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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of', T ' ■ Professional rac� m SCIS Home I Log In I User Reg"anon I Met Topics I Submit Surcharoe l stats a Fads l Publkatlons ( FOC Staff j BGS Sion Mao { Unks j search I F� r 0Product ER;K"cUs"Approval USER;Public Us" bon aoaua Approval Menu>Product or Aeollu[lon Search> >Applloge„ I LLUCle EIVED FL# FL11968-R4 l Application Type Revision 12018 Code Version 2017 Application Status Approved nty, Perrnitt ny Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 WestroadsD West Palm Beach, (800)432-2204 IrodrlguezOeast tai. LE COPY Authorized Slonature 8111 Feeley Irodriguez@eastemmetal,com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Q Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tllllt,Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. ® Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R4 COI EASTERN META(,SUPPLY, INC. DRAWING 17-098 CERTIFICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SIZPPLY.INC. DRAWING 17- 095 CERTICATION OF INDEPENDENCE,PDF FL11968 R4 COI EASTERN METAL SUPPLY,INC, DRAWING 17-096 CER11FICATION OF SND PENQENCE.PDF Ff._11968 R4 C01 EASTERN MQAL SUPPLY2c INC. DRAWING 17- 094 CERTIFICATION OF INDEPENDENCE.odf Referenced Standard and Year(of Standard) Stenda Year ASTM E330 2002 SSTD12-99 1999 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11968 R4 Eauiv EASTERN METAL SUPPLY,INC. DRAWING 17- 095 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTb https://www.floridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opOD... 3/20/2018 Florida Building Code Online Page 2 of 3 E-1996-PDF FL11968 R4 Ealey EASTERN METAL SUPPLV ,INC. DRAWIN 17- 098 LETTER OF EQUIVALENCE SSTD 12-99 AND ASTM E-1996,P FL11968 R4 Eguly EASTERN METAL SUPPLY INC DRAWING 17- 096 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996,PQ FL11966 R4 EOUIv EASTERN METAL SUPPLY2c INC DRAWING 17 094 LEITER EQUIVALENT aFTwFFN Sam 1 -oa Run ACTM E-1996.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/20/2017 Date Validated 10/28/2017 Date Pending FBC Approval 10/29/2017 Date Approved 12/12/2017 Surnmary of Products FL rf Model,Number or Name Description 11968.1 0.040"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2,25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 17-094 Limits of Use Installation Instructions Approved for use in HVHZ:No FS.119 "134 II -EASTERN METAL SUPPLY2c INC- DRAWINr Approved for use outside HVHZ:Yes 17-094 0.040 BERTHA ALUMINUM STORM PANEL,pd Impact Resistant,Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:WA Created by Independent Third Party:Yes Other:Large Missile.Max.span is 12'-0"for+25,-25 p.s,f. Evaluation Reports and W-0"for+125,-130 p.s.f.for sections 1,3,4,6,7,8, FL11968 R4 AE EASTERN METAL SUPPLY2c SA,9 and 11.See sheet 10 of Installation drawing for other INC. DRAWING 17-094 PRODUCT EVALUATION REPORT.odf spans and pressures,Valid only for wind zones 1,2&3 as Created by Independent Third Party:Yes defined by ASTM E-1996. 11968.2 rPa0,'e01,r2.2S' Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Deep)-Non-HVHZ- to provide hurricane protection. g Number 17-096 Limits of Use Installation Instructions Approved for use In HVHZ:No FL11968 R4 II EASTERN METAL SUPPLY.INC. DRAWING Approved for use outside HVHZ:Yes 17-096 0,050 BERTHA ALUMINUM STORN PANEL-PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:WA Created by Independent Third Party:Yes Other:Large Missile.Max.span Is 12'-11"for+30,-30 Evaluation Reports p.s.f.and 8'-2'for+75,-80 p.s.f,for mountings without"h" FL11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING header,See sheet 5 of Installation drawing for other spans 17-096 PRODUCT OF EVALUATION REPORT.PDF and pressures.Valid only for wind zones 1,2&3 as defined Created by Independent Third Party:Yes by ASTM E-1996. 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by Stour Panel(2.25"Deep)-Non- tracks to provide hurricane protection. HVHZ-Drawing Number 17-095 Limits of Use Installation Instructions Approved for use in HVHZr No FL11968 R4 II EASTERN METAL SUPPLY,INC. DRAWING Approved for use outside HVHZi Yes 17-095 24 GAGE GALVANIZE BERTHA STEEL STORM Impact Resistant:Yes PANEL.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile.Max.span Is 9'-8"for+30,-40 p.s.f. Created by Independent Third Party:Yes and 7'-2'for+70,-80 p.s.f.for panels mounted without'H" Evolustion Reports header.See sheet 4 of installation drawing for other spans FL11968 R4 AE EASTERN KTAL SUPPLY,INC. QRAWING and pressures.Valid only for wind zones 1,2&3 as defined 17-095 PRODUCT EVALUATION REPORT.PDF by ASTM E-1996. Created by Independent Third Party:Yes 11968.4 Clear Bertha Storm Panels(2 1/4') corrugated polycarbonate storm panels retained or not by Drawing Number 17-098 tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R4 11 EASTERN METAL SUPPLY,INC,., DRAWING Approved for use outside HVHZ:Yes 17-098 CLEAR BERTHA STORM PANEL 2 .PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressures N/A Created by Independent Third Party: Yes Others Large Missile.Max/span is 10'-0"for+28, -28 p.s.f. Evaluation Reports A.S.O.and 4'-0"for+105,-110 p.s.f.A.S.D desgin load. ELI 1968 R4 AE EASTERN METAL SUPPLY.INC. DRAWING https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opOD... 3/20/2018 Florida Building Code Online Page 3 of 3 See sheet 3 of Installation drawings for other spans and17-098 PRODUCT OF EVALUATION REDF PORT P pressures.Valid only for wind zones 1,2&3 as defined by I Created by Independent Third Party:Yes ASTM E-1996. ® Next Contact Us::2601 Blab_ctgga�.I:tl. .�a..r a2'+ee pbm;450-167-f824 The sate of Florida Is an AMBO employer.Copyright 2007-2,p17 skated Flerlda.:: ;:A :;Refund Under Florida law,*mall addresses are public records.If you do not want yow&-mail address released In response to a public-records request,do not send electronic rrW to lhk entity.Instead,contact the office by phone or by tradKWW mall.if you have any qussbons,phase contact 850.487.1395.-Pursuant to Section 455.275(1),Florida salutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provtla the Department with an*mall address if they have one.The emalls provided may be used for official communication with the licensee.However ornall addresses we public record.If you do not wish to supply a personal address,phase provide the Department with an email address which can be made avallable to the public.To determine If you are a licensee under Chapter 455,F.S.,please dick htae� product Approval Accepts: -Credit Card Sate https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgsxYIeb4opOD... 3/20/2018 Florida Building Code Online Page 1 of 1 ProfessionalBusiness & • - . ulation FA Or * SCIS Home Lop In I User Replstradon ( Hot Topks Submit Surcharge Stats 8 Fads i Pulikatlons FSC Staff aC:S Site Map ` Links SearchProduct Approval USER:Public User Product Approval Menu> Parch>Application Ust Search Criteria Refine Search Code Version 2017 FL# 11968 Application Type ALL Product Manufacturer Eastern Metal Supply Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use In FIVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applileatilons FLS !RevisMicin v IaldatoByFL11968>R4 Eastern Metal Supply John HenryKampman_n_ APP]�.History Category:Shutters (941)922-3854 Subcategory:Storm Panels Approved by DOPRrove D5K shall be reviewed and mtlfied by the POC and/or tFW mmlssbn nlpdaNy. Cont3itJs::2601 Blaii,Stone Road.Tallahassee FL 32399 phone:850-487-18N 'he State of Florida Is an AA/EEO employer.C_ovriaht 2007-2013 50te of Florida.;:Prtyacv StatemenRefund Stat_:.