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HomeMy WebLinkAboutPRODUCT EVALAUTION REPORTPo E x J oTs ENGINEERiNra EXPRESS® PRDDUCT EVALUATION REPr3RT ENGINEERING EXPRESS® EXPERT PRE3000T EVALUATION REPORT August 4, 2017 Application Number: FL13757.1-R6 SCANNED EX Project Number: 15-2338 BY. St. Lucie County Product Manufacturer: Town &Country Industries Manufacturer Address: 400 West McNab Road Ft. Lauderdale, FL 33309 Product Name & Description: 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Buiding Commission) Rule Chapter d :005, FAC., for statewide acceptance per Method 1(d). The product noted above has been tested an�or evaluated as summarized herein to show compliance with the Florida Building Code Sixth Edition (2017) and is, for the purpose intended, at least equivalent to that required 6y the Code. Revaluation of this product shall be required fallowing pertinent Florida Building Code modfications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing #15-2338 titled °6.8 Accordion Shutter", sheets 1-13, prepared by Engineering Express, signed & sealed by Frank L. Bernardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with ASTM E330-02 and TAS 202 test standards per test report(s) #0353-1102-07 (signed and sealed by Vinu J. Abraham, PE) by Hurricane Test Laboratory LLC (HTL) and test report #98-016 (signed by George Dotzler) by Construction Testing Corporation (CTC). Large missile impact resistance and cyclic loading performance have been tested in accordance with ASTM E1886-05 & E1996-05 and TAS 201 & 203 test standards per test report(s) #0353-1102-07, #0353- 0512-09 (signed and sealed by Vinu J. Abraham, PE) by Hurricane Test Laboratory LLC (HTL) and test report #03 024 (signed and sealed by Yamil G. Kurb, PE) by Construction Txesfhy cor,ration (CTC). • STRUCTURAL ENGINEERING CALCULATIONS �QQQ�l jirt > BgI Valid for Structural engineering calculations have been prepared which <t': "es -1 -- 2 evaluate the product based on comparative and/or rational = n'r^ O ry analysis to qualify the following design criteria: liott7 1 _ 1. Maximum Allowable Spans - 2. Maximum Allowable Design Pressures 3. Minimum Glass Separation rank}_?8erfifard9. 160 SW 12TM AVENUE SUITE 106, DEERFIELD�j, PHONE: (954) 354-0660 - FAX: (954) 354 ENGINEERINGEXPRESS.COM VPIOECIfl1641Y�IXOGAYI]ILIIEIi.9.,.IR,iERILA.,IMIDI,IIYO,iMCCOTOEVIgPAI,is W,ifllYa�tYLLATOJ4.Y 2017 Town & Country Industries — 6.8 Accordion Shutter Page 2 of 2 4. Anchor Spacing 5. Anchor Capacity No 33% increase in allowable stress has been used In the design of this product. Separation from glazing is required for use within the HVHZ and essential facilities. An equivalency letter is provided with this evaluation report for equivalency to ASTM E 199ti-09. Impact Resistance: Large Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedule(s) on the Product Evaluation Document (i.e. engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document (i.e. engineering drawing)' as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for In this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within and outside of the High Velocity Hurricane Zone (HVHZ) 160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM Y WN6RY�s.m, Y..IXgUpiXYRp.iL� V¢V8ftC1V.� WgA1.ftY6�ibJ¢pAp[G14Y0.V�I,MIfC.1rySIbgfY4A9RCIdC TABLET SPAN SCHEDULE _ALLOWABLE FOR USE TWIN THE HYH2 H 167TA I POSRAT: HVlR DESIGN WWD LOA NFMTNE W1ro WON WWDLONIWWAIElyyIPBFI UO 350 1[B' Q, 19L_ for 1M__ _Ts.O 3BD 7 11i' HpV 1M' 35D __LHY___IW Go ± It ur 1M•. Eba 1za• -i -'1]4� . ' 131• lL6• bun im• ._yob• . - i5.0 11]' 124' 1.U• 113' 1'1P - 125' 81.0-� 1IT 'IV 12F es.o _ no• Hb• YOGA 1 __m__'_ 116' ._._ - 115' 105.0 1or __ 11Y _ _ _ 11Y V 113:0 j03 120.0 -� 104 10s 125,._ 1]U.0 mr 131.0 - _ _ _ 140D _pI_ p6• 5.0 pY Isoo or _ 1650 locao ItlbD bl 70__ SA _ IV 100A b5U ]r _ ]0'...._ �' �064 be• __" 2COA 60' .8 ACCORDION SHU17 FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE 2 MINIMUM SEPAMTION FROM GLASS FOR ITHIN TRIO HO NWYMM BEPARAVON P09RIVE FROMOU09 Doom PREmum IPeF) SHUTTER op.L3OABDJE N9TALLATpH9 N9TAl1ATWH9 90'ABOVE DRAINS GRADE I 0141 IN.) 00A IE9 b.r 3.6" lse• e.r 3.6' 40 +ne� ao• s• N ]0' 22 aT b_r_ 21 i0V eo or 3.3 rir 0.7' 3V EO' 9.0• l.Y W 33' 9A' TY 31 IF- 6.T 3.6' bD 3W 1Y 70 -- { 3P_. .. .... 