.0" qqq CONIC) 53 16.0"16.0"10.5"15.0"16.0"16.0"10.0" 6.5 10.5"16.0"12.0" 6.0" 4.0" 7.5 B.S., 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER ' 3 62 16.7'13.0" B.0" 12.5.16.0"15.0" 8.0" 5.0" 9.0" 12.T 12.W' 6.04.0" 7.5 B.S' MEAD(SIDEWALK BOLT),U.O.N. 7' g B�p 'tgt� 70 16.0"10.5 7.0" 11.0"16. 12.5" 6.5 4.S' 8.0" 9.5" 12 W- 5 6.0" 4.0" 7.5" B.S" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. A 9! 10012.0" 6.0" 4.0" 7.5" 8.5"112.0"16.0" 4.0" 7.5 t.5" 12.0" 6.0" 4.0" 7.5" 8. ® � !"e 2'MDI EDGE DISTANCE NUT OR WASHER ANCHORSWHICHARE REMOVABLE BY REMOVING MACHINE SCREW, �,� �t i 1 *12 SMS W/2-EYEWALL Cl C2 C3 u CS Cl C2 D C4 CS Cl C2 C3 u CS COPm�at7WRLIBVW410VL ARMOR INSERT W/2"EMBED 43 16.0"116.0"11.5 14.0"10.0"16.0"16.0" 7.5 10.0"16.0"16.0 9.0" 4.5" 6.5 13.5' Il. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. (2000ps1 MIN CONC) 53 16.0"16.0" 8.5" 11.0"16.0"16.0"11.5 5.5 0.0" 16.7'14.0" 7.0" 3.5 S.S' 10.17 15-2339 62 16.0"15.0" 7.0" 9.5 16.0"16.0" 9.0" 4.5" 0.5 14.0"14.0" 7.0" 3.S' S.5 10.7' 12 WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO 8CA1h - _ p p DRILL INTO HOLLOW BLOCK,NOR SHOULD IMPACT DRILLS BE USED TO INSTALL PAIr peept>n1pN� 70 ICU"12.0" 6.0" 8.0" 16.0"14.5 7.5 4.0" 6.0" 10.5 14.0" 7.0" 3.5 5.5 10.7' CONCRETE SCREWS TO HOLLOW BLOCK 100 14.0" 7.0" 3.5' 5.5 30.0"14.7' 7.0" 3.5 5.5 10.0 14.0" 7.0" 3.5 5.5 10.0" •12 SMS W/2.75 EYEWALL 43 10.0"16.0"16.0"16.0"16.0"16.0"16.0"10.7'14.0"16.0"16.0 11.5 6.0" 9.S' 16.0" ARMOR INSERT W/2.5 53 16.0"16.0"12.0"16.0"16.0"16.0"IS.0" 7.5 11.0"16.0"16.0" 9.0" S.0" 8.0" 13.0" '� EMBED(2000ps1 MIN CONIC) 62 16.0"'16.0".9.S' 13.5 16.0"16.7'11.5 6.5" 9.5 16.0"16.0" 9.0" 5.0" 6.0" 13.0" 70 16.0"16.0" 8.0" 11.5 16.0"16.7' 9.5" S.5" 8.5 14.0"116.0" 9.0" 5.0" 8.0" 13.0" Lro 1 loo 16.0" 9.0"1 5.0";8.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0"116.0" 9.0" 5.0" 8.0" 13.0" mmm mmmmmmmmmmmmm�mQ@I7mmmmmmmmm . . ®mmmmmm®QE➢m�lEF3f:�mm®®mmm mmmmmmmm®®m � mmm®mmmmmmmmmmmmmmm�mm®mmmmm®®m � _�; 0mmmmmmmmm®mmm®®mmmmmm®mmmm®®m " =a. mmmm®®mmm®®mmm®®mm®®mmm®MIN CONIC) mmmm®®m �omo omoo momma©omoo©ammo©v MEEK mm��m®��mmm��mmmm .. mmiiiai�mmmaii..mmmmiaii�m�mmmm�mmmm�[�mm mmm/i®gym®/ilii/Wom®loll/iaiiiiii%loll,®mmm®gig®mmm®/iliiW/mm IN 0rI3%///%%///%%/////.mm%///%%/////.%/////.'%////%////."%////'WO/O////%////im®%///i®�m%///////////,/////Om'%///%///////ON///i'///////. m%///i%///i%//%%///i%///%%////%///%%/////,W/%%/////.