-nt Under Florida law,email addresses are public records,If you do riot wart your rmail address released in response to a public-records request,do not send electronic mall to thk entity,instead,contact the office by phone or by traditional map.If you have any questions,please contact 850.487,1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,lkensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official commun"tlon w"the licensee.However emali addresses are public record,if you do not wish to supply a personal address,please provide the Department with an emall address which can be made available to the public.To detemune If you are a Ikmsee under Chapter 455,F,S„please click tjN_. Product Appro val ACCeptsi Credit Card Safe https://www,floridabuilding.org/pr/pr—app_ist.aspx 3/20/2018 GENERAL NOT&Ss 1, STORM PAHA SHOWN ON TANS PRODUCT E VALLUMN DOCUMEAfT(}'-ED.)HAS BEEN W AW-D FOR COALPLANL•£1N ACCOR44NCE WPH THE 2017($Ur OWXN Gr IN,'FLORIDA BUBD/hV COBE 'Ba'QWW CY,iVC7, E S=MALL'AS-'C--00 THUS STORM PANEL$)STEM S44U ME BE ANSTAUM AT AFCH WlOGYTY HLNMXAANE ZONES(NNW-AIDE/BROWARD COUNTY). ^1/i'0•b IWM ANCHOR Alft.95ACIE4150 BY LrN. BtfiLu C X&e t&K-W AWLTK7R$OR L2CD AMIE&FEMALE'PAA4I*43:'ANNUfACTUREO BY POWER FASTEND4S. NC. DESIOW WAND L04M SUALL BE DETERMf W AS PER SECIIN W1 9 OF INE ABOVE MENRCNED CODE �?&4%WCTKNN PRODUCTS.RESPECTNELY. FOR A WIND SAM AS RkMIRED BY TAE JURIS01C710N WERE ViESE OF, KU BE ffiMULLED AND -j/IL'0 X Sle ALL. POWtS SOLID-SET ANCHORS AS DWMFJTED F7'4LL PONM SCREW, BOLT t 5PEC44LTY COMPANY. FOR A DIREC770NALIHY FACTOR K4-0.61 USING ASCE 7-10 FOR INSTALLA77OALS UNDER 2017 FBC AND STALL. NOT EXCEED THE MAXWUM(A.SD-)DESIGN PRESAIRf TUTANGS NDACATED ON SHEEn 4k 5 N(7m W GIRDER 70 VERIFY 7TH£ABOVE COHDfl)ON, UL7IAU7E DfS(W WND LOADS DETERMINED PER ASCE iILia 0.1)MWMUM EMBEDMENT OF TAPCON AND$ORS ANDELCO PAWL447ES W70 TH£CONCREIE BLOCV UNIT SHALL BE SWLL BE FIRST R4DLC0 TO ASD. DESIGN WIND LOADS BY UK77F'LYING THEM BY 0.6 IN L1Ram XQ 1 Ifo" TD O'OMPARE 7NESE W/ANX, (ASO) OFSCN PRESSURE RATINGS LHDAG47E0 ON SH MS 4&S. BMJ T/B'CALK-IN ANCHORS AND 3/4'SOLAD SET AWHDRS SHALL BE EITERXY EY/B£DDEO INTO THE CONCRETE KOOK STORM PANEL'S AaMACY FOR IMPACT AND WIND RE$1STRNC£HAS RaW WSWAED 1N ACCORDANCE KIN SECTION 7609 1.2 OF wr NO EXBEDMEM wm S1x=o 3HKL 9E'PERMiTTra 7fEE ABOVE MENTOW0 COX AS PER ATL REPORT jf013aA"-.D7 AND/DMJF,01-07, PER AVRACI TESTING Eauwt 2alT TO 1/4'0-21)SCREWS USED SHALL BE T 7/`t'LONG WNIMUM SHOULD SRACC0 EXIST, E-1996 AND 1'WN/MLM FOR WALLS WfIH NO S7=0. ASAfT E-1STANDARD B.ASTM£350-02 STANAORD, LIAaIED Yd U�L9AIL1A7IOI[S WITFpN W6YD TONE'S 1. 2 tr J ASASDEF6NED B3)IN 04SE'THAT PRECAST STONE OR PQWkST CONCRETE PANELS BE HOUND ON THE BY ASTM SUTIWRD_ VoSJJNG WAIL,ANCHORS SHALL BE LORA ENMAW TO WON THE AWN STRUCWR£ 2 CLEAR BERTHA STORU PANEL.SHALL BE EXTRUDED US'EVC ANY OF THE FOLLORD/G POLY'C(RBNTE.SOIRCO 0"THEIR REFMND SUCH PANELS,ANCWR49F SHALL BE AS MDICUED ON NOTA 1N B.1)&B.2)ABOVE LORAESPOND.WG MODEL NUMBER- (t)ANCFHDRS--4iAL1 8E uNSDALLED Fi7LLOWNG ALL OF THE R£CCJJNFNLNTlONSAND SPECIFiGAT70N5 OF 7H£ANCHOR'S GENERAL ELECTRIC RAST)CS L£XAN 703 M4hM1FACTURfR DOWN CHFABGIL CALIBRE 302 V-6 7. PANEL 94Y ALSO BE INSTALLED HORCWAU.Y FOLLOWWC INSTALLATION DEYAfIS SHOWN ON 5ECT`o NS 1 THRU 3, SHEET 3 CAVE-5"M. LLC. "VOkXON POLYCAR@ON47E SA1EM TTL A A. STCAW PANEL SHALL BE REMOVED AFTER THE NiATMCAN'AND SH41-L BE STORED AND PA WERLY ANWTAW£D. AINAWM PROPERTIES FOR ALL OF THE ABOVE POLYCARBONATES ARE AS FOLLONS: - A 7T SHAD(BE THE AESwp✓S/BLtJTY OF THE CONTRACTOR TO VERIFY TIE SOUNDNESS OF 7W St)¢ZTLA'E 04'.9XgMR IS TO 7Y04AL PROPERIi£S APPLICABLE 5TAh"RD REFERENCE RESULT BEA7TACNED 7t)INSURE PROPFFANGfORACE 10,9AV7TER µ�NI,LFACIUREB'S kAaEL WU BE LOCATED ON A READILY V151BLE LOCAMN AT SA3RMl PANEL SNLD'7ER/N SPELYAC DRAWN ASTM 0792 1.20 G/CC AG1"GYQDAIIfCE'M/J7/SECJiLMt 1709.9)OF FLORIDA AlEALDMJG CODE ONE LAM SHALL M Of-4=FOR EYEFY OiPff?". LABEII.RNG TD COMPLY MTIFf srcmN 17099.2 OF THE FLORIDA BUILDING COOS IZIME YJW S7MNGTH ASTM D636 6.700 P•s1• ft. THE INSTADLAWN CONTRACTOR/s 70 SEAL/C4ULK ALL &WTTEP COMPONENT EDGES W"CH REAMW AN COMV4AOL/5 CONTACT FIMAUL STRENGTH AT ri£LD ASTM D790 12500 Ps T. 07H 7ME BLILOM TO PMWW WOOD/RAW AIRAUSOK GWIA'AND SEAL•SHUTTER 7RACNS ALL AROUND FULL LENGTH. a IRAL MODULUS ASTM D790 340,OOD P sl1 72 sm W PANEL NsTALlA71L1N SNAG. COMPLY M SSEtS IAWA7E0 IN THIS DRAWING PLUS ANY&XV04C AND ZONBYG &FAM. REL'AAMIS PROMEb BY TEFF VRISDICTAq WHERE PERMAT/S APPLIED TO. NOTCHED IZOD ASTM 0236 18 FT-A* 13 (.y IASIS'P.0 PREPARED BY IMS fAVA4WZ 15 GENERIC AND DOES NOT PROVIDE NFURMAWN FOR A SITE SPMRC RATE BLffl&2 HARACMWVCS- PROFEL'f IE WHERE THE SITE CONDITIONS DEMIT FROM THE P". SMOKE DENSITY ASTM DZ64J 75 (AUX) (B) CONTRACTOR 70 41£RESPOMSTBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS 217E OF BURNNAC ASTM 0633 C-1 CLASS(MAX) PRODUCT, LASED ON TN1S P-EO.PROVIDED KISHE DOES ALV DEVIATE FROM THE CXNFD171LNS DETAILED ON 7)PS SELF IGNITFON ASTM D7929 650 'F OOCUMf Nr CONSTALCMM SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY (C) TH75 PED. WILL BE CONSIDERED INVALID IF ALTD?M BY.WY'LEANS -3 ALL AUNOW EXYftd NS SWL SE ALUWNUM A-ISOCZ477O N 6063-T6 ALLOT dF T£7VPEF,_ (D) SITE SPECIFIC PROEM SHALL BE PREPARED BY A FLORID"REGISTERED EA;N£ER OR ARCHITECT WHICH WILL BECOME 7NE ENGINEER OF RECORD(E.O.X)FOR.THE PR01£CT AND WHO NEL BE RESPONSIBLE FOR THE PROPER USE OF THE 4.ALL SMM TO BE SEAMLESS STEEL 304 OR 316 AI37 SERIES OR CORROSION RESISTANT COAT£0 CARBON S7£EL AS PER DIN P.E.D. £NONEER OF RECORD; ACTING AS A DELEC,A7ED ENGINEER 70 THE P.E.D. V.VNFER, SHL4tL SUBMIT TO THIS 5001?W130 AW MD STRENGTH AND 90 KST TE74$Xf STF$OGTH&SFNL4 COMPLY W/FLOFNDA 901LOVNG COD£ LATTER THE SIVE SPECIFIC OR,AWNGS FOR P.fN•E1Y. SE�HgAI'=4�r 3s4► YMS _ _ 4 BOLTS'1D W ASW Al 307,GALVANTZEV LILY AM 304--inn$>ANYL£�SS STEEL, WITH j4 K$7 MIN YIELD S7RENOW, (£) 7HUT PREPARED 08EAR THE(BATE AND ORIGINAL SEAL AND SGALtN/� OF'THE PROFESSIONAL ENONEfR OF"RECORD E ANCHORS TO WALL SHALL BE AS FOLLOWS;SEF VOW 2 OF 5 FOR APPLICAPONS. (A) TO E)BS79VG POURED CONCNETE iMIM FIC-J K9 :114'A VPiCLLH ANCHORS MU$)FACTURED BY IT.W- BUXOEX THOS~000 SHALL ONLY E L1SM 70 -)/4`W,IT 718'GKLK-N ANCHORS OR ELCO ANTE d FE94LE 'PANELWT£"MANUFAMIPM BY POWUM FASTENERS, PC HMV#Ao-``'A- OBTAIN PERNFT$W TNF SLATE OF'FLMa4 APV 6WO fON57RUCTXH0I PROOPC4 RESPECTIVELY d -tIr 0 X J/4'ALL POINTS SOLID-SET ANCHORS AS OVYIRDEWTED BY ALL POW75 SCREW BOLT&SPECALIY COW',WY .••••'•`AAAI, ✓ A OTESr 3 % A.1)A19YfMUM,&BEDIWAft INTO POLAM WNLRtE7E OF TAPCON ANCHORS IS 1 3114'AND FOR RCO PANaA IFS LS 1 3/47 A♦ FLOM4 OWL&NC COON NOR NT9h YWLO )fuwc OIIW Zorn •T7 * t1 TRiFLtL e� CLEAR UERTNA 57ORM ONr/l/1! A.2) 7/B G1LF-1N.WC/TORS.MLO J/4'SOLID SET ANL2/ORS SNACL BE£JJTAPELY PMBEODI,TT INTO THE fiOLO4W CAVQQEIE us' T NO FMAEDAIENT AV70 STLA000 sIku BE PERABIIEDL oT,2A;t1T 1�/4�, SJt IESED S+LALL. i 7/2't.AN6 MANHMUM SHCkRO sXICtO EYo57:AND 1'NINIAHUM FOR WALLS 7 >7R1 %. EIST'FRN METAL SUNY, AMC RAW No / EGO IMt_ rt.J)AV GIST THAT-F7YMAST 57ML PA WAST CONCRETE'PANEL5, OR PAVERS BE FOUND ON INE VOS77NG WALL OR FLOOR FSS.....r mNe LbA✓Ax7' Am,,,a Ra Paw J34I7-09e ANOfQRS SMALL BE LONG fLW"77Z)REACH IW AWN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE'SINLL BE AS t oNAr".0(OAA '.•A AAI i•.a R»w MOMON NOTES A7)d A2)ABOVE _ P ,e ,ryq.n-rANo.Ar lA.w,-rv1 —w A.o.� am~w m-Ma m! M WA TkIIT i.Pl 'V i ANW I Gr 3 ZftH .»+ A 3-+.r arra[ tAw OAVANWSAN 860-21 A ..e� w 'wwrrooy�`�1 vt��'�r e'nN /*Q AWNvw rrua+esr >w W A7ddns r�rr MaUlM *3` 033 7 adm / ' - �7d330 � � .ter ' aa wow7 D 1-00.0=.xBrat �' � j _ (ar+uj enaaWnp opt qZIM vaN 700 OMC7lli9 WtaGT/L — B £ _ _ z,�• '� .w a mow I., - Awl Ram aQ m ae n woe :l 711+13!? e JEr 9 Q " / e/s Q Ilfu Mill 3 La Mow AFYUM jam MOW {r{X La` G .ie wr-t/i .RLZ ,tGQF sZl; GLPY .R3 ,f.C?F-. �i2t2-7 MUVAM l I sa�wanot roo ir.ppi- -Umvd W013 Y�c�- px�rrc sik!saav,�w iwbwrb-----tAll,IF 1 2i f `�'� L j'awAffm!a/F.0071P-� 3iNBgL ipt ia007 l _ r�aeorrrrra.�. � —tory awaatw r• ' ------------- .MF' 1QDP! r001' .GIDLf— BOOL! .QOD'i pswirtor.nDt;trytary t" l ��,y7=—wvc cu.c ra ae[tcn terrn2C _ �lMftgS F mr/Df/!Mx aMXWs dt llw/A TE w s"# PANaAKTE a W/r f -x \\` POWERS CASg#MMc c AxpGbe[o AOCIMiX eC�Cr OR 1 w/p� GtA�M.�P�►ELC�O F0*VK C4ZX p >o wows r/i/s sacf.IsEr FOR sc�Eoecr iw [ss scrwu s6AaKwr�-----t PdAQED vawm e a ca�cRErE c.s REDUI4LD 1/{f-7C>J/fes 4 iaa w/7!n' 7 i 1j, `. 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LORIL E C O iwc. rAS 10Y'.•� $ro .