126T6- 6r 3.6' 80' 3-V Y Po' 3.V 27 1+B'I 3P 3A eg zo 3 110 I 0/ W 3G' I` }0 1B 36 110 }3 33 W 30_ 1i0 }4 T •• FOR BUILDOUT MOUNT MMIMUM SPANS AND PRESSURES, SEE TABLE C ON SHEET 6113 TABLE I AND 2 NOTESi 1. MVM2: DEFINED AS MIAMI-DADS COUNTY AND BROWARD COUNTY FLDRIDA. 2. DESIGN PRESSURES SHOWN IN 'ACCORDION SHUNTER N SPAN /•� SCHEDULE' ABOVE ARE MAXIMUM E ALLOWABLE DESIGN �1 PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 3. THE ID SYSTEM MY SHUTTER R BEING WITHREVERSED. THE INSIDE FOREXA EXAMPLE; IT I SIDE OPTHE LE TO MOUNT TO RWOOD O. FOR LTA WITH PERMISSIBLE TO MOUE TO A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD, FOR THIS CONDITION POSITIVE AILOWAM DESIGN PRESSURES AS NOTED IN TABLE 1 ME IN THE DIRECTION TOWARDS THE MOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ME AWAY FROM THE MOST STRUCTURE. R. LINEAR IEERPOLATIONBETWEEN SHUTTERSPMSISMDT HURRICANE PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHRILL BE USED. •• FOR BLOWOUT MOUNT MAATMUM SPANS AND PRESSURE$ SFF TABLE C ON SHEET 6113 TABLE4 ALLOWABLE SPAN SCHEDULE ❑ -D A87TM ES$ENTUIL FACILRIE9 ONLY -A POSITIVE DEBUG" PRESSURE (PBF) SHUTTER GPM MWWLNBEpARATpN FR01 G1.9e8 ; W9TNIATION9IBipTA11ATpN9 LeO.AeOVE �, ABOVE BRMB GRAINS IN.) I IN) 30 __W _ MP _ '_lA' __ __ _11_ _ 11• 4 IX !A• _ fY tee• er �!i:>i_ 40 106• 3J,1•� 120 13Y ae• 2r 1[e' 6e• Ar 60 8S'00 - _ 1• - ].t• _1.r ILE 19T xe• S1• 150' x8' St Go W ].1• pr xr - uB• IV lM 11` 23• far }r 2r II0' Sb' 6V ro 6V r n or z1• ai- 1T 6B• 4.3' eo m -Bre34 x _All_ Ib=__ _ or 3.1- s.V 1 V 3 r 3.5' 3.Y110' 18 _ E121'." _2V 3Y __fat 2V 36' 3.V BTATE OF 1 VL L BF ii�� iwllxsrxiauo. Fa *:' NoAEOOae5J9 ? A9xe..: 7 'oP '. BYATF OF O tixN { i��dxs : lORIDP,..:'aTll �(•D�1 �]Wmpy B8 GENERAL NOTES: di��NALIENG``n�` LLI(Ij xNC�fl 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES - NO LIMIT IllZul (j��� FgEju£ CODE SIXTH EDITION (2017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ` py ZONE,ANDTHEINTE ATI (JALBUILDINGCODE(ISC) AND INTERNATIONAL RESIDENTIAL CODE N. "'K fIRC1. THIS SYSTEM MEETS MISSILE LEVEL nD• ANDD INCLUDES' ESSENTIAL FACILITIES AS DEFINED IN Z' �$ q ASI E199&D9. SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION, SECTION W N9p¢ 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHAD. BE m 6 DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. PRESSURE 3 p F REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA TOP TRABNO CODE SHALL BE LESS CK a ¢ CAPACITY VALUES ❑STED HEREIN FOR NJV ASSEMBLY ASO THE SHDWN OR NEGATIVE DESIGN PRESSURE ' 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAB 201/202/203 AND ASTM E18B6/EI996/E330, 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TEESTED PRESSURES DIVVIDED BY A 1.5 SAFETY FACTOR. S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REppUIRED FOR ALL WIND m ZONES IN ACCORDANCE WITH ASTM E1996.09. IT IS ACCEPTABLE BY CODE'UNLESS OPTIONAL w CRITEIIIA 15 INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. .� PLAN 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF -THESE PRODUCTS. WIND a fA VIEW LOAD DURATION FACTOR Cd . 1.6 WAS USED FOR WOOD ANCHOR DESIGN, 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE r xWd DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WINO LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7, A DIRECTIONALITY FACTOR OF Rd.-0.85 SHALL BE USED. r ,� B. THE H ESYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCTAPPROVAL EVALUATION AND SHALL w uuuTTT ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME X � PRODUCT APPROVAL. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61GlS-23 OF THE FLORIDA ADMINISTRATIVE CODE, i r rots% 30. 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 VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM h S THE STRUCTURAL SUBSTRATES DETAILED HEREIN. �+ Il. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING BOTTOM TRACK A SEALED BYMA LICENSED ENGINEER OREREGISTRED DOCUMENTS ARCHITECT WHIICH,DET ILAND)USTIFY THE ------ DEVIATION ASACONDITION TO THE BUILDING OFFICIAL GRAWING HIS/HER APPROVAL. 