%/////,%/////.%/////.'///////,'//////m%/////.'//////%////'//////m%////%////%////%////m%///i%///i%//%%///i mm %///%%///%%///im%///i%///i%///i%///i%////immmmmmmmmmm•'///////."'///////.%/////.m ®mm'%////%////.m •'///////.%///%%/////.m''///////."'/////%%///%%///%%////mm®mmm®%///i®mm%////i%///%%////im Om%///%%///i%///m%////%///i////%//////i%////i%////i%////i%////V////i%/////rm91a ///mmm"'///////.=011,'///////.mm'///%%/////.'%/////,m _- mm%///%'///////,r/////.m"'///////.%/////.,'%///%%///%%///%%///%%/////.'%///%%///%%///i m'///////mm %////i%////i%////mm'////////V////%////Em m%///i////ii//////////i%///%///////i%////%////%////%////%////%////%/////.%/////:P''///////:%////%/////:m�%///%////%%///imm%///i/////VONF0 ' ©m�%///imam[ ////i////i/////mm%////i%////i%////i%/////.mmmmmm''/////%'///////.muaKm5V/////:,"%/////."'/////,//, 0m%///i/////i///ORmm%////i%////%%////i%////m%////%////NO/////////mm''///////:mm®%///%%///%////i////i®%/////,ME////Z%////i mm"'///////."'/////%'/////''//////0a%////%////%//%%///imp/////i%///i%//i%///®%///%//%%//%%///®////%////'//////%////®%////%///%%////•'////// omoo©oma©moomoom©moo©omoo©omomo �m®®®mmmi/i/.mmuWiai/WO/ZV/i mmmmm��®m®mm®iii/mmm m, i/i VONV//////mmWOR�W/ is mmmmmmmm® a/mmmm//mm �i/ii i//iia/mmaa/aiaiaiaimHa"MWi/mi/ii m m m ORmmmm////mmmmi//mm 1-3/4-EMBED �mo�mm©momom©omoo©omocaomo©©o lolliia/ ON/ii iliiiia///iiia/i/ail//i/iii/ii lolli/iiia/, m mImrm m 0 E m mmmm®m ®viii ////i%//////V//////r//////Woo/l/r///%'////////*////%///%'///////,=/%'////%%////''//////%////m®mmmm%///%%////mmm%%///%////m® • .. m©��7�OmC-�©map K E N mM%///ii%/////EMM'//////i'/////////////m'/////Z//00//i''///////r/////.'//////E vm I i a%/////%////%////A x A ©mm%////////imm%///WOO,////m%ONV///i%%///i%//%i%///mmmm%//%%/////.gym%/////.%/////.%/////."%//%i mm%/////.%////%/////.m%///%'///////.•'/////%%/////.'%//%'/////%%///%%////%////%///m®%///immm%///i%///%/%///mF�'//////�%////%////%/////. ©m%////%//////'//////m'/////%i%////i%////%///%////'%//////r////%///%'////////WO//.ma 2V/////:mmm////%%///%%/////%%//%/,m%///%///////////////i m"'///////."%/////%%/////."%///%%/////,'%/////ONO///////%/%/ WOR r/////%////%//%//////.mVON//,'////%i,%////%/////, /////'///////%////.%/////.m%/////.%///%%/////.