-X ftw �^O�i 'r Mir»G a uan 17-098 DMMMM'A4 i ,pt�.P� i� v�►w s^ 37�D D/M i a ir,ry SCIS Home Log In User Registration Hot Topics Submit Surcharae Stats&Facts Publications FBC staff BCIS Site Map Links Search Product Approval USER:Public User > > >Application D 1 RECEIVED FL# FL137S7-R6 Application Type Revision MAR 2 1 2018 Code Version 2017 Application Status Approved ST. Luc COunty, Permitting Comments Archived ILE Copy Product Manufacturer Town and Country Indu es. Address/Phone/Email 400 West McNab Road Ft.Lauderdale.FL 33309 (954)493-8551 tomi@tc-alum.com Authorized Sianature Frank Bennardo frank@engineeringexpress.com Technical Reoresentative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale.FL 33309 (954)970-9999 tomi@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion ComDliance Method Evaluation Reoort from a Florida Registered Architect or a Licensed Florida Professional Enoineer Evaluation Reoort-Hardcoov Received Florida Engineer or Architect Name who developed Flank L. Bennardo.P.E. the Evaluation Reoort Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO.P.E. Validation Checklist-Hardcopv Received Certificate of Independence 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 Eauivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect Sections from the Code Product ADDroval 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 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 combinations and additional limitations of use. Created by Independent Third Party:Yes 13757.2 6.8 Streamline Shutter Lame Missile Impact Resistant Accordion Shutter Svstem Limits of Use Installation Instructions Approved for use in HVHZ:Yes 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 combinations and additional limitations of use. Created by Independent Third Party:Yes 13757.3 E.A.Essential Facilities Accordion Aluminum accordion shutter aooroved UD 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 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, anchorage,etc. Created by Independent Third Party:Yes Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.QQyrjght 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 clicic here_ Product Approval Accepts: E Safe is rroM�t-:.. 6 . 8 ACCORDION SHUTTER ; FRANK L.KMNMDO,P.E FOR USE WITHIN AND OUTSIDE THE HVHZ ;.� LICEyy sc; TABLE 1 TABLE 2 TABLE♦ �65 " ALLOWABLE SPAN SCHEDULE lVo ALLOWABLE SPAN SCHEDULE_ MINIMUM SEPARATION FROM GLASS TABLE 3 ASTM ESSENTIAL FACILITIES ONLY FUSE WITHIN THE HVHZ FOR USE WITHIN THE HVHZ ALLOWABLE SPAN - 7 b a HVHZ i HVHZ MINIMUM SEPARATION SCHEDULE MINIMUM SEPARATION '•, sTAtEQP `2• Lu LL POSRNE POSITIVE WIND HVHZ FROM GLASS NON-HVHZ FROM OLA3S •'�4ORIDA WIND LOAD LOAD WITH9, NEGATIVE POSITIVE POSITIVE s > !� WITH CENTERMATF3 WINO LQAD DESIGN �SIMI'1'ER INSTALLATIONS INSTALLA7KXdS POSITIVE AND DESIGN SINTER el6TAL1ATKNS INSTALLATIONS /,�/,/ N n1� W" wtND uNr4ATE ac ALL PRESSURE SPAN 'T ABOVE 30'ABOVE DESIGN NEGATIVE WIND PRESSURE SPAN f 90'ABOVE >30 ABOVE �,,,,AL E 111 $ x g LOAD(PBf) MOUNTING (PSF) WIND (PSF) I I I1111 _ w W U ORO& z1 GRADE GRADE LOAD ALL GRADE GRADE X!1n1 r] OR]3 &O CONDITIONS- (IN) (IN.) (PSF MOUNTWO LB+•) (N) 1.J4 Q O 25.9 ter 16r 158' 29.3 10r 5.7" 3.5' CONDITIONS" Sr &11 /.1• Z N w er 3.0" 1.1" e0.0 180" Br &1• 1 4' W .a w w 260 764" 100' 158' l- _ _ 30 W` Z SOA 74T ter 158' 30 Ar /0• ...._ 660 105• 17r a1• 1A' 3�+ � 170' S.r 7A• eoA 146• ter 6.r 00' V) 400 14r 1w _ 156' _ ler &T 3A' 66.0 145• -._ 00• &1• 1.1• p W w 46.0 13r 141' _100'- or lUr 1.1' 700 15r 9r &1• Ir 110.0 12V 13r iw ti O 9r 3.0• 1A• 76.0 135" for &T t r 000 72r 13C 155• 40 109' &r 1A• -__ 600 12r 40 12r &1• 2.7 OOA 12r 131• 14r /2r &r 2r 660 126• 137 6.r &r a" 121• 12r 14r W7 5.r 2.r 90.0 121• ter eA• 4.r 700 11r 1Zo• 1ST 1b• 5.r 3r 9&0 lir or &t• 1.7- 9r &r 1.1• 100.0 lir 9r &1• 1.r �.yy 760 11T 724• 13T - Q 00.0 1/r 127 1n• �" &0, t.r_ 106.0 117 W 108' &1• 2A' W JI 5o 10r 50' _2.0_ 110.0 Hr 120• &11 Lr d 900 177a" IIr 119' 1�• 12r &r 2.5• 116-0 10r 137 0A• 960 17r lir 11r 15r &r 3.5' 120.0 for ler &r e? W f� 100.0 for lir 116' 60' 3.r 12' 120.0 for or &1• 1.1• � 705.0 707' 117 117 99• 3.0� 1.B _ 730.0 l01• 9r &1' 1X = d d 110.0 1W 110, 110, tOr &0• 2.Y 136A Br e0 10S• &1• &i' 110.0 for lOr 10T 151• &r03.r 1404 Be. 12r &l' 2.T 120A 10r 100• for 00 &0• 140.0 9r 14r 5.r 1260 105' 70 or &r 100.0 69• 90, &1• t.t• 130.0 101• 9r &r 106.0 6r w &1' 1r .. 130.0 9r 12r i 6.T 160.0 95• 70 9r &1' 1.r 740.0 9r Sr &r 165.0 61• 12r &1• 3.0'1b,O or90 64' &r 170.0 79• 137• er 4A•100.0 6r 9r 30' 110.0 Tr 6D" &1• t? -3�Qt 166.0 9r lir &r 30• 16D.0 74• _ S4• &1• 1A' R 100-0 Sr ow 2A• 1'7 185.0 7T 190.0 70' W 170• &T ar 170.0 7r 10810 $1. 110 9r Wr 2A' 196.01st•68' 6A• &r _ 776,0 Tr 11r &T &3• 700.0 ee' er 3.1' 1r 180.0 7r 6r 3.r L3• 04• _ 3.1' 1r _ 79&0 ?r 120 64• &W 1 per.. _ •+FOR BUILDOUT MOUNT MAXIMUM 110 4 SPANS AND PRESSURES,SEE lip aa' &LT _ fiI�R 100.0 _ 10, 106' &T 3.1^ TABLE C ON SHEET 6/13 196.0 8r er 3.1• IBR BUILDOU 200.0 �" ++ T MOUNT MAXIMUM SPANS AND PRESSURES,SEE TABLE C ON SHEET 6/13 110 or 3.1• 2.r 105• 3.1' TABLE 1 AND 2 NOTES: i. HVHZ:DEFINED AS MIAMI•DADE COUNTY AND BROWARD TABLE 3 AND 4 NOTES: FF 1. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN COUNTY FLORIDA. MIAMI PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN-DADE COUNTY AND BROWARD COUNTY FLORIDA. e 2, DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN O TM SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN 2. DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. n SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN p y 3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND ,1 PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. I� OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: `v( 3. NO SEPARATION FROM GLASS IS REQUIRED FOR i INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF OOIfRBiORtYKLIBNY4)o Il I ITPERMISSIBLE TO MOUNT TO WOOD OR CONCRETE THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. BEAM THE BACK OF THE SLATT FACING OUTWARD.FOR 4. THE 6.6 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND 15-2336 THIS CONDITION ITION POSITIVE ALLOWABLE DESIGN PRESSURES OUTSIDE OF THE SHUTTERBEING REVERSED.FOR EXAMPLE:IT f' - AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE SCALA,vA9f pefl7lIPTWN: HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM E PRESSURES ARE AWAY FROM THE HOST STRUCTURE. WITH THE BACK OF THE SLAT FACING OUTWARD. _ A 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, 1 THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE n BE USED. USED. C�ILJI' \\\\\ L p ///// �PPE06486NAADO,P.E. U 7f p €€ 071\ STAtE OF 40 o� � Lu M p tl Ir GENERAL NOTES: n;ALIENG\\\ W , -. LL I`� w =� a 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES - NO LIMIT Z� �>�'" CODE SIXTH EDITION 2017 ,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE q ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE Z^ gym 1_° THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ^ z p $a ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION WW u�W i 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE TOP TRACK m a s W REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA <, o w BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE W CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. D 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. 