12. EACH SMUI`fER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE F(SLLOWING MINIMUM _ INFORMATION: TOWN& COUNTRY INDUSTRIES LOCKING MECHANISM SFF FORT LAUDERDALE FL TYPICAL PLAN VIEWS MISSILE LEVEL D - ASTM E188h E1996 & E330 gg gg 9 E TA5201 202&263 FLORIDA PRODUCE APPROVAL NUMBER !lINNN 13, ALLEXTRUSIONSSHOWNSHALLBE6063-T6ALUMINUMALLOY,U.O.N.,WITHAMINIMUMFyOF25 TYPICAL ACCORDION '-- K.S.I. SHUTTER ELEVATION ---- 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WTHA MINIMUM TENSILE STRENGTH OF ED K.S.I., U.O.N. POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 d C ALUM. ALLOY. N.T.S. B IS. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR x 3H BOX LOCK AT CENTER OR SIDE CLOSURE. R@ 3 16. TOP AND BOTTOM DETAILS MAYBE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 17. FLOOR TRACKS MAY BE REMOVABLE AT NON -STACKING LOCATIONS. USE REMOVABLE ANCHORS. 0 �_ 18. MOUNTING EXTRUSIONS MAYBE BENTTO FORMA CURVE WITH A MIN. RADIUS OF 10n. 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE 15 POSSIBLE. 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE 00R�^x'""I��M1°0xE ABOVE -NOTED BUILDING CODE 15-2338 22. THE 6.8SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING _ REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO AWOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD. FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN FA40.PP9OIIrD4nl PRESSURES AS NOTED IN TABLE PARE 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 93 0 7 SILL ��✓✓ SCALE HAI.f 517f OSAL ADAPTER SCALE HALF SIZE if Ol" ]0.l'[5 � 4 140". Ji4 •' —_ — U4 f.. 3Z5,. { 25B" 1 .UEU' . t51 Yl •f. ___ _.__.. __ _.. I Ef S" 00, Cy) TYP_ fi @_SLAT BLADE 1 17) u.N STARTER SCALE' HALF SIZE \ SCALE'. HHALO SIZE 4 sia Z21' 6_B STACK CONECTOR SLAT/BLADE �- SCALE. HALF SIZE TE 0 1 '6I01LITE 2—LEG WALL L HEAVY 2—LEG WALL IIO LITESCA HEADER SILLSCALE ALF SIZE SCALE: HALF 512E $CALE� HALF SIZE SCALE: HhLF 512E SSES & FELT GROVES ARE OPTIONAL ON ALL EXTRU NS y) LXTFNDr.D SILL_ LALE� HALF $12E i4 CEILING HEADER/SILL SCALE: HALF SIZE 9 i I.105• n !1YV Ml I q 51U' I yD EXTENDED SILL ADAPTOR SCAM HALF SIZE Iy 'MID SILL SCALES HALF SIZE .604}—�.630' 1,096 a, 0.115- Y1 1s RADIUS CEILING HEADER/SILL 0.096- SCALE, HALF SIZE .I00' O,OBO• u A2U' 18 WALL SILL CLIP SCALE HALF SIZE 2.365- O85• B95• LL 'A NM 0 4.510'-----Y y2 MID SILT. ADAPTOR GALE: HALF SITE Ig WALL SILL SCALE: HALF SIZE v 15-2338 3TSm Ti+25' 201�(_ 0,0-24 TMUH0 1.960" Sl'AINI. ff STEEL f-T.2B,00" ASSEMBLY ICI 320m HOLE .210ON OW �N w .O SO' NYLON .062' WHEEL 1100" " >ry 5' FAR TYP AT EVERY ERY OTHER a50" 2D RECESS SILL FOR USE WITH INSIDE JOINT AT Tap .B3o•' ly ANGLE SCALE: HALF SIZE AND i@ONLY LYLIIIOEk-SOLID BRASS, NICKEL PLACED SCALE. HALF SIZE 21 SLIDE ROD T2 ROLLER ASSEMBLY NOUSINHI D1CASTpoNDER COATED SLIDE MALE 512E SCALE: HALF SIZE NOTE MAY BE NET OPERATED OUTSIDE ON TRUMB TURN MAY INSIDE 250' I`T�--�1r 23 BRASS PUSH LOCK ___ .y NTLAIJ M""" y,/ SCALE HALF 512E "ORD1'lb ON BNv'PoN0 llP ilOPlAlI w14 x R-3/v' 410 Hl S.S: `-IIYSCRT$ GONE Ni INiO TO ULTR ACOIE COATING TRACN II YP TOP E DOT TOM) IYLON NLSHIN! W/ WA ST.,A T/IB"m x 1/Z" OR INTEURCIlt J01141TOP 9/16.0 x I" LN INTERIOR JUJNT 801'INCH EITHER CAN BIL USED ON EklLC1101i pq t3091INC ASSEMBLY' DETAIL SCALE. HALF SIZE .09U'. n_ CJD)'_>003 6.8 CENIER MATE C30�UNIMAIF: LOL'K SCALE. HALF SIZE SALE HALHALF SIZE 5500' . 13/IB' VIDE .f—�AUO' 4 5UU' #—i E89' SECTION A DELTA MODEI 90Z• INDUSTRIAL SAlE.IS 5y K LACK C� BOX HALF SILL 26 PDX CENTER INSERT SCALE, HALF SIZE .236' I RAINOUARD SCALE. HALE 512E .IbD'TI#,n01��,,062' d22'.F# MALE BOX CENTER 32 FEM SCALE, HALF SIZE SCAT A.000• 500, ` N .224• no, 28 DECORATIVE FLOOR TRACK S[ALF' HALF 512E "", /FEOW65A9 nµ `1`,\111111 _ NO PE0(PI b N =*: YFII- �f •: UATE OF All 0 33 OUTSIDE CENTER MATE 34 INSIDE CENTER MATE SCALE, HALF SIZE SCALE: HALF SIZE 9/MS- P$I AINL E55 "—% L NOTE, ATIACPHAIT SCREWS FOR 11T 1l S2&rcl. STffL iJJF `•' END S101P5 SHALL BE NIO TOR% HEAT STYLE VARIES W OR PHILLIPS DRIVE SCREWS, R 30 _ 3B THUMB SCREW HAND.DOx1080 ONLYIf SCALE, FULL 512E .250'T-'i V w O m 8 68 1/4-ZOR1 OR 5//16-180 5' `\ MACHItJE SCREW 5TAINLESS 5/ (."m INTENNAL J STEEL • 1.. �• l..