%///// I - 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK FRANK BENNAR00,P.E. ```31311 Ili�� IPE0046149 - 2'MIN EDGE DISTANCE _ �0 Spans UD To 6'-0" Spans UD To 8'-3" Spans UD To 12'-0" L� LARD CONN TYPE CONN TYPE CONN TYPE ` -- x ANCHOR (D') CS ' C2 C7 C4 CS C1 C2 C3 1 G 1 CS C1 C2 C3 I G C5 =# No PEW4654 - i12 SMS W/2"EYEWALL 43 16.D"16.0" 7.5" 9.0" 16.0"1S.S" 8.S" 4.S" 6.4' 15.5" 6.5 4.5" 4.0" 7.0" _ 3 ARMOR INSERT w/1-1/4' 53 16.0"30.5" 5.7 7.0" 16.0"11.7' 6.0" 3.5" 5.0 11.0 7.7 3.5 3.S"�S. _� * ''1nf _,D k'EMBED 62 14.0"'7.5" 4.7 6.0" 14.5" 9.7 4.S" 1.0" 7.0 7.0" 3.5" 3.5" 5.0" p U 0 N m 70 I1.S' 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" 3.5" 5.S' 7.7 3.5" 3.S' 5.0" 0 STATE OF w $. OO 100 7.0" 3.S" 3.5" 5.0 7.D" 3.5" 3.5" 5.0 7.0" 3.5" 3.5" 5.0" i •••iO(O ~ i S '•., RIDA.,.•' ANCHOR SCHEDULE: WOOD (G=0.55) ''�IIII111,13 3/4'MIN EDGE DISTANCE �j U`.. 7t{ Spans UD To 6'-0" Spans UD To 8'•3" Spans UD To 1T-0" �eR LOAD CONN TYPE CONN TYPE CONN TYPE L Q.L, pm g (� Cl C2 ' C3 C4 CS C1 a C3 G CS a C2 i C3 G ! CS W W Ny 9 z 1/4'LAG SCREW WITH 1-3/4 43 16.0"16.7 11.5-112.5-16.0"16.0"116.0"17.5- 9.7 16.0"16.0"14.5" 4.5" 6.0" 16.7 MIN THREAD PENETRATION SJ 16.0"16.0" 8.5" 10.0"16.0"16.0"16.0" 6.0" 7.0" 16.0"16.0"I1.S" 4.0" 5.0" 16.0" W 62 16.0"16.0" 7.0" 8.5" 16.0"16.0"31.5" S.7 6.0" 16.0"16.0"11.5" 4.7 5.0" 16.0" p W r. 70 16.0"16.0" 6.7 7.S" 16.0"16.0"12.5' 4.0" 5.5" 16.0"16.0"I1.S' 4.7 5.0" 16.0" O n 100 16.0"11.5" /.0" 5.0" 16.0"16.0"11.5' 4.0" S.0" 16.0"16.7 11.5" 4.0" 5.0" 16.0" 7/16'WOOD BUSHING WITH 43 16.0"16.0" 6.7' 10.0"16.0"15.5' 8.5" 4.5" 7.0" IS.6" 6.5" 1.5" 4.5" 7.0" 1.13'MIN EMBED 6 1/4-20 S3 16.0"10.5" 5.5" 8.0" 16.7 11.0" 6.0 3.5" 5.5" 11.0" 7.0" 3.5" 4.7 5.0" 55 MACHINE SCREW 62 14.0" 8.0" 4.5" 6.5" 14.5" 9.0" 4.5" 3.0" 4.5" 7.0" 7.7 3.5" 4.0" 5.7 70 12.0" 6.0" 3.5" S.S' 12.5" 7.5' 3.5" 4.0" 5.S' 7.0" 3.5" 4.0" 5.0" 100 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0- 7.0" 3.5" 4.0" 5.0" d ; i14 SMS OR i14 WOOD 43 16.0"116.0"1 12.S'14.S"16.0"16.7 16.0" 8.0" 10.0"16.0"16.0"11.5" 5.0" 7.0" 16.0" w y SCREW WITH 1-3/4'MDI S3 16.0"16.0" 9.0" 11.5"116.0"16.0"15.0" 6.0" 8.0" 16.0"16.0" 9.5' 4.0" 5.5" 13.0" W 3 THREAD PENETRATION 62 16.0-116.0" 7.S" 9.5" 16.7 16.7'11.5" S.7 7.0" 16.0"16.7' 9.5" /.0" S.5" 13.0" 70 16.7 16.0 6.5" 8.5" 16.7 16.7 10.7 4.5" 6.0" 14.0"16.7 9.5" 4.7 5.5' 13.7 100 16.0"19.5" 4.0" 5.5" 13.0"16.7 9.S" 4.0" 5.5" 13.0"16.0" 9.5" 4.0" S.5" 13.7' ANCHOR SCHEDULE: WOOD (G=0.42) 3/4'MIN EDGE DISTANCE m S 9 Scans Up To 6'-0" Spans Uo To B'-3" Spans UD To 12'-0" mm LOAD