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HomeMy WebLinkAboutPRODUCT EVALUATION REPORTP, E. f2.T. August 4, 2017 ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT ENGINEERING EXPRESS® EXPERT PRODUCT EVALUATION REPORT Application Number: FL13757.1-R6 EX Project Number: 15-2338 SCANNED Product Manufacturer. Town & Country Industries BY Manufacturer Address: 400 West McNab Road St. Lucie County 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 Building Commission) Rule Chapter Wg 8ao5, FA.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/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 by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing #15-2338 titled 86.8 Accordion Shutter', sheets 1-13, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, 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 El886-05 & 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. KUM, PE) by Construction Testihgl 00=ratlon (CTC). • STRUCTURAL ENGINEERING CALCULATIONS QQ�TguttEValid for Structural engineering calculations have been prepared which <t •'Pages 1 2 evaluate the product based on comparative and/or rational 'e analysis to qualify the following design criteria: - AI�G 0 7 _ 1. Maximum Allowable Spans = 2. Maximum Allowable Design Pressures 3. Minimum Glass Separation rank�PBgrftiardp; 160 SW 12TM AVENUE SUITE 106, DEERFIELD BE —AC/ PHONE: (954) 354-0660 - FAX: (954) 354- ENGINEERINGExPREss.COM rewzmmncuu.ccemi vunu.nn.omcrennnr., rmmw r,mm.vm wwmoccrr�,rec uwmn�auxmm.�ac EXPRESS° August 4, 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 1996-09. 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 products respective anchor schedule. Host structure conditions which are not accounted for In this products respective anchor schedule shall be designed for on a site -speck 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 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM vvnoic,num u.camux,wmx. ru. wam rtmnr., wn mu wm� mo msmEcmm,on,vc umm�mmevunnn,.�nx TABLE 1 ALLOWABLE SPAN SCHEDULE FOR USE WRHIN THE NYH2 IM6 PosrtNE fM2 PusrtrcEwFa Rwt2 WING LH YHD WITH DsIT+1 wnx r TF.� WDLGB wwDLwD 1'•1W UNY.YiE O ALL IDAD IPSF) 0 R 6 v S 1O�Sbo D�N>rt"_ a]A Ise• IEB' tm• 26.0 1N 1J8• 1.16• mA 1 1Ar lee• 16T ]f➢ tAY 1_w 1 ET ML ` fT•— — �_ iAY__ _1ST_ 159' HA lJl'—t _ _N• -u-6- -izr. - --itr _. _... lar _ mu ,�-' ._.-._...__--._-_ nr lee• yr !OD 115' 122, 12T mb 'IT In' 126• eD.B nr ne• tst _ esD _ f00A Iw 1 1Dr 11T IV IV in"10T ffY IIr _ 1iY 1100_ 106• 110• _ 1fY �. _...IN .-Ino- IN - 1nr_--____-io's�-_- ink 16r .-. IYA -lion - e I.. PT IsoA ab• Iwo __�___._ __•T Mao YI IT tau i ee• 2ma rA— .8 ACCORDION SHUTTI FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE 2 MINIMUM SEPARATION FROM GLASS FOR USE WITHIN T'N�{IV112— bWAXYeEpAMTMW PoSnNE FRW OIA89 DESGN PNESSIeE (FIN) sIMIFA 6pw N1TFJlATXX18 w3TAtlATION9 .WABOVE WABOYP GRADE GRADE N) (NJ N.2 16T e.r SY 1.1__�__ 8r W _IS' Ir e0' eA• 1.,- W HIT JA td p B s.Y tr I T ar 2A• 16• a.T as' 60' 1T 1.1• BT _ 9.T I.T 100' 3Y 2A' M im= s.a—_ nr 61 _ a.o W JC 1S BB• ST tr Iw 131• 6.T 1 6.6• w SY_^1.2_ TO __� - _ IA' _ IW ode -Br` I JA• W ]ff 1.Y ED 80 >p IT tIT IT aw _ BO'_ a0• -__>0• IT IRO M• 11P J.T 1A_ _ J• ]r --I_. -si•--. im• at• •• FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES, SEE TABLE C ON SHEET 6/13 TABLES ALLOWABLE SPAN SCHEDULE NON•HVH2 DESIGN I R6rtNENID WIND NEMTNE WPO LOM MD LL YWM1M3 •• FOR BUDDOUT MOUNT