• --} tlIIlY1111uxLLe r Ir�EAU W ^: •A-1`��'. 15-23 37 T-SCREW INSERT " - , 50. POWDER COI T4243 Olt-EA5T 9CALC FULL 612P v1 !L rwvl _ rAw oertelun 36 T=LOCK ADAPTER 54' 40 40 4Uc (UPTIONACf .� loUO' L ru g FIND -'TRIP 1" ,c ALE' HALP SEE 309 A ANGLE 7' I EXT SCn1 SCALE: HALF SIZEU• ##.LcJ SCAL E� MALE SF SIZE (u ] FASTENER (0 Ib" O.0 MUSE AIJY ANCHOR SHOWN EXSTIN4 W ANCHOR SCHFOULF1 Al.F (EXTERIOR) TYPICAL PLAN VIEW SCALE 3" = 1'-0" DIST, EXISTING GLASS 7 f •y x �� a f H EOD slLl.� (INTERIOR) �����yg�+�lt ; -k %PSTATE •. !'LOW 3 4 19 ]94 / /ll -_ — — NA 11111 13 15 T 3N 13 t9e I9L OF [•' x S" nAX, IANGLE LEG , r BE REVERSED) TENOR CO id" 14 ANCHE ANY NUN SHOWN IN C. JOSE EOULL, P' MIN. EDGE DISTA14CEI TO 6 23 O� x 1/2" GALVANIZED S.S SMS 3/16••V. ALUM. BOTTOM 1/4-201'HUMBSCREW 114TO CENTERMATES I/3 (EXTERIOR) 1/4-20x9 THUMBSCREW INTO POp RIVE I', OR 1/4-2U TO 2/3 SHUTTER SPAN RECEIVING HOLE IN, EAD5D HOLE. LBCq'I'EO Nu HwCMINF. BOLT X ryUT SHALL BE 3/8" 1/3 SPAN TO'[/3.SPAN FROM W 1N" U.0 YAK WIDTH UP YAK BO1'1'GM OF SHUTFER FOR bLABES HEIGHT. 5 H'-3" USE TWO THUMBSCREWS MULTIPLE SHUTTER ASSEMBLY ON BLADES > 8'-3^• ONE Lm 1/3 SPAN KING LUCKING DETAILS FOR BCALE� 3" • P-u" AIJD ONE A I' 2/3 SPAN FROM M ITON ER MATES UP BLADE, TYPICAL. FOR LOCKING SHUTTFRS,ABRAS-S PUSH LO(F C3i) 5H0\JN UN RANDOM. MAY BE SUBSTITUTED. WHEN ITM DETAIL] N29A CENTERMwTf N29 AS SNUWII, kECE1VING kECEPW SFE FxO EUm•SMtUULF H Cl1. F. FOR THUMB SCREW MAY BE T/16"•x '�& yE VI FORMA%SPAN IMIN USING 40a, <40 ON 4Yt c END STRIP SCHEUULPyN�. - �IFTMIE%1TI OwnQ}rI'��1�}j}�� mF� E a•�a: �Qf'a FON pPyRM SPARS 0M. U NAW RA 4WN IN CXO SHOP 1 SCXLWLI•L..I` 9NINNA[A 1-9- .-CUPAR. NIU. IISINLANIAMCMOPDXTNC AXDwN SORHAR! s I14a1/4•TFK SOMW OR Wool NOT TO END SHUN / TYPICAL IN41OE CORNER CLOSURE A,- s` CC- DETAILS N!O/CORWER POST E>�1 ��l+�K�yKpp'� NIS Y `RtlLI�IR— -_ �40 USE APPRCPWAIE' S IARIFR STRIP IU 40 PROVIUE CLOSURE FOR IF SIII`MMG CONUIIIO.VS. FASTEN STARTER STRIP 10 TRACK W/ 2/"IOv 1" SCREWS AT CONNER ALTERNATE. END STRIP DETAIL IFIAND-IONT EN 014LT1. SCALE; 3•' = V 0" ANY TRACK^ ` EXISTING CLASS, M; R •^y �l- UpSE I11. BRASS PUSH LOCK 021111 5/lb-id iHHUMB 113 BNOTIOM�FISHUIT FROM (INSIDE) SILL J/ � 30 13 3u 1Tl'IDCT l' K USE HI BOX LOCK AT 1/3 BRASPAN FROM BUTTON OFF :NUTTER MULTIPLE SHUTTER ASSEMBLY SCALE: 3" a H-U" I 0 3 f AS 1 EHERS EACH ANGLE - t n L.• a 1/tl.. OR 2 PLUM ANGLE THR CF 3/I6'tl ALUFL POP RIVETS OR 1 HBEE xl: SMS. TABLE A Im) PRESSIIRF VS AlL01YA W E IENGHI YNaw 3M Wo 62 Il0` 109' R IH- Y B1 119' In- 93 11P 16S_ 102 110' I60 !W 9T DI' _ ON EC IANC ANCHOR EXISTING `LlL6L3LIIIl I(/ SIZE. � � C2 CONNECTION SCHEDULE FOR,MAX, STRUCTURE �'• `\� SPACING pp+. C1 CONNECTION TYPE tn.-Zo HREL9IVE nI,T'�E GAE. L S, I60wRw9 J. I,, _ �•' REFERENCE PIJCXDH SCHEDULE FOR MAX SPACING ALTERNATE THRU BOLT �. '© 1/ iY 1i (IIm1IIl W/NUi (pl Y:•O p`41R`GUJ65J K14 SMUE. D1 Y 1 ITYP lm',, ♦?OTTOMI* %30.••. STATE C .ul: FT7'I `-3/16"S ALUM POP -Cl RIVET OR 012 S- AC: LRfNCE lANlin CHOR 0.10"UC.ITYPI � �'b015INGE FDA MAX. -MAY USE HALF OR '( FLMALE LOCK-SLATI "II �1 III C TABL PRESSURE 9 _ ._A P9f_ _N 61 n 62 _ 92 102 Im 1b '1 311. RIVET OR 012 EM][Nltl"Ul UH \\ r.�..au wm n uuLr ��j Il YY.1. ALUI9, 1 ALUM 5PO rtIVET OR xt. 1, W T 1 606]-ib ALLUY I -I C lb'" O C, IT fY 1 f S!! OR SIZE, !lR 3IE. I PA TL-NFRC EACH ANIAI, 1 P w3"— INREC 3116"W ALL I 6U I ALUM. ILF f1Y I— YCF HIVf TS UN 1'� - u 1 1H fl I! SH.L. 1' -L-1" 1/6" OR2"n2"+1/B" 13 ALUM. ANGLE USC MALE OR FEI4ALE m LOCn.SLnll ('C4- TYPICAL CORNER CLOSURE. DE'CNLS N15 EE INSIDE SIILL MOUNT SECTION �14R3/4" EMS fa 9" OC ANGLE TO TUBE CONNECTION 2-.. 32Ty AY UM . TUBE GCbALTERNATE BUILD CUT MOUNT S1:CT101V SCALE 3"= V-0 Lr� ACCORDION SHUTTER PER PRODUCT APPROVAL APPDGBIE AT TOP I^ s ANO OR BOTTOM 2'OR 3' 1/2' MIN. d d d E iI 2' 93'KYi X •-2.IZ5' CONTINUOUS OR 2'X - @@@ 3'xVi'xC ALUMINUM — 6061-T6 ALUMINUM I 11 �C�� ANGLE 0.9' MIN. THICK 6061-T6 2' 3 AWMTRACK FASTENED ANGLEFASTENE0T0 ,!.