CONN TYPE CONN TYPE CONN TYPE p O�c ANCHOR x G (� CI C2 C3 � C4 �. CS Cl C2 C3 U CS C1 C2 C3 G CS E 1/4"LAG SCREW WITH 1-3/4 43 16.7 16.0-19.0" 10.0" 16.7 16.7 16.0" 5.5" 7.0" 16.7 16.7 9.5' 3.5" 4.5" 15.0" MIN THREAD PENETRATION 53 16.7 16.0" 6.5" 8.0" 16.0"16.7 12.5' 4.S" S.5" 16.7 15.7 7.5" 3.7 4.0 11.0" 62 16.0"16.0" 5.5" 6.5"_16.0"16.7 9.5" 3.5" S. 15.7 15.7 7.5" 3.0" 4.0" 11.0" d R c 70 16.7 13.5' 4.5" 6.0" 16.0"16.7 8.7 3.7 4.0" I1.5"15.7 7.5" 3.7 4.0" 11.7 a 1 300 15.7 LS" 3.0" 4.0" 11.7 15.7 7.5" 3.7 1.0" 11.7 15.7 7.5" 3.7 4.0" 11.7 i14 SMS OR 114 WOOD 43 16.0"16.0".8.5" 10.5"16.0"16.712.5" 5.5" 7.0" 16.0"13.0" 6.5" 7.S' S.0" 8 O SCREW WITH 1-3/4"MIN S3 16.7 16.7"6.5" 8.0" 16.0"16.7 8.S" 4.7' S.5" 16.7 10.5" S.S" 2.5" 1.0"fl7l' THREAD PENETRATION 62 167 11.5" S. 7.W' 16.0"13.7 6.S' 3.5" 5.7 10.5"30.5' 5.5" 2.S 4.0" " 70 16.7 9.5" 4.5" 6.0" 16.0"11.7 5.5" 3.0" 4.0" 8.0" 10.5" 5.5' 2.5" 4.0"100 10.5" S5" 25' 4.0" 7.5" 10.5" 5.S" 2.5' 4.0" 7.5" 10.5" S.S' 2.S" 4.0" . a f' off ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK _4_'MIN EDGE DISTANCE G Spans UD To 6'-0" Sw�x UD To 8'-3" Spans UD To 12'-0" IS G LOAD CONN TYPE CONN TYPE CONN TYPE O ANCHOR x v� (� Cl C2 C3 C4 CS C1 C2 C3 C4 CS CI I C2 C3 G C5 5/16'ITW TAPCON XL W/ 43 16.0"16.0".16.0"16.0"16.0"16.0"NY' 6-01 .7 16.0"16.7 16.7'15.0" 9.0" 14.7 16.7 ! ! E d 2-1/4"MIN.EMBED 53 16.0"16.0".16.0":16.0"j16.0 36.T .T 16.0"16.0"16.0 12.0 7.5" 12.T 16.7• R3 �fs 62 16.0"16.0"14.0"16.0"16.0"16.70" 14.0"16.0"16.7 12.7 7.5 12.7 16.7 ¢ w 7016.0"11.5'16.7'16.0"16.77' 12.5"16.0"16.7 12.7 7.5" 12.7 16.0" ■■ 8y _ 100 16.7 12.0"+7.5".12.0"16.0"16.T5" 12.7 16.0"16.0"12.7 7,5 12.7 16.7' fl; 5/16'ELCO ULTRACON W/ 43 16.7 16.7 10.5"14.0"16.0"16.75' 9.5" 16.7 11.7 S.S' 6.S" 9.0" FF 2-1/4"MIN.EMBED 53 16.7 13.5" 7.S' 11.0"16.0"14.77.5" 13.5' 9.0" 6.S62 16.710.0 6.0 9.0 16.0"11.7' 6.5" 9.0" 9.0 6.5" 15-2339' 0 5.0" 8.0" 15.5 9.55.5" 7.0" 9.0" 6.5' sCALM i 100 9.7 5.5' 6.5 9.0 5.5 6.5 9.0 6.5" PAM DYOU/MON� 08 2'MIN EDGE DISTANCE - CI C2 C3 C4 CS C3 C2 C3 G CS C1 C2 C3 G CS 112 SMS W/2"EYEWALL 43 16.7 16.7 9.S' 11.5 16.7 16.7 L1.7.6.0" B.0" 16.7 11.5" 7.S 3.S' S.5" 11.5" '� y ARMOR INSERT W/2`EMBED 53 16.7 16.7 7.0" 9.7 16.7 16.7 9.5' 4.5' 6.5" 16.T4.5" 0-:1111"16.0" 1. S 70 16.0 10.5.5.0 6.5 16.7 12.5 6.5 3.0":4.5" 9.0" 11.5" 6.0"!3.0"1 4.5" 8.5" OR ANANCHOR CHORSNOTES.HEET 8€ OO OO 100 11.5 