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 CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. a w 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND 0- VIEW w LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. "< w a 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE _ { DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR W tY f E WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd-0.85 O ID SHALL BE USED. n 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE, rn w _ 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL J g ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME w Q PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61615-23 OF THE FLORIDA ADMINISTRATIVE CODE. Y 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE w CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR Li Q S VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM i THE STRUCTURAL SUBSTRATES DETAILED HEREIN. R 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING D OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND BOTTOM TRACK SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRATING HIS/HER APPROVAL, 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN&COUNTRY INDUSTRIES LOCKING MECHANISM EE FORT LAUDERDALE FL TYPICAL PLAN VIEWS MISSILE LEVEL D-ASTM E1886,E1996&E330TAS 201 202&203 5g Sq FLORIDA PRODU&APPROVAL NUMBER 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCORDION K.S.I. SHUTTER ELEVATION 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A i MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 tl N.T.S. ALUM.ALLOY. i 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR R BOX LOCK AT CENTER OR SIDE CLOSURE. R 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. 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. I 21, ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE Won ABOVE-NOTED BUILDING CODE 15-2338 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE rum BACK OF THE SLAT FACING OUTWARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PAoe D§@g!P! N: 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 1 - I EEKKARDO I.E. m 2.874" PROJECTION VARIES 1.994" ���y��� ••. , 74 115" 4.874' MAX, .068782" I 1.907' 97" " 1 ��` `C 7 1825" 1 1.825'• .125" 1.825" 1.706' 143, 143" OAIFO04 _ I N 0 1708" .100' 7ititi 6U9 96" ,III•.100" a .143"f•�' ,195" .143' O) .099' n .100" 1.7 8'" 100" .700" 1708" II ro .068" 143 195" 1 S' .195" k6 �62 ';. on a e In o� a N %�i�•• NATE( ~ra1��E ry N N ti� ,062' .062' .095" ,062' yyf•^{ MMM /. 630' .2001.510' I.JfA1111 It111W o _.062" 62" .200" .062' 30" 62" .200" m 608 630 m 588' _ U 971•• .971" .095 .. .095' J.--}1.069• 2.728' �14 Q gtuq� 971 030' 2.748' g M Q w 1.2 0" 1. 0" 1.250" 1.200. .095" Z 5.745'M X. 5.745"MAX. 36101, W W ti W _ $ Oj WALL O BUILD OUT WALL O HEAVY 2-LEG WALL O LITE 2-LEG WALL O HEAVY HEADER/SILL O LITE HEADER/SILL SCALE HALF SIZ SCALE:HALF SIZE 3 SCALE:HALF SIZE SCALE:HALF SIZE yl w SCALE:HALF SIZE SCALE:HALF SIZE 0 WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 2.655' - 1.825' 2 655'• .875' 2.195• 1.230' 1.82S" 19 ,510' Y .588 7 583" 0 2.655' 2.365' W A .600 .510" .510' .460' N `1 .085' - W in 1 0 .400" `• 90• ^! N '•1 c I I Z 6 d rr •o of a I 621' I�' a In 105' M r •o c 105 I .31. .105' ^I ITYP I ni rMi o060'N n m TY " o g I TYP' t 230" 1.069• .621' 2-- 975"' --_ - 621' __ 781' I �n E 2 300' 4 t ? 1I 9B--5� I. 4.510' 2.195' F--- $4,510' a' 250" 2.195' a 7OSILL BO SILL ADAPTER 10 EXTENDED SILL ADAPTOR 11 MID SILL 12 MID SILL ADAPTOR SCALE:HALF SIZE O EXTENDED SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE d 1.994' .143• 143' 4. 30.225 .314" 1.708c S 4.140" 325' a G .06 3.963' Hill ee 258•' 297" 150R § 030R .054" .0 2" mn .570' .510' n a¢ a 6Cr 1.625" .069" ,341' o nl m Y$g .7 19.410•,133' 0.080 4 0.080' 0.117• ��II 13 TYP. 6.8 SLAT/BLADE 17 6.8 STARTER .682' .630• 096 m X1.060' SCALE HALF SIZE SCALE HALF SIZE 130' n •0 N 2.822' 0.115' p6O t8 RADIUS CEILING HEADER/SILL 0.096• 18b WALL SILL _4.5101, @@@ .310' o P SCALE HALF SIZE •180' .080' SCALE:HALF SIZE 4.1 630• .080•ti `^ oOS 15-2338 227" .054" br•,�; .420' PACE DESMP17OM: 14 CEILING HEADER/SILL 15 8 LETACK sCONECTOR SLAT/BLADE SCALE:HALF SIZE g�WALL SILL CLIP G dna S SCALE HALF SIZE 11111 11111 I//J A P L.ENNARDO,P.E. .375• 1950" `\ �,. 125' •018' 010-24 THUMB ESS STEEL cu SCREW-I NICE 9 ISI{ = �,4ASSEMBLY HOLE o LA z W 4: NoPE0046549 m 4 O.j y lNYLONWHEEL "40'. o i 0 STATE OF W m,� F 750" ii�,�\•' IOP.•''• (J1 H"1 QJ L 5' MAX, L TYP.AT EVERY OTHER 40 RECESS SILL FOR USE WITH INSIDE JOINT AT TOP 870 ///S CONAL ,%N, WW ON 2 OANGLE SCALE:HALF 512E ® AND ®ONLY CYLINOER-SOLID BRASS,NKKEL PLATED Z� �u j U 1 g 22 ROLLER ASSEMBLY HOUSING-ZINC DICAST POWDER COATED 0 Q < g SCALE1 HALF SIZE 21 SLIDE ROD SCALE:HALF SIZE NOTE MAY BE KEY OPERATED OUTSIDE OR THUMB W w N Q g SCALE:HALF SIZE TURN OPERATED INSIDE %ii .250' 23 BRASS PUSH LOCK °;wjrL_ R NYLON WASHER SCALE-HALF SIZE 111 o!4xu=i 7 OR ALUMINUM ,357' (NYLON BUSHING 4.000' .yO OPTIONAL) 0�'276' .500' 14 x 2-3/4"410 HT S.S Op,062' ZE ^ ^ cfuu m PBUSHING CREW W/ -- - m C ULTRACOTE COATING N 2250• Ab�pp P'! I '^"' YP TOP L BOTTOM) 1 5 4 •' a WASHER: .. •154' .137' iQj w � st 7/16"0 x 1/2"CA INTERIOR JOINT TOP (u m .224' m8 1C 7/16"0 x 1" INTERIOR JOINT BOTTOM F-a EITHER CAN BE USED ON EXTERIOR 28 BOX CENTER INSERT 2.750' D' @ BUSHING ASSEMBLY DETAIL SCALE HALF SIZE 24 27 RAINGUARD 28 DECORATIVE FLOOR TRACK = � d SCALE:HALF SIZE SCALE.HALF 512E SCALE:HALF SIZE R .978' 2.125' i8 1.742' .623' .236' 1.710' .286 'L .70 642 1.110' .26T 2 4 2.405.. c { A43' ,443 ^ T .090' �` o rp pp 2.289" 1 3 1.084' �`, r � �6, r7 m 1, 00" d R vii. .284 n z6 $ o m 1.10o t.t o" m T cu O N A N N O c .190" 1.068' 2391 a n o1 n n In N N r '" .250 .125' a 0 r m mra$ in 3.443' •496 r x+11- LL 1.7 ti - •3.476' 125' .125" N .t90' - '125" 160' IA01' ,062' N .222'" .062' .176' 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 a°( SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE-HALF SIZE a "� .062' 7/16"0 STAINLESS 0.11 STEEL NUT 0 NOTE ATTACHMENT SCREWS FON - e END STRIPS SHALL BE A10 TORX r 9 5,500' x 13/16' WIDEf--f.40G' HEAD STYLE VARIES W OR PHILLIPS DRIVE SCREWS, 'A o 30 38 THUMB SCREW OE NAND-TIGHTENED ONLY. 1 // / SCALE.FULL SIZE 25U'" v x m n n M1l(CMINExSCREW STAINLESS m 5/16-0 INTERNAL STEEL r tj m mrnort/wwcL�»wmDrt 166' THREADT7 15-2338 _ TYP. 37 T-SCREW INSERT ti n 4.500' }•-x,689' POWDER COATED,ZINC DIE-CAST SCALE;FULL SIZEli+ ��' " A1 (L y2��y2 PAGW Dt/OUPTION: DELTAINDUSRIODESYSTEMS SECTION A 36 T-LOCK ADAPTER 4-W.254 • 40 40b 40c (OPTIONAL) 7.000' END STRIP 1" 35 BOX LOCK SCALE:HALF SIZE SCALE HALF SIZE 39 2X7 ANGLE 2" & 3" EXT n SCALE HALF SIZE P x'125SCALE: HALF SIZE (ZZZa IEEEI"' f Ns FRA�aS E9 NARDC1 Y.E. FASTENER(A 18"O.C. EXISTING GLDIST• EXISTING GLASS ••• - (USE ANY ANCHOR SHOWN ASS EDGE \ IN ANCHOR SCHEDULE) DIST. F- �tl.• N 1E004654 �91 ylSILL (INTERIOR) � •-S�g� �t - •= 1 pro - � � ALT DIR CTION EMB 17 $ c OF ANGL LEG II I of ATE OF EMBlD u '"•C (INTERIOR) 17FLORIO�. w m gR M .0.062"THICK 6063-T6 w� •U " UM.ANGLE 1"x 1"MIN. WWWWtttt E 0 2"x 5"MAX.(ANGLE LEG 3 4 9 29b / I NIA111 1 W -N i w+ DIST AY BE REVERSED) ZQ �ujU< 8 29 ASTENER P 18"O.C.(USE ANY 13 15 13 F1(I ANCHOR SHOWN IN ANCHOR 21 8 3 29 9b Zx L m 13 13 13 SCHEDULE,1"MIN EDGE DISTANCEI aS 13 TO & 1/4-20 THUMBSCREW Ww 29 012 x 1/2"GALVANIZED BOTTOM (EXTERIOR) 3:LL : F 6.80"ITYP.I ,� OR S.S.SMS,3/16-0 ALUM. INTO CENTERMATES 1/3 ;LL m 1/4-20x1 THUMBSCREW INTO POP RIVET,OR 1/4-20 TO 2/3 SHUTTER SPAN ECEIVING HOLE U7�4: (EXTERIOR) THREADED HOLE.LOCATED(� MACHINE BOLT&NUT SHALL BE 3/8" U, .. LU 1/3 SPAN TO 2/3 SPAN FROM p 18"0 C. 7011"HIEIGHY�P ' O v, TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES MULTIPLE SHUTTER ASSEMBLY SCALE 3"=T-0" 58'-3".USE TWO THUMBSCREWS SCALE:3" 7'-0" ON BLADES>W-3",ONE 1&1/3 SPAN s AND ONE AT 2/3 SPAN FROM BOTTOM LOCKING DETAILS FOR CE ••� NTER MATES _ C, USE lt)BRASS PUSH LOCK OF BLADE,TYPICAL.FOR LOCKING SHUTTERS,A BRASS PUSH LOCK D SHOWN ON RANDOM ri OR(11 5/16-18 THUMB DETAILS SCREW I 0 THREADED MAY BE SUBSTITUTED.WHEN USE WITH iiIrn Y INSERT (p3��) AT 1/3 SPAN CENTERMATE 029 AS SHOWN,RECEIVING SEE ENO STRIP SCHEDULE W TO TO OF FROM HOLE FOR THUMB SCREW MAY BE 7/16" s BOTTOM OF SHUTTER FORMA%SPAN R40c RECEIVING HOLE SHALL BE 30 13 USING GOa,40b OR 40c W 3/8"MAX WIDTH,UP T MF 1"HEIGHT. 30 $ o !ND!TRIP!CN[DUL! ,„y(" \\\ ^ _ d • !•BIO(2.7')l 62 1 40 USE APPROPRIATE 72 STARTER STRIP TO PROVIDE CLOSURE FOR g 62 -^� 13 1 4 BUILDING CONDITIONS. 