� TO ARGUE WITH 1/4-20 EXISTING 3 KS1 MACHINESCNEWS AT 3' �� CONCRETE MST FRO ENDS ANp9'O,C. mr•RREWELII STRUCTURE WEE" FORTHE ORIANCE 15.23: $'p ELM ULTMCONS 2.1/2' MIN. AT3'FROM ENDS AND EXISTING CONCRETE 6' O.C. FOR BALANCE HOST STRUCTURE (3000 lA9lPEKAIQ WITH :IR'MIN PSI MIN) EMBEDMENTAN02%' MIN EDGE 015CANCE/ 9FE TABLE CFOR .MAX S'nwu AN MFSSUREb STAGGERED WITH l' MIN. SPACING.TTP.O BUILDOUT MOUNT SCALE .14TS p ®I C5 C014NECTION TYPE FOR 65EB z W a J _ FOR �B REFERENCE ANCHOR SE-INICHEDULE POR MAX. EXIS STIR GIAS. (.VNWL OR OUR EACIULE$ awn w r GLASS qE 1M6 R SPACING w CI CONNECTION TYPE 5, & F R TIC J S FOR NPAI4 r u_ OR DOOR I^ nl gROLE W w- REFERENCE ANCHOR } SCHEDULE ly _ #"E'IA11IN, SEE P ICN n: FOR MAX. '✓rIDJ SPACING I qt MIN, -13 O Nwu YW. 13 iM11 / 1/4'-fU 1NIRU DOLT W/ S10 ' III IU ISA55 I w M�OMIS ' CIMW L OLh NU'I C 12 U.L. OH 10 GLA55 J,L.IY N xl1 x 1/}" $MS. Qp ll" O.0 4t: K W 2 m ly x12 . 1/1" SINS 13" J.0 [ £ r °' OR 3/16-0 ALUM, POP 111E 3/16"0 ALUM, POP 2�1- RIVETS Try 6"U.0 OR 1/4"0 £�LILi u D '.4fJOR FIVE'I1INe UL ES "� -.1 ALUM POP RIVETS (o1 R"Ol�.L1 A U6 Uk 1/4-w ALUF1. PUP RIVETS / M 11 AND V•J co 1 U L. L.5 - --- I -- 1,/4" M / A)S.IAOM PIN AYSEMOLY _ i AX TOR MAXPROM FOR 69 N ESEEdIllAL 1 ANU 0 L C� GUIDE TO BU. HIIJG - 1/2_ ���(R5"I I-BI ASSEMBLY '— / 1/2" p I _ WASlftRITYPI w�. 112 1TP EXISTING CONCRETE. r BLOCK OR WOOD FRAMING __.1/O-TYP. wA5HER ITYP,) GLASS 9 CONNEC110N TYPO OR DOOR REFERENCE SEE R MITI 2 FOR q _ EDGE ANDPOR MIJ C3 CONNECTION TYPE DISi. SCHEDULE FOR MAX. - j&TI / T BGC REFERENCE ANCHOR SPACING AS SHOWN 4 CONNECTION TYPE U i SLHEDUIF FOR MAX . IN DIAGRAM ON PG. 10) TI CTIOINSPACINGDIAGR q5 SHPG 1 REFERENCE ANCHORa3 LONNCLTIGN TYPO IN FIIAGIfhM ON PGr 101 SPACINUE LT, MAX SPACING ALi. FN61ENER o 0 6 R SC EDULE UR MOR AXEXISIINGCUIJCREI[LOCATION. FRONT ANp SCHFDUI! t ( FAS CLOCK ON WOOD FRA1111J BACK ANCHORS NOT REO'D 0 SPAClllti AL ( FASTENER ITH TI S LOCATIONNAFILULAl1UN, FRtlNi ArvO W1REFERENC➢AN TYPEIIAX F'N0M BAL ANLIDIRS NOI REU'b OINSIDEMOUNTSECTIONPEFEREN[E ANCHOR PIN GUIUF TO WITH THIS LOCATION H SCHEDULE FOR MAX SCALE .3 P_ 0- SPACING 5 CONNECTION TYPE __BUSNIRlG WABNEP C' INSIDE. A1OUNT SECTION REFERENCE ANCHOR Jltm (V IIYP) A/SCALE. 3"u E'-0" - SCHEDULE FOR MAX F%ISTING CONCRETE,SPACING NOT¢ FOR DETAILS h, B, p. PIJp E ON THIS SHEET, BLOCK IS WOOD FRAMING fMOFG. THE BASE TRACK PIAY BE INST A`LEO T eECTI0N5/ WIFH 1/4" GAPS, PROVIDED MAT EACHS Ef. TION IIAS T YP. BOTTOF A MINIMUM OF TWO SETS OP ANCHORS AND IS A (;O BUILD OUT MOUNT SECTION MINIMUM OF 12" LONG. THE SILL OR CEILING TRACK EXIS TIWG COtJ[flETE, SCALE. 3 1'_ 0" USED WITH THE BASE TRACK MOST ❑E CONTINUO BLOCK OR WOOD FRAMING OVER THE: GAPS BEl'WEEN SECTIONS EXISTII ! EXISTING CONCRETE, q.CONNECTION TYPE C2 CONNECT( 6 FPiBE( RU BLPf„OHJNNEFSO Full MAX, fDCF IST. SCHEDULE FOR MAX fMBEU, "EITIRENCEPA //////q�(� REFERENCE ANCHORS L'l1NIVIR( I SPACING SPACING IIJ DIAGRAM OIJ PG 101 1/4-2O S.S. MACHINE SCREW A NUT IN -6EVAAA1110 To -- MASS 12"11i �Y l K r 2 L IJIJ 3" y 3" a 1/4- CON1' 4061-Tu ALUM. ANGLE VERSED �• ASSHOWNBE AS UASIIEDI—i CDWALL MOUNT SECTION GALE � 3". I'.. 0 u ASS DOOR I R—II fI5[L INLL[ 1 11II 1 SEEAPIR x 13 r m Spp M IM2 X V T" 11S Po tY• i .- OR 3/1 "0 ALUM YPARAINM ZR POP RIVETS 6"O.0 LiilA��: Y(a '^hDO OR1/K'O ALU OF a DW yilyw RIVEt'S(N 1P' £ -- Nr AND Qtl ( iJM ASSEMBLY 1/i^ I USMIIJG OUR,L 6U,M, u GUIDE _ T P. } F, Wg$MF.R R ITYF.1 M 4X..FROM PIN_ P w w q CONNECTION TYPE R(IY ) HI (CONC EDGE REFERENCE ANCMOR CONCRETE, pg AX SCHEDULE FOR MAX. O OR WOOD EXISTING CONCHE SPACING AS BLOCK FRP111NG 4 CONNECTION TYPE IN DIAGRAM ON PG. 10) N PG, 1 VG OR WOOD NFFEREIJf,F ANCHOR REFERENCE '7N CTION TYPO 014 'n SINS @I 1[" SPACING. FOR MAX :NEE ANCHOR D,L. t 3/ ALUM. SPACING. ALIT FASTENER AND JLC' FDR MAX RIVETS ETS Lij FOP RIVETS IGI 6" BACK ANCHORS NOT PEO'O BACK ANC. ORS IU UN I ALUM P[ WITH THIS LOCATION IVET Rrv¢T5@I2"'D,¢� E CEIL.ING /INSIDE. MOUNT SECTION `J SCALE . 