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5" 8.5" 31.5" 6.0" 3.0" 4.5•' 11.. L1 �J 01/11/2018-12:06pm Internl VAProjects\_Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\ Reference\2017 Windload Charts References\2017-b FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY= 150 MPH I 1V1RH 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 ENCLOSED STRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT - INTERIOR ZOW PRESSURES 1 EXTERIOR ZONE�PRESSURES (SEE BELOW) INS TRUC 'ION_S_FOR TABLE USE: Mean DESIGN PRESSURES PSF)-ZONE 4 Mean DESIGN PRESSURES PSF)-ZONE 5 4 1. IDENTIFY THE ZONE OF THE OPENING IOR(ZONE 4)OR EXTERIOR(ZONE 5)PER THE- 2 Roof Area of Opening SQ f Area of Opening(SQ Ft 3 URE BELOW LEFT OR INFI R ONP "THERS. p g( g 1.1. ANY QUESTIONABL T D THE MORE CRITICAL(EXTERIOR)ZONE Height 10 20 30 40 S Ight 10 20 30 40 50 5• 2. IDENTIFY THE BUILDING M l VE_ FROM THE LOWEST GROUND ELEVATION.IF 31.9 -30.6 29.8 -29. -39.4 -36.7 -35.2 -34.1 -33.2 W MEAN ROOF HEIGHT CANN PEAK(HIGHEST)ROOF HEIGHT. 0-15 ft 15 ft 2.1. ALWAYS ROUND UP F E VALUE. +29.4 +28.1 +27.3 +26. 42_ +2.9.4 +28.1 +27.3 +26.8 +26.3 2 VALID FOR ALL ROO E E AN ENGINEER FOR REDUCTIONS 40.9 38.2 36.6 35.4 34.5 . -- ------q32 ----"- -"_-4 - 3. CALCULATE THE TRIBUTAR TION AS THE GREATER OF(HEIGHT. -31.8 -31.0 30. " ".r 18 ft TM)OR THE SPAN LENGTH(NEIGH - IVE WIDTH OF 1/3 THE HEIGHT(HEIGHT�/3). 18 ft +29.2 +28.4 +27.8 +27.4 +30.6 +29.2 +28.4 +27.8 +27.4 3.1. USE THE AREA BETWEEN STRUPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS,COLUMNS,ETC. -33.9 -32.5 -31.7 -31.1 -30.6 -41.9 -39.0 -37.4 -36.2 -35.3 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST 20 ft +31.3 +29.9 +29.0 +28.4 +28.0 20 ft +31.3 +29.9 +29.0 3.3. +28.4 +28.0 .3. SQUARE FEET)SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER 35.5 34.1 33.2 32.6 32.1 25 ft 43.9 40.9 39.2 38.0 -37.0 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 25 ft 4 READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY +32.8 +31.3 +30.4 +29.8 +29.3 +32.8 +31.3 +30.4 +29.8 +29.3 I ACCORDANCE WITH CODE. S. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 30 ft -36.9 -35.4 -34.5 -33.9 -33.4 30 ft -45.6 -42.5 -40.7 -39.5 1.8;5- __ 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +34.0 +32.5 +31.6 +31.0 +30.5 +34.0 +32.5 +31.6 0' ERAL NOTES: -38.2 -36.6 -35.6 -35.0 -34.5 35 ft -47.1 -43.9 -42.1 TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 35 ft CTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN. +35.2 +33.6 +32.7 +32.0 +31.5 +35.2 +33.6 +32.7 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED. .WORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. -39.2 -37.6 -36.7 -36.0 -35.5 40 ft -48.4 -45.2 -43.3 1. 