132 76" p 3 2'B�S.T) 62 96" FASTEN STARTER s (INSIDE) STRIP01 "SCREWS 3- � 3•BID(4,7� AT CORNER Q 7 7 ALTERNATE END STRIP DETAIL (HAND-TIGHTEN ONLY) 82 74" 1.8149• 45 93• SCALE:3"=V-0" ANY TRACK Ty i NO.Dow 7 W/SCREW BOSSES. N I %-y id p ANGLE 6G 3 g � �0I �^ 4 35 p SILL W j p 1 2-x3" 45 3• K Vt x0.125' EXISTING GLASS p 2 i3 ANGLE 57 q q q tg( 30 64 USE(1)BRASS PUSH LOCK (INSIDE) USE(1)BRASS PUSH 00 oR 111 5/16-18 THUMB SIDE (E LOCK OR 11)5/16-18 13 Z •s SCREW IpI.;0 THREADED THUMB SCREW INTO 30 2•x4• 1 " •-� INSERT 13'n AT 1/3 SPAN SILL THREADED INSERT 3 20.126- TO 2/3 AN FROM !J CE AT 1/3 SPAN Tp 2/ 7 12 a�4 BOTTOM OF SHUTTER SPAN FROM BOTTOM 0 (OUTSIDE) ANGLE 125, SHUTTER RECEIVING 121" yy HOLE SHALL BP T/8" p MAX WIDTH,UO 1" 3 11 S w HEIGHT FOR GREATER SPANS OR LOADS THAN SHOWN IN END STRIP OTYPICAL OUTSIDE CORNER CLOSURE --- --- SCHEDULE,END STRIPS REQUIREA CCl DETAILS WO/CORNER POST vsi�c ANr ANC090' PHox on rHE SPAN 13 30 WPYWONfNW1 LBBIUADO PE NTS 13 ANCHOR SCHEDULE&#L4x3/4•TEK 31 215 133 (OUTSIDE) 15-2338 SILL BREW OR 1/4-20 BOLT TO END _ USE 111 BOX LOCK AT 1/3 �� SPAN TO 2/3 SPAN FROM PAOE!CYCRIM91C. BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE �1F � 13 CC2 MULTIPLE SH DETAILS WO/CORNER POST Sego scALEoTTER ASSEMBLY NTS yly "J"- F;�ni ALUM. TUBE \111111// 2 FASTENERS —— C2 CONNECTION TYPE 11t 6063 TIS ALLOY EACH ANGLE SEE TARLE A FOR SIZE. REFERENCE ANCHOR XISTING �� 11.�.'SCHEDULE FOR MAX. STRUCTURE !1"x 2"x 1/8" SPACING OR 2"x2"x1/B'• \ Cl CONNECTION TYPE1/4-29.Q 10oEaQ �65ALUM.ANGLE o REFERENCE ANCHOR W/NUT Q012";0[„8 SCHEDULE FDR MAX M14 sM� 6:'0 C THREE 3/16"0 13 SPACING 1/ (TYP.TOP*bOTTOM) ALUM 44 111° POP RIVETS o 17 ALTERNATE THRU BOLT t/ \� I I i� •. STATE OF m E DTHREE 012 SMS, 3/16"0 ALUM.POP I _ Cl CONNECTION TYPE H •••'•�<ORIOP m 17 RIVET OR Mt2 SMS I SCHEDULEREFERENCFORMAX. p In � 0� / ��NAL E 18"O.C.(TYP,) _ 1 W w=Q g TABLEA(cm) SPACING F011 p l/1111llt �>QU PRESSU�KALLOVIABLE LENGTH MAY USE MALE OR I I I W u m Q m LL z 2N08/O FEMALE LOCK-SLAT)Pw F HNR 13 MO L w 130' ISE" 13 _ I I GLASS F52 1 OR W l IN 0 7: 134" 179 CC3 TYPICAL CORNER CLOSURE DETAILS �'' - /� �\ OR DOOR M GLASSN a m b N CC c R 111 37Y NTS TAKE C, q��� s �I' b� W 92 114• wr I ALLOWABLE SPAN 303 110' 180 TABLE B(OU) ALTERNATE THRU BOLT BuCHitAOUT NOUIR w r 1��OREDULEFOR 6 R N 130 tw• 14T C5 CONNECTION TYPE (DETAIL F) 9T U3' PRESSURE tR ALLOWABLE LBIGM REFERENCE ANCHOR p' 2'S12"x1/g" SCHEDULE FOR MAX. MAX MAX "'O I n 86' 114• PSF WITH 410 BP SHUTTER PRESSURE Cl CONNECTION TYP 1.• 1/4"MAX.FROM PIN �^ 62 133' W 125 IN +/301 PSF REFERENCE ANCHOR _ GUIDE TO BUSHING LL SCHEDULE FOR MAX. r- - WASHER(TYP.) iit r SHIN. N31.1PSi SPACING II t�� ,. 72 tOT 1ST 118 IN. +/319 PF FX 8 a 101" 14T _ 14x3/4"SMS f 9"O C d 4g SSS IN. 431.7 PSF -==J ANGLE TO TUBE CONNECTION 93 9S' 171 SS11N. +/-335 PSF / �.L M 103 90' L7T' 1101N. +/-34.2 PSF EXISTING 2"x 2"x 12S" O� 130 83' 17T 1071N. d-351 PSF CONCRETE, EMBED, 6063-T6 ALUM,TUBE 7'r lOP 105 IN +/359PSF BLOCK OR 5 CONNECTION TYPE F ANCHOR 1031N +/363 PSF WOOD FRAMING SCHEDULE REFERENCEFOR MAX. m 1-1/2"MIN FOR CONCRETE 3011N. +/•373 PSF SPACING OR BLOCK AND 3/4"MIN 991N. +/-SBA PSF FOR WOOD 95 IN. +/-�•6 OFF Cb ALTERNATE BUILD OUT MOUNT SECTION FASTENER 0 10"0 C. 921N. +/•40'9 PR m R (USE ANY ANCHOR SHOWN 0IN. +/•423PSF SCALE 3".1'-0" JS IN ANCHOR SCHEDULE). aIN. +/•43.8 PSF 831N. +/45.4 PSF 811N. +/483 PSF ACCORDION SHUTTER 7 781N. +/48.3 PSF PER PRODUCT APPROVAL 761N. +/-493 PSF t 741N. +M9PSF 3/16 RIVET OR M13 2"x 2"x 721N. +/-S23 PSF 090"6063-T6 y APPLICABLE AT TOPSMS db 18"O.C. OR 701N_ 4-539►SFALUM TUBE TVP 1' g AND/0R BOTTOM 1/4-20 NUT L BOLT t7 yla'+R 6881. +/•SS•4 PSFITYPY 3/16atALUM POP ,V b( 65IN. +/-57A►SF 2"OR 3" r5i ALUM. TUBE RIVET OR N12 SMS 6063-T8 ALLOY @I 18"O.C.(TYP.) FUR 0: rum 0 SEE ART L E 2"z S"x 1/8" 8 S p o 1/2"MIN. Y 2 FASTENERS xCONTIXN I/ rr 3 = o FOR EACH ANGLE ALUMINUM ANGLE 4 n Zu- 2•x3•x%•x 2.175" m V x 2"x 093" OPTIONAL ANGLE INSIDE SEE T�ABIE Z ut Dula CONTINUOUS OR 2'x , i $ 6063-T6 ALUM. THREES/16"O ALUM 1 ORIENTATION TYP p GLASS % pZm 2"x�'j"xCONTINUOUS 0 ANGLE,TYP o FOR RIVETS OR OR DOOR a a ! 17 THREE M12 SMS,TYP. 10 OLA55 = o a 6061-T6 ALUMINUMNG !7r 1 1"x 2"x 1/0" u Y 0.9'MIN.THICK 6061-T6 ' OR 2"x 2"x 1/B'• ALUM TRACK FASTENED yi 13 ALUM.ANGLE ANGLE FASTENED TO TO ANGLE WITH 1/4-20 /R y EXISTING 3 KSI MACHINE SCREWS AT 3" USE MALE OR FEMALE CONCRETE HOST 00PrmO0FRwcL83Pwr. P! LOCK-SLAT) C4 CONNECTION TYPE FROM ENDS AND 9'O.C. 13 T3 = REFERENCE ANCHOR STRUCTURE WITH FOR THE BALANCE 15-2338 SCHEDULE FOR MAX. Y4"0 ELOO ULTRACONS 2-1/2"MIN. - tp PACING AT 3"FROM ENDS AND EXISTING CONCRETE SCALE: - Mt2 x 1/2"GALVANIZED (OUTSIDE) 4'O.C.FOR BALANCE MOST STRUCTURE(3000 PACE De�Mq� OR S.S.5 S.SMS,3/16"0 ALUM. WITH 111' MIN PS!MIN) CC4 TYPICAL CORNER CLOSURE DETAILS 'OP RIVET, R 1/4-20 SIDE CLOSURE OPTIONS EMBEDMENT AND 2W SEE TABLE C FOR MAX SPAN AND PRESSURES NTS MACHINE BOLT i NUT SCALE 3".V-0" EXISTING CONCRETE, MIN EDGE DISTANCE, QD 1""0. BLOCK OR WOOD FRAMING STAGGERED WITH r 93 EE INSIDE SILL MOUNT SECTION MIN.SPACING,Tn.O SCALE C BUILDOUT MOUNT S SCALE 3".T-0" 1 00 00 FRANK L.BENNARDO,P.E. 5 ECONNECTION ENCE ANC OR EXISTING il. LIP I I OPF9046549 z FOR AS k SCHEDULE FOR MAX. STRUCTUREFOR&Uk O^ ESSENTIAL SPACING � �GLASS a Cl six W> SkEC1 CONNECTION TYPE 5"MAX. 1/4-20 MAI • GLASS QQ�Y'• OR DOOR EAGILLLES W O u- OR DOOR E 0: m REFERENCE ANCHOR W/NUT @ j4' L OR SEE TABLE 4 r H k FOF W7 SCHEDULE FOR MAX. 1M14 SMS(M 4C NO PE00 65493 FORHVHZ r a mSEE r N pO SPACING Z w /y (TYP TOP_SEE TABLE 2 S W a 0: FO13 O ii FOR WIN. 13 x0SEP2 r SEPARATION N' TO O_✓�1/4"-20 THRU BOLT W/ X M/2 x 1/2"SMS 12"O.C. z Z m WTOGLASS a=o:u 0X � : STAT i E LOCK NUT Elfl 12"O.C.OR E r w m OR 3/16"0 ALUM,POPa aI as m �('(GR 6 0� , P M12 x 1/2SMS�12"0.0 E S 0 a RIVETS @ 6"O.0 OR 1/4"0E L w O �U✓OR� COR OR 3/16-0 ALUM.POP wrALUM POP RIVETS(B 12"O.0OR 1/4'I0ALUVETS M�POP RIVETS / \ .gym 11 AND 2� /V/OI 111 1 OEO 12"O.C.E.S. ASSEMBLY FOR t,Sg1 ' w1/4MAX.FROM PIN 1/4"MAX.FROM PIND DC (�I� w 0/ TYP. UI U MNG H i OO m =O9 AND O GulOE TO BUSHING iul W Zk OOH4o IWASHER(TYP.1 WASHER(TYP.) ,S Z uN ASSEMOLY / 1/2" i/2"TYP EXISTNG CONCRETE, L4 CONNECTION TYPE OR DOOR SEEFOTAgL(p roW ;w :BLOCK OR WOOD FRAMING "' FOR MIN. <Z¢a3GE REFERENCE ANCHOR Ln d 3 CONNECTION TYPE T. SCHEDULE FOR MAX. SEPARATION GLASS E vai r O w w REFERENCE ANCHOR SPACING AS SHOWN a V)p / EDGE SCHEDULE FOR MAX. 4 CONNECTION TYPE IN DIAGRAM ON PG.10) REFERENCE ANCHOR SPACING AS SHOWN SCHEDULE FOR MAX W r / 3 CONNECTION TYPE IN DIAGRAM ON PG.101 SPACING ALT FASTENER O 6 R REFERENCE ANCHOR EXISTING CONCRETE, LOCATION,FRONT AND �+ 0 SCHEDULE FOR MAX BLOCK OR WOOD FRAMI BACK ANCHORS NOT REO'D O 1/4"MAX.FROM PIN SPACING ALT FASTENER WITH THIS LOCATION Cl CONNECTION TYPE GUIDE TO BUSHING / LOCATION.FRONT AND / BACK ANCHORS NOT REO'D INSIDE MOUNT SECTION REFERENCE ANCHOR WASHER(TYP.) 1/4"MAX.FROM O SCHEDULE FOR MAX 1 WITH THIS LOCATION W 1 PIN GUIDE TO SCALE 3"=1'-0" SPACING 5 CONNECTION TWE � BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR F� ITYP.) SCALE 3"c 1'-0'. SCHEDULE FOR MAX / NOTE:FOR DETAILS A,B,D,AND E ON THIS SHEET, EXISTING CONCRETE, SPACING y THE BASE TRACK MAY VIN IN SECTIONS BLOCK OR WOOD FRAMING EMBED, / WITH 1/4"GAPS.PROVIDED THAT EACH SECTION HAS Co BUILD OUT MOUNT SECTION - / A MINIMUM OF TWO SETS OF ANCHORS AND IS A CO g R — TYP. SOTTO MINIMUM OF 12"LONG THE SILL OR CEILING TRACK EXISTING CONCRETE. SCALE.3"=V-0" 6 USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING F g OVER THE GAPS BETWEEN SECTIONS XISTING .E ffi EXISTING CONCRETE, STRUCTURE 3E BLOCK OR WOOD FRAMING EDG IST 4 CONNECTION TWE C2 CONNECTION TYPE W/EXTRUSION2 EMBED 1 CONNECTION TYPE REFERENCE ANCHOR EMBED. 5 CONNECTION TWE W/EXTRUSION x1 R REFERENCE ANCHOR W SCHEDULE FOR MAX REFERENCE ANCHOR pSCHEDULE FOR MAX. 5 .6 SPACING SPACING SCHEDULE FOR MAX NDIAGRAM ON PG.10) 416 1/2 SPACING w 1 R(2 1 " L) r 3 4 0n F W W O LL - GLASS S�A OR DOOR A FOR HVNZ i w 0 FOR r w m ,n 1/2 w M12 x 1/2"SMS QO 12" SEE TA&E 0 i 0 - r w FOR WN. i Z u 0 rc a ! { w o W W r u m O C OR 3/16"0 ALUM SEPARATION In O VI 13 H.In Z 0 0 e� rw70, POP RIVETS CB 6"O.C. 0Zm GLASS OR $ FOR r N i In W O OR 1/4"0 ALUM.POP G D:a s DOOR g FOR HVH2 L GLASS II E 13 i�Z�` RIVETS(B 12"O.C. E oNr FOR WIN. X z t OR DOOR L f: N O O N w SEPARATION HVHZ SEE TABLE 2 X z 0 z m TO GLASS E u p r !)