3••= V- 0•. YP TOP_', �e- W% C%TRUSIUN gt / C2 CONNECTION TYPE W EXTRUSION pp2 h 5 CONNECTION TYPE / EXTRUSION MI ��nu0mJ11LIOIVrmFll 15-2338 WEREPI ANCHOR SCHEDULE FOR MAX SPACING eEa�OFiVTlnnoy3 f XISTING CONCRETE. BLOCK OR WOOD FRAMING 93 O WALL/BUILD OUT SECTION SCALE 3"= T- 0" 10 TON ASIP-ES5 W. FALLON De "Wr 4 & iox IIIQM. SEf IMIE ] ^+ EXISTING GI p55 .'144U*AIAIIUV 10 0," U! STRUCTURE -ALi LEG DIRECTION 114-20 f IAeSf MACHINE UBOII A. v ' (21 u063-Tn AWMINEIM BUILT W/NUT W M1 r ANGLES PER BEAM END, 4 512E PFN SPPN 1'uBE 'IB 11'.G L OR n'TT F m u >,/4'W ALL .1 SCHEDULE 1L. • 3P4" OIN fS SOLID D EMS 6 O.C. SET ANCHOR' t N LL WITH '1/B"MIN z - _SPAN TUBE `„- - K ✓ m Y CMBEOMENT IN I,, �r -. / PER DESIGN z. M CONCRETE fE OR ACCESS MOLE) SCHEDULE FILOCK, 3" M N 4%H U SPACSN63 AND w 3 I HIIV MET DISI CE. SCE 4AEN1B'.L1]YANLS._Lfi - u LIST HE /cMAX. FROM PINGUIDE !0ti!1C II a e P -13 a 10 RUSr11Nfi WASi1E. RITYP.1 GLP35 1(IllLiv.oB YI 4,pAgA]U. N B IIAF{ / TWO 1/ WOOD OR UUDN--- B1lNDL fS 4G Sf NEWSI 1/4 U U 34' N�'I T� OG MAX.WITH 2' `':-III `SEE BEPH ul 2F. ITIRLAUEO PENF TNp TIO1J 3" MIN 11-TIFIT\SCHEUULF 0 d W F. .e ED, OIST n1mnum BMtl 'T' MIDSPAR Del 11EEN S1UOS F(IH INACN TO 1' x 4 PLYWOOD C I we CONNEC low 1/4"1 ALL S. IUCCO FINISH POINT SOLID' , AZ". N663 T A.UM. nt / NCHONs L/ITII T/B".HI11 EMBEDMENT N THIS Db FAIL TO BE USLD WHEN STIIO SPACING CIINCRETE DR E SEEMS THE MAX. Atk UWABLB ANCMDT SPpCIN6 ffLOCK. MIN i ACING AND 3 ( WALL. MOUNT SECTION J _ nus DETaR MAY 111N EDGE DI TAGLE SCALE 3 _ I'- U" ALSU BE UiED CXIS'NNG nr fOP SI RUCTUHt -GLASS ftR NIMSSXNIUI Dli. C101 [E(]Nllt.1 SEE 1IllLt J h- —\ fal NnD Rt IL&E ILw WN. )lV.VIFIIDI IU �" 4LA55 PASS THRU DETAIL \H/ SC -ALE +3" 1'-.� IF 6PNi TUBEbCMEDULE � NLOWABLETIIBE NUMIEROF NUMBEROF p'.�� VANESNI TUBE SHUTTER SPAN THRU OLTS ANCHOMI PER NIOIE EN�I)TIOX Safi SPAN__ O• TOP.. BOTTOM TOP SCREW TOP BOTTOM idjs� TUBE TUfiE TUBE TUBE TUfiE TIRE TUBE// 1 BO' 1238' 1]BY 2 2 2 3 1• T• TPO1 BI]s - Po tot_ IOBY _2_ 2 _� _ B r 1• t2) BBB' &1• 2 2 3 3 1• T" BO 1201• 1620 ] 2 2 3 3• 2 B1 01]6'E tl'21• 2WE 2 3_T' J<• T• 0• 10YB T1 2 4 4 1C IY) 15BP 2 2 3 1 1• IV 1 13L0• 2 3 6 10•2 L 3 1 1•I. 0.1B16'0- •-•31].1• ]M P2 u3] 3 •-�4 1 B IP .T 5-- j-•-'-•IS. /� .. EPFN TUBE PER DESIGN 1/4-20 MACHIIJf BOLT ..BN W/NUT II"O.0 ] 6063- M I i YL AL MINUM i^ 4 OR NC. x 3/4" SMS. C. nNtiEES P R BEAR ' L E E EN" SRE PEIi SPAN TUkE � 6" O.C. 5 CHEGULL La1,T. LEG DIRECTION ACCESS HOLE EMBED MAX. DESIGN LUAU . v 72 PSF 0dBEAM SPAN SC-CTION SCALE.3".1' U.' 1/4" MAX. FROM PIN GUIDE TO DUSIIING WASHER ITYPA �- 1_ 1/4" TILE ITYP I MNISD MATCRIA1. I�• 314" VB'IWDOG — 1/4"w A325 GRADE. THRU HOLY IN V" O.0 OR 5/li"N A325 URADE 'IWBU BOLT @I 12" O.0 OALv..OR SS, -. 1/4"u. ELCD ULTRACON TO CONCRETE/CMU `i" U,C. Y//1-1/l." MIN., EMS OR 1/4"0 LAG SCREW CN B" O C W/1-7/0" MIN, EMU, IN WOOD 5G.O.42. TO 0.55, 1_ 2" x 5" x 1/8" CORE ALUM ANGLE(L663-TG) IM A. OFSIG1 LOAD a 02 P FJ EXISTING WOOD 1/ MUSS ON RAFTER CN 24" MAX. O.0 � EXISTING FINISH V I U 4" a BE 1 THREE A4-M., TUBE W/ THREE WOOD LAG SCREWS WITH 2-3/4" MINIMUMTHli EAO I PFNE:FTE IN WOOD EACH AW RAFTER WP TRUSS 21 EACH , TUBES MENDS BERE YOND I LASE EXTENDS BEYOND 1 LAST TRUSS TUBE THAW' 14E EXTEND TUGP. i0 IJE%T iPU5B. � 1/2•• SPAN TUBE SCHEDULE NOTES, I.— USE 2'N]9Gj1 OA3$'ill/4' ANGLES FOR 2•N5-12'i6' REAMS, 2 USE 2'NS'NL/4 ANGLES FOR 2INS' L 2'Nl0' BEAMS. 3 USE BEAM SCHEDULE FOR DETAIL]. G. TOP 0 BOTTOM BEAMS MAY BE USED TOGETHER 09 W N USED NE ERE COMBINATION WITH OTHER CONNECTION DETAILS. WH ERE o TOGETHER,BEAM MUSSED AHASP O B UNITED TOP SEAM SPANS. S. SPAN TUBEMAYBE USED 1N A D BELOW CONDITION WITH SHUTTERS SHALL HAVE TOP BEAM E M AND BELOW THE BUM. MID -SPAN 'TUBES SHALL HAVE TOP BEAM LIMITATIONS SPANS ANCHDRScANGLES AND -BOLTS WITH THE SMUTIER SPAN TAI(9N AS THE SUM OF THE SPANS AB�4E AND BELOW THE BEAM. 6, UP BEAMS ARE NOT ALLOWED. 2. ALL BEAMS AND ANGLES TO BE 601 ALUMINUM. w w � wet L2" x 5" v 1/B' 60B3�TG ALUM. ANGLE W/ THREE �. wu�DM1 1/4"0 WOOD LAG °vo0 SCREWS WITH 2-3/4" 13 NFZVyI IIIN111UM THREADED PENETR."T"IN WOOD IN }p/.Ip'cm EACH RAFTER OF TRUSS. •(�UF 1 24"O,MAX. WHERE �Pn A14GLE'EXTENDS BEYOND a LAST TRUSS MORE THAN 6' EXTEND ANGLE TO NEXT TRUES, TRUSS MOU14T SECTION N m m IA WI EMBED EHdEU //i/ . �EXI]TIFIG COIJCMETE OR Di OCK.Uf11. YRALC. WOOD \ f101 ANG % AULE NPICIIUNS / FJUT 31NG K T1000 oIS' \ CI�RECF_SS SILL OEFAIL \ EIO _LLr\ PIN GUIU[ 10 BOSnInG N4]II[H I II VI'.1 TYP pOI iUH 14114 OF Ff W0 8TYP. SECTION FOR Sf IUTTERS PI SeRL J' — I'-U• 9 z AXCXO0. LOAD (pa) 2.5- "IN EDGE DMANC! U0 CONN Ct 4 I Q Ta 6'-0'• TYPE 1 C4 1 CS I U Spppl uo CON H Cl I C2 C3 To fi•-B° TYPE 1 G I CS U 5oenl uoio l3•-Q_" CONNTTPE Cl Q Q I G I cs 0 N4• IIW TARMN 09 EILO ULTMCON WITH 1.3/P EMBED (3193DN MW CDNC) __ l/4•XILLEXNM MIWA$i wRN 1-]p• EMBED (]3]SP0 _9B 62 ]3 110 200 16A_' 16.0" 16.0' 14y5. 