2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS 40 ft +36.2 +34.5 +33.6 +32.9 +32.4 +36.2 +34.5 +33.6 THAN THE RATED LIMITING WIND VELOCITY ABOVE. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. -40.2 -38.6 -37.6 -36.9 -36.3 -49.7 -46.3 -44.4 -43.0 4.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 45 ft 45 ft 5. VERIFY USE OF Kc!(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT. +37.1 +35.4 +34.4 +33.7 +33.2 +37.1 +35.4 +34.4 +33.7 +33.2 HVHZ=HIGH VELOCITY HURRICANE ZONE. 6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. -41.1 -39.4 -38.4 -37.7 -37.2 -50.8 -47.4 -45.4 -43.9 -42.8 7.THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. 50 ft +37.9 +36.2 +35.2 +34.5 +33.9 50 ft +37.9 +36.2 +35.2 +34.5 +33.9 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. -42.0 -40.2 -39.2 -38.5 -37.9 51.8 -48.3 -46.3 -44.8 -43.7 9.THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE 55 ft 55 ft TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SHALL BE +38.7 1 +36.9 +35.9 +35.2 +34.6 +38.7 +36.9 1 +35.9 1 +35.2 +34.6 DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR -42.7 41.0 -39.9 -39. ;-=38.6 - -52.8 -49.2 -47.1 -45 10."THIS SPECIFICATION DO.7 -44.5 APPLICABILITY OF THE USE)O THESE TABLES IS D HERE_1N. 60 ft ES OTHNOT FER A Y D CERTIFICATION. REFER TO ANY SEPARATELY +39.4 +37.6 +36.6 +35. +39.4 +37.6 +36.6 +35.8 +35.3 SUBMITTED TEST CRITERIA AND STALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IST CCORDANCE WITH GOVERNING CODES. _ 11. ADHERE TO ALL LOCAL IMPACT NCES. 12. NO CERTIFICATION IS OFFERED HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVID I R ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONE4 EXTERIOR BHT EXPLAINED LEAST HORIZONTAL.