!51 6 3 1/4-20 5.1.MACHINE L�p a r O AND OB 4 7 1/4"MAX.FROM PIN }pp SCREW i NUT� GLASS u� ASSEMBLY 1/2'• 1/2 GUIDE TO BUSHING a $ 12"O.C. YP, WASHER(TYP) r 1/4"MAX.FROM PIN W W O Ln 1/4"MAX.FROM PIN X 4 CONNECTION TWE t/2" //��,,,, GUID TO U RING !■l GUIDE TO,BUSHING w+ REFERENCE ANCHOR �RQQ WASHER(TYP.) ? e L WASHER ITYP.) EDGE C2 CONNECTION TYPE W mPlledrtmA�lece i rt i 5 6: EXISTING CONCRETE, DIST SCHEDULE FOR MAX /EXTRUSION 2 LOCK OR WOOD EXISTING CONC RE 4 CONNECTION TWE INACING AS DIAGRAMON PG SHOWN10) RE ERENCE ANCHOON R W/EXTRUSION $1 ® OR FRAMING BLOCK OR WOOD FRAMING 15-2338 REFERENCE ANCHOR SCHEDULE FOR MAX. 3"x 3"x 1/4"CONT. 4 CONNECTION TWE M12 x 1/2"SMS 12" SCHEDULE FOR MAX SPACING 6063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING.ALT FASTENER EXISTING CONCRETE. ►A91 Pmt - ILII LOCATION.FRONT AND (MAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS(b 6"O.C. BLOCK OR WOOD FRAMING AS SHOWN DASHED) SPACING OR 1/4"0 ALUM.P BATH THIS HLOCATION NOT REO'D OO. 9 p WALL MOUNT SECTION RIVETS LID 12" C O CEILING / INSIDE MOUNT SECTIONO WALL BUILD OUT SCALE:3"=1'-0" SCALE:3"=V-0" of SCALE:3"=1'-0" 11 N 1.�9 NA17,P.E. FOR ACTe ESSENTIALY� _ ,:. ., FACILITIES SEE TABLE 4 @ f FOR HVHZ SEE TABLE 2 W N EXISTING 1/4-20 ` •NS•'� GLASS OR MIN.SEPARATION TO E ALT,LEG DIRECTION MACHINE OR GLASS 1300 n 1216063-T6 ALUMINUM _ �'• BOLT W/NUT �' NOPE00• DOOR ¢w r ANGLES PER BEAM END, 12"O.0 OR 6 9 _ W 0 x „ I SIZE PER SPAN TUBE (M 1 x 3/4" - 1'v A p 1/4"0 ALL -I SCHEDULE SMS 6"O.0 - - 2 POINTS SOLID SPAN TUBE BCNEDULE bN 0 Q 0 SET ANCHORS SPAN TUBE �' I w Q u WITH 7/8"MIN ALLOWABLE TUBE NUMBER OF Ntl1. aF (� 1n x+a PER DESIGN ANCKORS PER N In z EMBEDMENT IN 0: LD CONCRETE ORIF ACCESS HOLE SCHEDULE TUBE SHUTTER - BPAN -THRLLBOLTB ANGLE RION. ..Mm 8 =w VI BLOCK,3"MIN SIZE SPAN =••" u _� G AND TOP BOTTOM TOP BOTTOM TOP BOTTOM LL Z t- 3"MIN EDGE TUBE TIME TUBE TUBE TUBE TIME IMPI 1 ' J= X DISTANCE. - z 80' 123.8• U6.T 2 2 2 3 4• T Z� wwU� Q 25 BM 101.7 10&r 2 2 9 8 T 71 bo- 3" I a 1 ~ 14 16 a w 128` 89.Y W.•" 2 2 3 3 7' 7` z o- TItI 3"MIN. O x m 80• 128.7• 18TH` 2 2 2 9 •" T °s ED.DIST. �LA a 2xe'x ^1 d ASTM E�«N71AL FAOLITIES 13 u z p 98' 174.0 12•.7` 2 2 8 8 7• T W W V.+W^ _ /2" 1 SEE TABLE 1 @FOR HVH2 SEE Q z 0.126' ` y W 1/4"MAX.FROM PIN GUIDE I 123` 102'8' 108A' 4 2 1 • 10" 10' Sly"£� TO BUSHING WASHER(TYP.1 GLASS T 2 F MIN ARA71ON W Q J 80" 798.0• 720.8• 2 2 9 9 T' T' N a iY�w OR DOOR TO GLASS 1n m 2,81 116' 722.P 180.7 2 2 9 • r 10' 0 w .: TWO 1/4"0 WOOD 1/4"0 THRU BOLTS S a a 0.125 - D LAG SCREWS 0 24" SEE BEAM H r 12Y 118M 1fi.6' 2 9 • 8 10` 78• OC MAX WITH 2" z 60' 188.1• 210.0' _2_ 2 8 • 7• 10" _ THREADED PENETRATION 3"MIN. SCHEDULE FOR Z 2•x101 ---96• 7106• 229.P 2 9 • 0 70" 78• "T' INTO CENTER OF STUDS ED.DIST. EQUIRED N MBER w 0.1875•- - - - - - - ^� 5 6 J VI 123' 132.2' 209.1• 3 4 8 7 19' 1P .! EMB."T' 14 SMS @ MIDSPAN BETWEEN 1416 1/4"MAX.FROM PIN GUIDE SPAN TUBE SCHEDULE NOTES: STUDS FOR TRACK TO 1"x 4" uSHIN WASHfl x x x x 4•ANGLES FOR 2'x5"&2•x6'BEAMS, PLYWOOD i TUBE CONNECTION 1/4"x7 ALL 2. USE 2'x5"x1/4'ANGLES FOR 2"x8'J. x10'BEAMS. POINTS SOLID MSTUCCO FINISH 3. USE BEAMMSCHEDULE FOR DETAIL I. H lI 1"x 4"x 125" SET ANCHORS SPAN TUBE PER DESIGN 4, TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN w 6063-T6 ALUM.TUBE WITH 7/8"MIN. SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED EMBEDMENT IN - TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS, Q THIS DETAIL TO BE USED WHEN STUD SPACING CONCRETE OR 1/4-20 MACHINE BOLT 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITT7 h Z+S EXCEE05 TME MAX.ALLOWABLE ANCHOR SPACING. BLOCK,3"MIN W/NUT 12"0 C SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN ' a SPACING AND 3" I 121 5063-T6 ALUMINUM TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, O di MIN EDGE t ANGLES PER BEAM END, OR M14 x 3/4"SMS @7 ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN z O WALL MOUNT SECTION THIS DETAIL MAY DISTANCE. SIZE PER AN TUBE 6"O.C. AS THE SUM OF THE SPANS ABOVE AND BELOW THE BEAM. SCALE:3".1'-0'• ALSO BE USED SCHEDULE 6. LAP BEAMS ARE NOT ALLOWED. g AT TOP EXISTING ALT.LEG DIRECTION ACCESS HOLE 7, ALL BEAMS AND ANGLES TO BE 6063.76 ALUMINUM. 1FFO STRUCTURE EMBED. 5 MAX.DESIGN LOAD. SP f O z BEAM SPAN SECTION 1' -GLASS w SCALE:3". -0" TL FOR ASTM ESSENTIALo OR DOOR fdGOJIIES SEE TABLE 4 @ 13 D in FOR HVH2 SEE TABLE 2 = x FOR MIN.SEPARATION TO '/) EXISTING WOOD 1/2„ 3" 1/2" ° --- 2 TRUSS OR RAFTER T I '* GLASS < Qa QD 24"MAX.O.C. -1/2'-1/2' F N EXISTING FINISH MATERIAL 1/4"MAX FROM PIN GUIDE 5 6 TO BUSHING WASHER(TYP.) 1"x 4"x 1/8"6063-T6 1/4"TILE ITVP.I ALUM TUBE W/THREE I: II ii 1/4"0 WOOD TAG I I' i w aaada ! FINISH MATERIAL A RNA 1 SCREWS WITH 2-3/4" ¢ 3/4"PLYWOOD MINIMUM THREADED / 8 1/4"0 A325 GRADE THRU BOLT Cp 7"0 C PENETR."T"IN WOOD @ L OR 5/16"0 A325 GRADE THRU BOLT d5 12"O.0 EACH RAFTER OF TRUSS, \ • 24"O.C.MAX.WHERE GALV.OR S.S. TUBE EXTENDS BEYOND 1/4"m ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THA 21 5"0 C W/1-1/4"MIN.EMB 6 EXTEND TUBE TO �� o: W 2"x 5"x 1/B"6063-T6 OR 1/4"m LAG SCREW 0 9"0 W/1-7/8" NEXT TRUSS m ALUM ANGLE W/THREE \ rwODa 1/4"0 WOOD LAG MIN.EMB. IN WOOD SG.O 42.TO 0.55. �-1n 3:0 w O SCREWS WITH 2-3/4" 00IA[[IR111ANtL 6[MlOOPt 1/4-20 5 5.MACHINE SCREW 13 =i i MINIMUM THREADED 15-2338 / 12"O.C.IN BETWEEN TRUSSE Nf z ww EXISTING CONCRETE, WITH 1/2"0 ACCESS HOLE ON L74 PENETR."T"IN WOOD(& HOLLOW BLOCK OR 2"x 5"x 1/8"CONT BACKSIDE OF TUBE OR M14 SMS X Z Z m EACH RAFTER OF TRUSS, WOOD FRAMING SEE ALUM AN 16063-T61 It 6"O.C.MAX.IN BETWEEN Q� a F 24"0 MAX.WHERE PM[D[BCIIIIRON: ANCHOR SCHED.BASED L ON TYPE OF STRUCTURE ut ANGLE EXTENDS BEYOND Q LAST TRUSS MORE THAN (MAX.DESIGN LOAD s 72 P.S.F.1 6", EXTEND ANGLE TO PASS THRU DETAIL IMAX DESIGN LOAD[72 P.S. NEXT TRUSS F.1 O SCALE 3".1'-0• O TRUSS MOUNT SECTION no SCALE:3"-7'-0" - ;ew"' P.E.GLA55 OR ���DOORFGR ASTM ESSENTIAL EACKJTILS SEE TABLE #: N°-3 FOR HNR S ' GLASS OR = GLASS OR ' DOOR o 7- DOOR m ABL O FOR MIN. p w FOR O p FOR 6: SEPARATION TO GLASS f m ___ ____ N W X1=.1~ �E WO' WWF O�•'. ST 74 O.QI A FOR F ut T A 4 FOTARR w w VI �� '.;�( Z ON MI. pa ZC IN.7 JF AR' UISm =HZ=in 0 p SEPARATION TO V=i.w p O SEPARATION TO N F 13 17 u 4"MIN // �WpI GLASS XVI VI GLASS =_ 2 0 N s=W m i o W a J 5.4 RADIUS HEADER MOUNTED 13 i?F 13 = D u REFE REFERENCE ANCHOR i N PARTIAL ELEVATION �a SSt Q w = u N SCHEDULE FOR116 SCALE: 3'< 1'-0' Z ti a~ 20 m 28 e a SPACING `1 .250" W ° w z .250" .250" N ; di 1/4"m TAPCON 24" C6 CONNECTION TYPE In, B o w W W OC WITH 1-1/4' MIN, REFERENCE ANCHOR p N 8� ,OIU t'n EMBED SCHEDULE FOR MAX, W p p R SPACING EXISTING CONCRETE OR / EXISTING \ BLOCK ONLY WOOD / STRUCTURE .+ \FRAMING&WOOD ANCHORS G n �10T ACCEPTABLE / EXISTING MOST STRUCTURE O (EXISTING FINISH 0,3 - n \ O WALL MOUNT SILL DETAI-MATERIAL - i/4"MAX.FROM PIN n SCALE:3"<1'-0" GUIDE TO BUSHING `7 01ST. \\ N 5 6 CUT IN 4"INTERVALS WASHER(TYP.) W DECORATIVE FLOOR TRACK DETAIL 1Y O RECESS SILL DETAIL \\ 1n/ SCALE 3".1'-0'. DETAIL {UVEF(OR ADDITIONAL I a 'a,13 SCALE 3"x V-0" ,�•-1I INFO). TY(1pS')T P L BOTTOM - s i� wa' FASTENER(p1 EACH 4"CUT E ..�° SEE ANCHOR SCHEDULE BASED g L�' � O; 1/4"MAX.FROM ON C4 CONNECTION TYPE TO tl S ,b, _ d VERIFY ANCHOR SPACING I PIN GUIDE TO ' IS ACCEPTABLE 13 v BUSHING WASKER w o obb Q < ' IT YP.I f Z gi h11e a ao f o vvvvvvM R �� �� D 1/2" TO BUSHING WASHER IT1/4"MAX.FROM PIN IDP EXISTING 1/4-20 TYP. BOTTOM STRUCTURE NE SOLT W/NUT 0)2"0C. 1 CUT AT INTERVALS T EXISTING FINISH FORM CURVE(SEE DETAIL P6®1 MATERIAL 1 CONNECTION TYPE s 1"x1"x1/8"L 1"x2"K7/8" @ EACH (FASTENER PIECE REFERENCE ANCHOR SPACING SCHEDULE FOR MAX 6063-76 ALUM ANGLE CUT TO 1"x1"K1/8"i 1"x2"x1/8" MATCH AND PROVIDE SUPPORT 6063-T6 ALUM ANGLE CUT TO O CURVED TRACK SECTION DETAIL OF CUT SHUTTER EXTRUSIONS MATCH ANO PROVIDE SUPPORT SCALE;3"x 1'-0" FRONT AND BACK.WHERE OF CUT SHUTTER EXTRUSIONS i FRONT OF EXTRUSION IS FRONT AND BACK WHERE /-- PZ @y CONTINQ8S REINFORCEMENT FRONT OF EXTRUSION IS @ IS NOT REQUIRED CONTINUOUS REINFORCEMENT P1 y y IS NOT REQUIRED. y v ; O G 1 O G ! > APNPpR®ED MOUNTING P R MB MB COICEITON,MN OF 0 E APPROCONDITIOEN MOUOTITWOPER ' m►rinonmwxLeewaaort Cc PIECE _ - ' 15-2338 APPROVED FASTENER AND APPROVED FASTENER AND _ SPACING WITH A MINIMUM OF SPACING WITH A MINIMUM OF _ - SCALM TWO FASTENERS PER CUT TTWOEFASTENERS PER CUTPIECE rhe weaOm�_: - i TYP. SECTION FOR SHUTTERS TYP. ALTERNATE SECTION FOR SHUTTERS �i'- L°�3 P1 SCALE:3'< 1'-0' P2 SCALE:3'- 1'-0' -- - 0 ANCHOR SCHEDULE: CONCRETE 2 5 TYP I TOP FLANGE NCSECTION X)T SIDE 111111 8 %P�ENDo �NHU W.V.E. 2.5'MIN EDGE DISTANCE AHOR(SEE SPACING , rC�;•„ i LOAD Sl UP To 6'-0" Sosns UD To W-8" sSDSns UD To 13'-0". 