1.5^ 16.p l6N{ 16.8" I6.BT 14.5" 6A" 16_0. I6,0" 13y5 10yM 6.8" % 16y0" 16.tl' I1.0" 9.5" -5.5° I6_0" 16.0" 16.0" 16.M B.5" %//, Ifi.O' Ifi.O" 14.5" 12y5" 8.5" 5_D^ 16-W 16.0" 16.0" 15.5" 9.0' ).5• IBA" Ifi.O" 16.0" 16-W T,S' 6.a" 166 V ]0;5" 8 U" 6.5° 4,0' %n//, II-w 10.0" ].0•• 6.0" �///: j�r/1A// 10.5v 16.0" 13.0'. 9.5� 4.5° A I6.V 13.9' IO.M 9,dT 6,0" S.K 11.0' I5.5" 11:0" 9.M L5" ].5"- N.S• 10.0" 10.6" 6.0" O d0' 19.5• 0:5" 5.0" CO" %// 6.!' 6,0" 194' // / fi.0' 9.5". 6A'" S.M // %. 9A" 9.0- 7.0" 6.0" SA_' 9.9' 90_ 16.0" 16.0' IlA° 110. 16,0" 35.5• I6.0' I6:0" B.0' ).0" 1L0" ILO° 10.0' 91p" SA° -1.0' 6.5• 1 Mu1 [aNCRETEI _63 R 1fi.0` 16.6. ___ 9.5' 16.M 1]_5. 14.5 11.5" 6.I- fi.0' 9.0" 9.5' 8.5'. l.0' l0° ///. 45" S' 6.5• !1� 110 300 62 2 110 13M fib I60 IfiM I6M Ifitl 13M 55 Ifi CI 160_I6tl 160"I55 160' 60 / 169 90 55 //y 160 1801fi HS BO• BO' 160'180 O'160 l00"I6M ils` 90 ss NO° BO 65T I6M I6tl I6M 120" ]0" Ss°// I60 160"13.tl I6M 100" 40!' 16.M 10.tl 06" IOd' 50 4V / Ifi0 60'160 M5"HP12M 0° 80 58 160T 90 B.S.55 6! 160a 145 IO.p" 5! I80 I315 165 8.0' % TOM SD 60 •!.0 /L B9 65 50 LU^ / /58• 13! BO OS 50• 58 1l0' 95T U9•Fl[OBfTEPLE%554 W/3"EMOED(336UPel MIN COXC) {j=.ggiplLs 300 10.M BA' 9.0• 4.0" 5.0" 0.0' IO.M B.0• 5A" 4.0" 9.0• AA• IO.M B.M 9.0• 4.0- _B.0 114• ITW TAPCON OR ELCO ULTMCDN WITH I-3p• EMBED (3192pN MIN CDNC) BID(31920U MIN CONC) E- MIN E...1 . G fY O G CS C6 I Cl I Q I Q S 0 CI C2 Q G CS 0 _48, 63 A 200 4B I6.D' 160.Ifi I60' >0 16.0" 16A" 0° 160° N0/%�/%BS'�5 60' 16.0" ]_5- 55 95 13.0" ):5' 95 ♦5 / 11.M 10:0" I6M Ifi.M 16.0- ].S" 60 50 / / 137 l60_ I6M 190'155v JO 16.M 10.0- 166"///5" _(�/y�(' JS"�%/%5""')0 66"-�fJ 16.0° SA" ��/5 B.0" Y" .0" 970- SS` 4M (/� �/ 9.5" ISM 103 90 ]M 11.5 15.5 95" JS' 6M 6.0•1/4-MILIENIUMM,,,B,T S1.S' / p% ���� 4.5" 4.0" 9.5°C. 6.M '4.5,110190 ].0" 6.5" WRX1-3/4•EMBED (33)SV CONC0.ETE1 4-T-+-- 62 13 IRO 16A•' 16.0" 10.5• 16.W 16.0" 10.5- 9.0` ]S 4.5^ 8.5" 16.M U.A' 1d.0• IS-0° 5.5' .5" ].5• B0" )5• % /. 4.MIN ).0. 4..6• 16.0" 6.U• 9,5_ 6.0' ll_5' 6.5' 5.S• IS_5' 9.5' 4.5' �.S %'i .8° 6.5" 4.0• %/' 6.5- 5.5" 4.5" / d.S• 8 1/4•ALL-POINTS SOUO-SET ANCHOR W/ ]/B' FM= IH-20 ES MACHINE SCREW L-1/4 EO R Cl CI CI C4 CS G Cl C2 Q G [5 Cb CI C3 O G CS C6 IB 1fi.0" 16.0" 9.5" 9,5" 16.0" IO.M IBM I6.0" 1L0" 3.5" ].5" 6.5" 9.5" (3000,1 MIN COHQ •� _b2 J3 110 3W 16,0" 160 00 50 TOT-0- 16.0" 160" 100" 40�/I/I//-%I%/// ).D" 55 ]5 6.5" 55 30 160_ fi0" BA_' ]0 45 305 60 SM 11 Y'. 50° 40°� i;5_ JS 4:0" ]5 _9.0" 6,5" _5_5" 45 ).5_ J.0" MR 60" 3.5" 60 55_ / 3.0" 3.0• 214" ALL-POIHTs SOuo-sEr ANCHOR W/)/B•FMBED6 14-]O SS MACHINE SCREW (0pNHWCONC) 3 XiH Eo9E o153A Cl Q C3 U CS U Cl Q C] G [S es C6 Cl Q Q G [5 G 48 62fi.0"SO"I61601M16"TO905I35125`14.5"80 s5 TO90^16 30 >5 J5 11Q"IDS0 55�-BO 85' ).0" 40 45 5° 3S d5"65"200 - T.-I/ IBM 160"BS 90" 4.0' J.5' i.5" fi.5' 8.5' ).0" 4.0' ].5" 4.5° 6.5' 0.5" >.0" 4.0" YS" LS• 6.5' 1/4• POWERS SS DROP -IN W/I/420 SS BOLT AND 1-!/0• MIX EDGE DIBTAXI Cl Q Cl U CS Cfi [t Q C3G. U: [6 [I Q I.Q G CS �G VEND (1000pR MW CONC) Hr •LP-� 4B 16.M 16.M 16.0" t6.0'• 18.M t6.M 16.0" 16_M 10_D" 9.S I6.0" l3_' 12M 12.5"16.M 5.5° ].5' 9.0^ 63 >3 _tl0 300 16.M IBM If 0' 5.5' 16.M I6M ILO" %LI 13.0; 95' 5.5° %•%'%//%%I 31 A" 9.0^ -5.0" 16:M 16.M 65' 14.5• 116° 815" S.M LBO° 16,0" ).5" IO.M 10_5` 0.5• B.MY/ J.0• 1]M 1M 5.5' 12.5" 6.8' % F // .' _6.!• 55" / ).5° %% 9.0" fi0° 0" >.0° 55° 5.3° 6.0° %%/ /�/ / 6A" 5:0' 9.0• 14• POWERS SSW W/ 1/9.3055 BOLTIT AND 1' EMBED (30ODN MIou-N 2- IMI DI E CI 1 CI 1 Q 1U CS I [6 Cl IQ C3 I C4 I CS C6 Cl Q 0 [4 CS C6 62_ _.Ilo I6 " N61..5M0 1983_.000 " 16.0 601L12.CENCI 0A" " 1V 3G.05 5R..0D•• 16]00115IA.5'•• 60 /5/5/0M A /I]fi.6/_/.oD°"BI:0A" /0300 55 6 SM BIDSS' "I]A. . /1D6.0'' / SS 60 S,W ,)9..55^"Pl 6 Si"0 , 5.!