��yy y'^Z=o o DIMENSION I m�"G1 m m z iii m a= 10%OF LEAST HORIZONTAL DIMENSION OR 40°h OF�I ROOF PEAK ROOF 5 5 r m G)m D In lA m DD m X - HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT m v O m-4 D m(11 z m ITI O ~ HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. Ln p m a D v F n A=., (/1 Z G) CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF ME AN� 5 ® =p z r-o> •v m_ -v c REQUIRED. ROOF rnaOG)fAm.43NMR'O= � 3 MEAN ROOF HEIGHT ^�C,-1D;r^m2OD2P.u, !10 � r ROOF HEIGHT >OECnrlOtfZiTrGI,0.,_ (l W i--i HEIGHT Zr4vO-4O z22m > ITO 2 5 °azo;morn 9 ort 0 c z (n ® ® ® a PLAN VIEW ® DyD�m>4;pin °o � my O D 5 5 �� COMPLEX \� oX mA-1 z-r z (n -nz r- ELEVATION a Ya ISOMETRIC CORNERS 5 5 p in o REMARKS DRWN[TSB ;04/09/12 <N s o INITISSUE GSS 6TH EDITION FLORIDA BUILDING CODE ENGINEERING �-o- o m r EXPRESS® g o o� m 3 REV-ADJUSTED HEIGHTS GSS 2017 < aREV 2014 FBC DGM o amASCE 7-10, CHAPTER 30 CO 0-COFFICG: z w ern 9 UPDATES.2017 FBC FLB 160 SW 12th AVENUE, SUITE 106 m D> Z u F. P _ DESIGN LOADS FOR COMPONENTS&CLADDING DEERFIELD BEACH, FL 33442 i'"(� _ n THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, MASTER PLAN SHEET ( ) ( )354.0443 o ` A°o P: 954 354-0660 F: 954 L AND SHALL NOT BE REPROOMED IN WHOLE OR PART WITHOUT CERT OF AUTH 119885 2:� v R; o Imo.. p WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, E:HELLO@ENGINEERINGEXPRESS.COM Z m ADDITIONS.OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7-10 i m 0 ® PERMITTED MO INVALIDATE OURCERTFCATION. ENGINEERINGEXPRESS.COM Design Data and Installation Schedule LAWRENCE LONG PAGE -01 Opening Shutter Anchorage Shutter Wind Anchor Type Max. Anchor Notes Number Type Top/Bottom Height Pressure Tapcon, Rawl Spacing C, M,W Inches IISF Neg. Lag ect. Inches Upper/Laver Upper/Lower j 1 -_-I ACG,'aDION J CEMENT i -95 TAPCONS I 12/12 --- y 2 f ACCc'!�DION T CEMENT � 48 -� ;i- 4_ _ I ._._ TAPCONS 12/12 --1�_.- j 3 :,DION CEMENT t 150 3S.4 J TAPCONS 616 FRONT DOOR _ I - - 4 f ACCORDIC.e; CEMENT ; 86 39.4 TAPCONS 12/12T._TT_ - - - -- - 5 I ACCORDiO'J _CEMENT 74 39.4 TAPCONS _ 4 1-2/12 6 -ACC0KDI(-),': CEMENT I 869 TAPCONS 12/12 7 L ACCORDIC`ti I CEMENT i __ 71 ` 394— 1 __TAPCONS 1 — 12/12 8 ACCORDION �_ CEMENT I 71 —�- 394 j T TAPCONS 12/12 9 �ACCORDIC`"� f_ CEMENT_— I _ 71 39 _ TAPCONS 10 _ACCORDICI' I CEMENT 71 _ Ty_ 39 4 _ TAPCONS _ 12/12 11 j ACCORDION CEMENT 105 394 TAPCONS 6/6 DOOR_ - _ T1 TI -_ - .-- �__ 12 L ACCCIRDION j CEMENT a L 130` 39.4 _ TANS _ 6/6 DOOR 13 ACCOttDION L CEMENT 130 39 4 TAPCONS _� 6/6 DOOR 14 ACCORDION CEMENT 111 39 4 TAPCONS 6/6 - � f ] -� �- 15 LACCORDION CEMENT 130 39.4 J TAPCONS 6/6 IDOOR 16 L ACCORDION CEMENT 68 39.4 1 `TAPCONS T _ 12/12 17 f_ACCORDION L CEMENT 46 39.4 TAPCONS 12/12 18 19 20 21 22 23 24 25 26 27