0 LICEN F Q ANCHOR (Pon CI C2 C3 C4 CS C6 CI C2 C3 C4 CS ' C6 C3 C2 C3 U '. C5 C6 _>r; PE8549 O CONN TYPE CONN TYPE CONN TYPE 1/4'ITW TAPCON OR ELCO 40 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"110.5"10.0"16.0"13.0 15.5"16.0 65"' 9.5" 9.0" O O O ULTRACON WITH 1-3/4" 62 16.0'16.0"12.5"12.0"16.0"14.5"16.0'16.0" 8.0" 7.0"113.0"10.0"11.0"10.0" 5.0" 4.0 6.0 7.0" - * - b 1x5 TYP. 3 OR A HEADER?$L - o EMBED(3192p41 MIN CONIC) 72 16.0"16.0"10.0" 9.5" 16.0 12.5"15.5"16.0" 6.S" 6.0":9.5" 9.0" 9.0" 8.0" 4.0" 5.0" 6.0" 1 x S INSIDE V� - d 110 14.5"14.5" 6.0" 5.5 8.5" 8.S' 9.0" 7.S' 4.0" 1.5" 6.0" 7.5" 6.0" S.0" BOT.FLAN E ANCHOR XI SPACING �,�'•, 87A SECTION XI SOP E 200 7.5" 6.0" S.0" 7.S" 6.0 5.0" 7.5" 6.0" 5.0 A' • H^t WITH 1.3/4"IMBED(7 7SPD 62 16.0"16.0"13.0"12.0"16.0"15.5"16.0"16.0" 8.0" 7.0" 12.0"11.0"10.0" 9.0" S.0" 0" 5.5" 7.S' SIDE CLOSEST TO OPENIN /Lrs1/O'•AL ENG\ wN�+ N W Fig MIN CONCRETE) 72 16.0"16.0"10.5' 9.5" 16.0"33.5"14.5"14.5" 6.5" 6.0 9.0" 9.5" 8.S' 7.0" 4.0" 4.5" 6.S" NOTE: "5"INDICATES ANCHOR SCHEDULE SPACING. ///I111jj111111 Z wIJ 110 13.0"13.0' 6.0" S.5" 8.0" 9.0" 8.0" 7.0" 4.0" 4.5" 6.0" 6.5' S.5" 5.5" 9=- O. 200 6.s' s.5" 5.5" 65" s.s^ ss, 6.s" s.s^ s.s' SPACING DIAGRAM FOR Ct CONNECTION TYPE: L9 N 9 1/4'ELM CRETEFLEX SS4 46 16.0"16.0"16.0"16.0"16.0-1116.01'.16.0"16.0'•16.0"15.0"16.0"16.0"16.0•'16.0•'10.0" 8.5' 12.5'14.0" C1 CONNECTION TYPE USING PIECE®OR Q uQ] t w W/2'EMBED p]Sopq MIN 62 16.0"16.0"16.0'16.0 16.0"l6.0'16.0 16.0"12.0"10.5 16.0"16.0"14.5"13.5 7.0 6.5' B.0' 11.0" .r w = CONIC) 72 16.0"16.0"15.5'II.S"16.0"18.0'16.0"16.0"30.0" B.5" 12.5"11.0"12.0"10.5' 6.0" 5.0" 6.5' 9.5" �?4-'!. " 7 /J.w.,M.MBINATION BINATION110 16.0"16.0" 9.0' B.0S1.S'13.0"12.0'10.0" 6.0" 5.0" 6.0" 9.0" 10.0' 8.0" 5.0" 4.0 5.0" 8.0" x TVPUt 11 /200 10.0" 8.0" S.0' 4.0" 5.0" 8.0" SOA" 8.0" S.o" a.0" 5.0" 8.0" 10.0" 8.0" 5.0" 1.0" 5.0" 8.0"S'MIN EDGE DISTANCE 9 / COMBINATION �D p 1/4"[TW TAPCON OR Fl.CO Cl C2 C] U Cs CS Cl C2 C3 U CS C6 CI C2 C3 U CS C6 O ~ ULTRACON WITH 1-3/4' 40 16.0"16.0" 7.S' 7.S" 16.0' 7.5" 16.0•'16.0' S.0" 4.5 16.0 5.5" 15.0"1S.5" 9.5' EMBED(3192Ps1 MIN CONC) 62 16.0"16.0" 5.5" S.5" 16.0" 6.0" 16.0"36.0" 12.5' 4.0" 10.5' 9.5" 6.0" BED(3192ps1 MIN CONIC) 72 16.0"16.0' 4.5" 4.5" 16.0" S.0" 1S.0"15.5" 9.s" 9.0" 7.5" 4.5" ~ A 110 14.0' 8.5' 8.5" 7.5" 1.5" 7.0" 6.0" 1 x S,TYP. 2 x S TVP 200 7.0" 6.0" 7.0" 6.0" 7.0" 6.0" q'•S/M^Rd�-, 48 16.0"16.0'13.0"13.0"16.0"13.5'16.0"16.0" B.0" 7.5 16.0" 9.5 11.5"11.5" 4.S" /.0"'7.0 6.5" NOTE S"INDICATES ANCHOR SCHEDULE SPACING r 1/4'MILLENIUM MLLLFAST w WITH 1-3µ'EMBED(3275PSI 62 16.0"16.0" 9.0" t.s" 16.D"IDs'11.0"13.0' ss" s.o^ 9.5" zs" 8.0" 7 es' s.o^ SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: MIN CONCRETE) 72 16.0"16.0" 7.5" 7.0" 16.0" 9.S" 11.5 11.5' I.S' 4.0 7.0'• 6.5 6.5" 5.5" 4.5 - C3 CONNECTION TYPE USING PIECE WITH OUTSIDE f Q 110 103.10.5' 4.5" 4.0" 6.0" 6A" 6.5" 5.5 4.0 5.5 4.5' ANCHORS ONLY a q 9 d5 200 S.5" 4.5" S.5" 4.5 5.S" 4.5" - CC CONNECTION TYPE USING PIECE OR ® WITH rZ m -1 MIN EDGE DISTANCE OUTSIDE ANCHORS ONLY ]5 aaa�TT"� 1/4"ALL-POINTS SOLID-SET ANCHOR W/7/8'EMBED& CS C2 C3 C4 CS C6 C1 C2 C3 C4 CS C6 C1 C2 l C3 ! C4 CS C5 ANCHOR NOTES: 1/4-20 SS MACHINE SCREW 48 16.0"16.0" 9.5" 9.5" 16.0"10.0'36.0"116.0-16.0" S.5" 16.0" 7.0"110.5"111.0- 3.5" 3.S' 6.5' 4.S" (3000ow MIN CONC) 62 16.0'16.0 7.0 6.5 16.0 B.0" 13.5 14.5' 4.5 4.0 9.0 S.S 7.5 7.0" 4.0 3.5'• 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING -� #' 72 16.0"16.0 S.S' S.5" 16.0 7.0 IO.S"11.0" 3.5 3.5' 8.S" 1.5" 6.0"1 5.5" 3.0 3.0" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE(Pg 1). •� 110 10.0"10.0" 3.5" 3.0" 6.0" 4.5" 6.0" S.0" 7.0" 3.0" 5.0" 4.0" ,a 200 5.0" 4.0" S.0" 4.0" S.0" 4.0" 2. ENTER ANCHOR SCHEDULE BASED E. THE EXISTING STRUCTURE ERMATERIAL, E AN 2"MIN EDGE DISTANCE ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1/4'ALL-POINTS SOLID-SET T%AL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER H ANCHOR W/7/8^EMBED 6 CI C2 C3 CA CS C6 Cl C2 C3 U CS C6 CI C2 C3 U C5 C6 THAN OR EQUAL TO SHUTTER SPAN. p 1/4-20 SS MACHINE SCREW 48 16.0"16.0"16.0"16.0"16.0"15.0"16.0"16.0'14.0"13.0"16.0"16.0"16.0'16.0" 9.5- 7.5' 11.0'12.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. (3000ps1 MIN CONIC) 62 16.0 16.0"36.0"15.0 16.0"16.0"16.0"16.0'10.0" 9.0 15.0"13.5"12.S 13.5" 6.0" 5.5' 7.0" 9.0" 72 16.0"16.0"17.0'12.0"16.0"16.0'16.0"16.0' 8.S" 12.0" t.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE •' _1_10 16.0"16.0' 8.0" 7.W' l0A"11.0"10.S" 9.0" 5.0" 4.5" S.5" 8.0" 8.5" 7.0" 4.0' 3.5" 4.5" 6.5" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER J 200 8.S' 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.S" 4.5' 6.5" ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE 7.0" ' CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4"POWERSSS DROP-IN 2-5/t"MIN EDGE DISTANCE CONNECTION TYPE. W/1/4-20 SS BOLT AND CS C2 C3 U CS C6 CI U C3 C4 CS C6 C1 C2 I C3 U C5 C6 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE S �I 1'EMBED(3000psi MIN 68 16.0"16.0"16.0'16.0"16.0"16.0 16.0"16.0'30.0" 9.5" 16.0"133.0"12.0'12.5" 6.0" S.S" 7.5" 9.0" ONLY. Ae {F CONIC) 62 16.0"16_0"12.0 11.0"16.0' 6.5" 10.0 SO.S' 8.5 8.0" 7.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED B6 9.11=1 72 16.0"16.0" 9.5 9.0" 16.0"12.5"12.D"12.5" 6.0" 5.5" 7.5" 9.0" 7.0" 6.0" 6.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT q sI 6'd 110 11.0"11.0.. 5.5 S.0" 6.5" 8.5"17.'0716.0- 6.0" 5.5" 5.0" LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER C O 11 5.0" FINISHES. 200 5.5" 5.0" S.S" 5.0" 5.5" 1/4'POWERS SS DROP-IN Y INI NIN[OG!Di C! 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS fi St!d� J W/1/4-20 SS BOLT AND Cl C2 C3 C4 CS C6 Cl C2 C3 U CS co CI C2 C3 U ' CS 06 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING 1"EMBED(3000ps1 MIN 48 16.0 16.0kg.cr6.0'A7. 9 16.0"16.0 13.0 10.0 16.0 11.0 13.017.06.SS.5" 8.0" 9.SMEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR CONIC) 62 16.0"16.0' 2.0' 16.0"16.0" 8.0 7.0 10.5 13.0 9.0 8.0 S.0 5.0" 7.5" SIDE CLOSURE PIECES. 7216.0"16.0" .S 13.0"13.0" 6.5" 5.5" 8.0" 9.5" 7.5' 6.5' 6.5 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2'x 4'(MIN. WOOD MD.3/4^ 110 12.0'11.5" 5.5" 7.S6.S6.56.0S.0S.S" EDGE DISTANCE I5 ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL200 6.0 5.0" 6.0 5.0 55"160, S.0" S.S' HAVE PHILLIPS PAN HEAD OR HEX HEAD. TT e 2'MIN EDGE DISTANCE Ili' g'3 x12 SMS W/2"EYEWALL CI C2 I C3 U CS CIS I Cl I CZ C3 U CS C6 CI C2 C3 U CS C6 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN DxrNSIrRuxxLeeswDovi. ' ARMOR INSERT W/2-EMBED BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER (2000PS1 MIN CONIC) 48 16.0"16.0"13.0'13.0"16.0"13.5"16.0'16.0" 8.0" 7.5" 16.0' 9.5' 14.5.15.0 S.0" I.S' 9.0 6.5" HEAD(SIDEWALK BOLT),U.O.N. 15-2338 62 16.0"16.0" 9.S" 9.0" 36.0"30.5"16.0"16.0" 6.0" 5.5" 12.5' 7.5" 10.5" 9.5" 3.5" 3.5" S.S" 5.0" > , 72 16.0'16.0" 8.0" 7.5" 16.0" 9.5" 14.5"IS.O" 5.0" 4.5' 9.0" 6.S" S.Sr" 7.S" 3.0" 4.5" 4.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.® _DUOIIIRON. - 110 13.5'13.5" 4.5" 4.0" 8.0" 6.0" 8.5" 7.0" 3.0" 4.S' 4.0" 7.0" S.S" 3.5" 3.5" • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, PAM 200 7.0' S.S" 3.5" 3.5" 7.0" 5.5" , 3.3" 7.0" SAN 3.5" 3.S" NUT OR WASHER WINGNUT. s12 SMS W/2.75'EYEWALL b 16.0"16.0"16.0"16.D"16.0"16.0"16.0"16.0'•11.5"11.0"16.0"14.0'16.0"16.0' 7.0 6.5" 13.5' 9.5" 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE, ARMOR INSERT W/2.S 62 16.0'16.0"13.5"13.0"16.0"iS.S'16.0"16.0" 9.5' 9.0" 16.0'11.0"133"12.0' 5.5" 4.5" 7.5" 7.S' EMBED(2000Ps1 MIN CONC) 72 16.0"16.0"11.0"LOS'16.0"13.5"16.0'16.0" 7.0" Ill 11.5" 9.S" 11.0" 9.5" 4.3" 4.0" 6.0" Ill 11. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO � O - DRILL INTO HOLLOW BLOCK NOR SH06LD IMPACT DRILLS BE USED TO INSTALL 110 16.0' 6.5" 6.0" 10.5" 9.0" 11.0' 9.S" LS" 4.0" S.5" 6 '4.0" 9.0" 7.S" 3.5" 3.0" 4.5" 5.0" CONCRETE SCREWS TO HOLLOW BLOCK 200 9.0" 7.S 7.5"" ].S" 3.0" 4.5" 5.0" 9.0" 7.S' 3.5" 3.0" 4.5" 5.0" 9.0" 7.5" 3.5" 3.0" 4.5"_ -0 S " 2-3/16-MIN EDGE DMANCE 1-3/4'EMBED(3500PNIMIN Lf- 114"POWERS TAPPER+ 1-3/4"EMBED(3000PSJ MIN ■m©m©©�m©�m©�' MENOn'//////%MMUR® EmuZiPE CONN TYPE '/////, -._ • O/////,%/////l�® %///%'//////'///%%////%/////•"'////%%/////.%///%�[&�1®���®%/////.%////®m%///11:"'11////%1111//.'%//// ®F3'ON/,/:•%1111®MM%///i%1111//%?/////V////.%////%///%'//////HaU 2®M MIMKM //%i%/////.%/////i'//////%/////.%////%/////;V//%i _ %////////////%////%%////%/////.%////%/////.%///i%/////."%///i'///////."%///i'//////V//%%////®®%/////i//////%/////.''//////%///%%///i%///%%//%%/////.%////i'/////% E51'//X///%///,aaMM ////"'//////%/////.®®aaMMMM/////%%///i®®®%/ 11mm EEamm%///i%///%%///i'///////.''/////'/////%%////..mmmmm®m%1111/..'1111/i'/////%'/////i'/////%%111/'///X///.'%//// 0®®'//////%////im®®%////•'////V/////.''/////i%/////:%///i%///%%//%®®%///%%///im®®%/////."W///%/////.%////%///%'//////%/////:%/// ar T,2 F r,2%/////."%////%///%%///iV///%//O%///%//X V////%/// 0////%/////.%////Im9m %%////%/////,V///i%////V///i'//////%/////i'/////%///�V////%/////.�//i m% \\\l l 111 1FRANK L eENNARDO,P.E. PE0046549 i OCE No P E 004 8549 :O - ;A oN ANCHOR SCHEDULE: WOOD (G=0.55) -�'�\ STATE OF 41: ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT. /4"MIN! DIET i YELL $ 2"MIN EDGE DIRANCE Spapa UD To V-0" Scans UD To!'•5' n 11111 lL W o 2 R Spens UD To 6'-0" Spens Up To 8'-8" ins UD To 13'-0" LOAD CONN TYPE CONN TYPE CONN Z¢ �>V'c w !�S LOAD CONN TYPE CONN TYPE CONN TYPE b ANCHOR (psn a �3q�Gl x�n CS C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS [[��(L po 1 =6 ANCHOR ( Cl C2 C3 C4 CS Cl i C2 C3 C4 CS C2 C2 C3 C4 CS i/4"LAG SCREW WITH 1-3/4 t8 16.0"16.0'11.5"11.5"16.0'16.0"16.0' 7.5" 7.0" 36.0"16.0"16.0" 4.5" 4.5" 15.0"1/4"POWERS TAPPER+W/ 48 15.5"14.5" 6.5" 6.5" IS.S'10.5"10.5" 4.0"1 4.0" 50.5" 6.0" 6.0" MIN THREAD PENETRATION 62 16.0"16.0" 6.5" B.S" 16.0"16.0'16.0" 5.5" S.S" IN'16.0"15.5' 3,5" 3.5' 9.5"1-1/4"EMBED 62 12.0"12.01' 4.5" 4.5" 12.0" 7.5" 8.0" S.0" 4.5" 4.0" 72 16.01'16.0` 7.0" 7.0' 16.0'16.0"16.0" 4.6" 4.5" 15.01'14.0"12.5" 3.0" 3.0" 7.5" w x ? 72 10.5"10.5' 4.0" 9.0" 6.0" 6.0" Ila 110 16.0"16.0' 4.3" 4.0" 13.5"14.0"12.0' 3.0" 2.5" 7.5" 11.5" 9.5" 2.5" 2.0" 6A" N�E 110 S.5" 5.5" _ 200 11.5" 9.5' 2.5" 2.0" 6.0" 11.5' 9.S" 2.5" 2.0" 6.0" 11.5" 9.5" 2.5" 2.0" 6.0" ° w w .. 8 200 L 7/16'WOOD BUSHING WITH 4B 16.01'16.0" 9.5" 9.5" 16.0"13.0'13.01' 5.5' s.0" 13.0" 7,S' 7.5' 3.5" 3.0" 4.S" O w *12 SMS W/2"EYEWALL 48 16.0'16.0" B.5" 8.5" 16.0"13.0"13.0" S.0" 5.0" 12.3" 7.5" 7,5" 3.0" 3.0" 4.5" c 1.13"MIN EMBED 6 1/4-20 62 14.5"14.5" 6.5" 6.0" 14.5' 9.5" 10.0" 4.0" S.S" 6.5" 6.5' S.0' 2.5" 2.0" 3.0" o ARMOR INSERT W/1-1/4" 62 34.5'14.5' 6.0"1 6.0" 14.5' 9.5" 10.0" 1.0" 3.5" 6.0" 5.0" 4.5" 3.0 ij SS MACHINE SCREW 72 12.5"12.5" 5.5" 5.0" ll.d' 7.5" 7.S" 3.S" 7.0" 4.5' 4.S" 3.5" Z.0" 2.0" ~ EMBED 72 12.5"12.5" 5.0"1 4.S'i11.d' 7.5" 7.5" 3.0" 3.0" 4.5" 4.5" 3.5" o 110 7.0" 7.0" 3.0" 2.5" t.0" {.0" 3.5' I.0" 2.0" 3.5' 3.0" 4.0" 3.5" 3.5" 3.0" g 200 3.5" 3.0" 3.5" 3.0" 3.5" 3.0" 3.S" 3.0" 3.5 3.0 3 *14 SMS X14 WOOD SC 40 16.0"16.0"13.0"13.01'18.0"16.0"111& B.5" 8.0" 16.0"16.0"16.0" 5.0" S.0" 12.0" rn OR 1/4" //OWE0.5 TAPPER+ 62 16.0"16.0" 9.5" 9.5" 16.0"16.0"16.0' 6.0" 6.0" 16.011113.5"12.5" 4.0" 3.S" 7.5' n^i, ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK PENETM-3�IDN IN THREAD 72 16.0"16.0" !.0" 7.s"116.V116.0"116.0" S.o" 5.0" 12.0"11.5"10.0" 3.s" 3.0" 60, a ®per 110 16.0"16.01' S.0" 4.5" 10.5"11.W- 9.5" 3.0" 3.0" 6.0" 9.0" 7.5" 2.3" 2.5" 4.5" yyj 4'MIN!DG!DIRANC! 200 9.0" 7.5" 2.5' 2S' 4.5" 9.0" 7.5" 2.S" 2.5" 4.5" 9.0" 7.5" 2.5" 2.5" 4.S' t Spens Up To 6'-0" Spans Up To B'-8" SP* ne Up LOAD CONN TYPECONN TYPE CONN TYPE a ANCHOR cP*n cl D3 a CS C1 I C2 I C3 I C4 CS CI C2 I C3 04 CS ANCHOR SCHEDULE: WOOD (6=0.42) 5/16"TTW TAPCON XL W/ 46 10.0"16.0"16.0"16.0"16.0"16.0"16.0'16.0"16.0'16.0'16.0"16.0"W.15.5'2-1/4'MIN.EMBED 62 16.0"16.0"16.0'16.0'16.0"16.0"16.01'12.5"11.5"16.0"16.0"16.0 0.0' 3/4MIN EDGE DIST 72 16.0"16.0"16.0"15.5"16.0"16.0'16.01'10.5" 9.5" 15.5"14.5'32.5" .0" r Spans UD To 6'-0" SpensUpTo 8'-8" Scans UoTo 13'-110 16.0"16.0"10.0" 9.0" 14.0"1t.5'12.5' 6.5" 5.5" 7.5" 12.0"10.0"1 .0" rn'S LOAD CONN TYPE CONNTYPE CONN TYPE200 12.0"10.0" 5.S' 4.S" 6.0" 12.0"10.0" 5.5' 4.5" 6.0" 12.0"30.0" 6.0" _ ANCHOR (� Cl C2 C3 C4 CS Cl C2 C3 U CS CI C2 C3 C4 CS 5/16'ELCO ULTRACONW/ 48 16.0"16.0"13.5"13.5'16.0"16.0"16.0" 8.0" 7.5" 16.0" 9.S" 9.5" 6.0" 1/4"LAG SCREW WITH 1-3/4 48 15.0"116.0"19.01, 9.0" 16.0"16.011116.0-16.0- 5.5^ 16.0"16.0-116.0" 3.5' 3.5" 1010" 2-1/4"MIN.EMBED 62 16.0"16.0" 9.5" B.S" 16.0"12.0"12.5" S.5' 5.0" 8.0" 6.5" 6.0" MIN THREAD PENETRATION 62 16.0"16.0" 6.S" 6.S' 16.0"16.0"16.0" 4.5" 4.01' 13.5"11.5"10.5" 2.5' 2.5" 6.0" k - 72 16.0"16.0" 7.5" 7.0" It.O" 9.5" 9.5" 6.0" 5.5" H 72 16.0"16.0" S.S" 5.5" 16.0"16.0"16.d' 3.5" 3.5" 10.0" 9.5" 6.0" 2.5' 2.0" 5.0" 99[[ggtt a 110 8.S., 8.5' S.0" 5.5" o 110 15.0"14.5" 3.S' 3.0" 9.0" 9.0' B.0" 2.0" 5.0" 7.5" 6.0" 2.0" 4.0" 200 200 7.5" 6.0" 2.0' 4.0" 7.S' 6.0" 2.0" 1.0" 7.S" 6.0" 2.0" 4.0" 2"MIN lD68i DISTANCE *14 SMS *14 WOODS 48 16.D"16.01' 9.5" 9.5" 16.0"16.0"16.0' 6.0" S.S' 16.01'11.0"11.5" 3.5" 3.5" 7.0" C OR 1/4'BOWERS TAPPER+ Cl C3 C4 CS Cl C2 C3 C4 CS Cl C4 8 WITH 1.3/4"MIN THREAD 62 16.01'16.0" 7.01' 6.5" 16.0"14.0"IS.d' 4.5" 4.0" 9.3" B.0' 7.0" 2.S" 2.5" {.5" *12 SMS W/2"EYEWALL 48 10.5"1o.$"16.0"16.01'16.0" 6.5 6.5" 16.0"12.5'12.5' 4.0" 3.5" 7.5" 1 PENETRAY'[oN 72 16.0"16.0' 5.S' 5.5" 16.0"_11.0"11.5" 3.5" 3.5" 7.0" 6.5" 5.5" 2.0" 2.0" 3.S' ARMOR INSERT W/2"EMBED 62 7.5" 7.5" 16.0"15.5"16.0" 5.0" 4.5" 103" 9.0" 6.0" 3.0" 5.01' 110 10.5"10.0" 3.5' 3.0" 6.0" 6.5" 5.S" 2.0" 2.0" 3.5" s.0" 4.5" 2.0" 2.S' 72 6.5" 6.0" 16.0"12.5'12.5" 4.0" 3.5" 7.5" 7.0" 6.5" 4.0" 200 S.0" 4.5" Z.0" 2.5" 5.0" 4.5" 2.0' 22 2.5" 5.0" 4.5' 2.0" 2.S" S 110 4.0" 3.5" 7.0" 7.0" 6.0" 3.5" 6.0" 5.0" 3.0" C �! 3.0" g 6 a ANCHOR NOTES:SEE SHEET]mwscLasEllOP 10 FOR ANCHOR NOTES. 15-2338 t " �9 � � II I 5 BlXXAADO,P.E. ROUND WINDOW `\\\ �,•,BE PE0016549 ASSEMBLYtoo mmmm�L ��•'``C _�Il EDGE OF ACCORDION 12"MIN FROM LI NO PE004654 SHUTTER BLADES EDGE OF SHUTTER, EDGE OR ACCORDION TOP OR BOTTOM SHUTTER BLADES 'k 0.12r 0.125" T '0 •' to n 0.072' 0.032'�F p STATE OF i W 0.196� ' X45• $� $ M L F 2.875"0 HOLE TO RECEIVE IN TYPL E ROUND IUYl�■ I / r WINDOW ASSEMBLY W L R N iRq 02 B7r '' �tD.1Be" 2.875"0 HOLE(TO RECEIVE ;5 H '03.250' ROUND WINDOW ASSEMBLY) OW 4 LIGHT-N-VIEW WINDOW MAXIMUM OF3 WINDOWS OyWi A PER EVERY OTHER BLADE 0 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB 18 ROUND WINDOW 2 LIGHT-N-VIEW WINDOW In ASSEMBLY 13 N.T.S. EXTERIOR ELEV m ul Y MIN FROM � EDGE OF SHUTTER, EDGE OF ACCORDION y 75 TOP OR BOTTOM SHUTTER BLADES ,'-RECTANGULAR _2 E I WINDOW ASSEMBLY 1 BLADE W1 ROUND WINDOW ACCORDION 13 N.T.S. _2210"-1 EXTERIOR ELEV 0 0 0 0 SHUTTER BLADES 0 0 0 0 �— 0.145" 1.210" 0.145- 8 3.51 MIN 0 O a TYPIUL DLAL 0.500, 0.50cr J, S O O ~ 1.500"x 6.000"HOLE(TO d $ RECEIVE RECTANGULAR F WINDOW ASSEMBLY) 1,500" MAXIMUM OF 3 WINDOWS RECTA x 6.000"HOLE W RECEIVE n .161' PER EVERY OTHER BLADE RECTANGULAR WINDOW ASSEMBLY) bb .0971 .} .020" 3 RECTANGULAR WINDOW O 0 8 I 13 N.T.S. EXTERIOR ELEV 1 s (INT.) RECTANGULAR WINDOW RECTANGULAR WINDOW NOTES: 3.5"MIN. p TYPICAL f---T ASSEMBLY A (�'�m 14r 1. THE RECTANGULAR WINDOW SHOWN IN5/13 IS MADE FROM GE XL10 LEXAN WITH 0.35rO 0.075"MINIMUM THICKNESS. 2. FRAME FOR RECTANGULAR WINDOW MAYBE NYLON 6 OR POLYCARBONATE WITH A w MINIMUM THICKNESS OF 0.161".ATTACHTO BLADE WITH(6)x4 SS SCREWS OR 15-2338 LJ 1.856 }0.177 .355' BOLTS WITH NUTS. ,$ A SECTION A-A a a BLADE W/ RECT. WINDOW 5 RECTANGULAR WINDOW 13 13 N.T.S. EXTERIOR ELEV 13 N.T.S. EXTERIOR H!V V