• 2 MIX EDD6 D4TANBE CI 2 C) G [5 C6 G Q 0 U 0 C6 CI Ci 0 C4C5 C6 01258 W/2•EYEWALL AMOK INSERTW/ T EMBED (2DOOPM MIN CDNC) 48 16.0" 18.0" 1).0" 11.0" 16.0" 1].5" 16.0" IN" 6.0" 7.5" l6.0" 9.5" 14.9" 62 )2 110 1B.0" 1fi0 135 16.0" 160; 1 5 9.5" BO 45 9.0' ]5 90 16.0" I60 6.0 10.5" 95 60 16.0' 145"16p BS I6.0" )0BS 6A" 50 3B S.S. AS 12'5" 90' A5"'40 ).9° 65 IRA, 85 _ -J 4135N5 W/3.]5• EYEWALL ANMDR INSERT W/25- ENDED LUXWPU MIN CONC) 300 4B- 63 JO Ifi.O" Ifi.M 55 16.0" 1fi.0" '// 16.0. 1].5" // 16.0" N_O. 3_5" Ifi.M 18.0" ]5 Ifi.O" ]$.5' ]0 16.M I.D. 5.5"V 16.M 10.M II.. B.S' 11.0' B.D• 35• mAp Ifi3Ov 35 14.0' IRA• j0 16.0' 13.3' �/ 73 116 16.M 16.Y: I6.G" 16_0" Il.M BS" 10.5° 6.0° 1fi.0° I0.5" 13.5° 9_0" _ 16,M LM 16.M 9,P .__.... ).0° Al;" 6.5° A.0' Ills" S.5- 9.5° 6A• 9.0- 9.0' 9.0° ].S• 15" 3.0" 4.5° 5.0" 9.0" 6"S IrYP) 111111 I R S (� OUTSIDE \\YI TOP FLAIJGE ANCHOq (SEE SPACING \ SECTION XI ..-, ��pCl••.. p S 0 O U _" *: No PEOa63J9 CT; „ be s TYP I R S (q �1LL INSIDE 3 OR ©HEgOER 5EC11MJ i DOT, fLPK E ANCHOR ISEE SPACING %oo BTATE %1 � pq NOTE. "S` INDICATES ANCHOR SCHEDULE SPACING. •III III III151YY` SPACING DIAGRAM FOR Cl CONNECTION TYPE: �q< - Cl CONNECTION TYPE USING PIECE ail OR I) 5 N T / B COMBINATION Tv: lYP 1 /�COMBNATION 0 N 9 / IVVO COMBINATION Y- O 1 S TYP. I"5 ITYPI NOTE: "5" INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR C3 Se C4 CONNECTION TYPE: W - C3 CONNECTION TYPE USING PIECE ® WITH OUTSIDE Ip- - CL CONNECIIT TYPE USIIJG PIECE BU OR © WITH OUTSIDE ANCHORS ONLY �LEp F�l ANCHOR NOTES 2. SPANS PNO LOADS SHOWN HERE ARE FOR DETERMININGANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 10R 3 M MPucAOLE (P9I). E 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR E UALTO NEGATIVE DESIGN LOAD ON SHUTTER MID SELECT SPAN GREATER OR EOUALTO SMUITEASPAN. Ip 3. SEEMOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. Ts 4. EXISTING STRUCTURE MAY BE CONCRETE ASTM C-90 HOLLOW CONCRETE OR E, BLOCK WOOD FRAMING. REFERENCE YG SCHEDULE FOR PROPER ANCHOR TYPE RASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTIONTYPE. S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CNACXED CONCRETE ONLY. a 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED !� IN ACCONOANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. - L WHERE NRV FIFO VERIfl THAATT 1FASTENERS ARE NDEpURE WOOD FRRAAMINcons 1MIO MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FORj6 SIDE CLC, URENECES. B. WHERE LAG SCREWS FASTEN TO NARROW PACE OFSTUD FMMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2•a4-IIMIN. WOOD MD.34° P� VpOO EDGE DISTANCE IS ACCEPTABLE FOR WOOD FMMHNG. �D SCREWS SW HAVE PHIWPS PAN HEAD OR HEX HEAD. �I11; I'I 9. MACHINE SCREWS SMALL HAVE MINIMUM OF I/2• ENGAGEMENT OF THREADS IN �IIDDrB9HLCeP ANCHOR V fE EITHER A PAN HEAD, TRUSS HEAD. OR WMER HBASE EAD (SIDEWALK UHAVE 15 233E ED DESIGNATES ANCHOR CONDITIONS WHICH ME NOT ACCEPTABLE USES. Ewe: • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, PA92DI4OUmOr NUT OR WASHER WINGNUT. 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. LL NOT Of USED TO DRULL. INTO HOLLOW BWCFONORLSHOGLO MPACT ORIILSS DMUIS �BE USED TO INSTALL C� CONCRETE SCREWS TO HOLLOW BLOCK O F0.125• 4 0.18S. A L� IGHT-N-VIEW WINDOW N.T.S. SAHIC HJUiTICS SLX1431T-UL-94MB r RELTANGUWL / WINDOW ASSEMBLY ��EO�G/E OF9 ACCORDION TSNUTTFft BLADES HOLE (TO RECEIVE WINDOW ASSEMBLY) F-1.5-4 %a, BLADE W/ RECT. WINDOW 19 N.T.S. EXTERIORELEV yF$d; ROUND 1 BLADE W/ ROUND WINDOW 13 N.T.S. (-2;210'—j EXTER1ORELEV 181'-11 i TEXT.) 315' ' .355• SECTION A -A ii RECTANGULAR WINDOW \,L3j N.T.5. EXTERIOR ELEV 12- EDGE TOP 2.875.0 HOLE (TO RECEIVE ROUND WINDOW ASSEMBLY) MAXIMUM OF 3 WINDOWS PER EVERY OTHER BLADE ALIGHT-N-VIEW WINDOW 13 N.T.S. EXIERIORELEv 12• MIN FROM EDGE TOP 3 .RECTANGULAR WINDOW 13 N.T.S. EXTERIOR EIEV RECTANGULAR WINDOW NOTES: 1. THE RECTANGUDLRWUIDOW SHOWN IN 5113 IS MADE FROM GE XL10 UWVW WITH 0.075-MINIMUM THICKNESS, 2. WME FOR RECTANGULAR WINDOW MAY BE NYLON 6 OR POLYCARBONATE WITH A MINIMUM THICKNESS OF 0.161'. ATTACH TO BLADE WITH (6) 04 BE SCREWS OR BOLTS WITH NUTS. No iT STATE OF E