MAXIMUM SPANS AND PRESSURES, SEE TABLE C ON SHEET 6/13 TABLEA ALLOWABLESPANSCHEDULE =T1 ASTM ESSENTIAL FACILITIES ONLY =;O PDATNIE SIGN FIE IRiu SBMPNIR YNWW BEYAMTIW FiiV 1iA58 INHTNIATlp6 I CL4FN1ATblt4 ]OABOYE wAso E GRADE GRADE Him.) (W) 3r IV _er 1'N 11 t09• O. r M I ].S IV PV' 3.1• I.I. _ IJV A _ 5I 3.1' 2S r or ar lee• &V ar CY ].P w _ al. ___W__ t.r +W' ar _ 2W IWO al• 2S lw SY ar S8' IT be e0• AT St• P8• Sr IT t.b• i05' i 11• 2.r 2.M' Iw 3.al- SO' Te eo• 1• a1- a• ar _ _ IA__ 3Y -_— _w•' 1A1 --Ar- al. 1Tr air 43 Bo eY ar l Bi• — aP le— BP ar IT 21' 6A' ar o Yf ai' 1T ar IC W ar_ 2s _ 11U' S]' ].T uo em ar it a• ar ia� "-' BY a1' Im• ar IV aY TABLE l AND 2 NOTES: 1. HVH2:DEFINED ASMWAI-DARE COURTYARD B0.0WAND TABLE 3 AND 9 MOLES: �e 1. NON-WHZ: DEFINED AS ALL LOCATIONS OTHERTHAN i FLOOD COUNTY PRESSURES SHUTTER SPANIN 2. SCHEDULE' ARE MAXIMUM ALLOWABLE DESIGN LE' ABOVE E MAXI N M ALLOWABLECORDION DESIGN Q .lY MIAMI-DADS COUNTY AND SROWARD COUNTY FDRIDA. PRESSURES ARE MA MUMALLOWABL DESIGRSPAN -ACCORDIONSCHfDUIE•ABOVE 2. SCHEDULE' SCHEDULE• ABOVE ARE MAXIMUM ALLOWABLE DESIGN yyy PRESSURES AT EACH RESPECRVE SHUTTER SPAN. 3. THE 6.8 SYSTEM WAY BE MOUNTED WITH THE INSIDE AND f1 (1 PRESSURES AT EACH RESPECDVE SHUTER SPAN. IE- OUTSIDE OF THE SHUTTER BEING REVERSED, FOR EXAMPLE: 'l(] 3. NO SEPARATION FROM GLASS 15 REQUIRED FOR R IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE INSTALLATIONS IN WIND ZONES 1 THROUGH -OUTSIDE OF THE NYH2 AND OUTSIDE OF ESSENTIAL FACILITIES. SS-0.d.9B BEAM WITH THE BACI(OF THE SLAT FACING OUIYIARO. FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES 4, THE OUTSIDE R SYSTEM MAYBE MOUNTED WITH ER BEING ED. MR INSIDE AND R kYA NOTEDIN TAB M DIRECTIONTHE AS NOTED TABLE 1 AREA THE ECTION ,I . PERMISSIBLE TO Fue wFmmoN� LL OWAB ETOWARDS HOST C AND NEGATIVE I DESIGN WITH THE BACX OFTHE SLAT FACING OUTWARD. BTEIW SMUTLERSPANS ISANDT PRESSURES ARE AWAY FROM THE HOSTSTRUC URE. llA��IS 5. UNFAR INTERPOLATION EN 9. UNEITTED.MRSP INTERPOLATION NOT PERMITTED. FORSPANSBETWEEN THOSEINDICATED ABOVE. THOSEINDICATEDABOVE, NSBETWEEN TSHUTTER OSEINDISPANS TED PHE PRESPANS HURRICANE PROTECTION THE DESIGN PRESSURES F00. THE NEXT HIGHER SPAN SHALL BE �1 DESIGNFOR THE DESIGN PRESSURED FOR THE NEXT HIGHE0. SPAR SMALL USED. FTuI BE USED. I `xxxsl L. B vvvTb ive"maso xuwo,Y.e. .`QS:•• LICENSE pyL.. 7 PEO046549 : O ypN T•'. STATE Oe • • ��SIS'�ORIDP. .�i GENERAL NOTES; vvv0/VALIENG`x�� .¢4�IJCN�g 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH EDITION ((2017 FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE VARIES - NO LIMIT ��a. au; 1s1� E ZONE, AND THE INTERNATIONAL BUILDING CODE (IBC) AND INTERNATIONAL RESIDENTIAL CODE THIS SYSTEM MEETS MISSILE LEVEL'D' AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ZX �$ m lb A ME3996-09. SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION �jGJJ4UUIII �9 BB 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 IN ACCORDANCE BUILDING CODE SHADL�L OR EOQUAL TO THE POS3T(VE OR NEG�ATIVE6DEUIGN PRESUp AA TOP TRACK E's W NC D BE lESS CAPACITY VALUES o 3. 4. LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. DESIGN PRESSURES H S. NOTED HEREIN ARE BASED ON MAXIMUM TEESTED PRESSURES DIVIDED BY A LS SAFETY FACTOR. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND ZONES IN ACCORDANCE WITH ASTM E3996.09. IT IS ACCEPTABLE m F BY CODE UNLESS OPTIONAL CRITEIIIA 15 INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. W PLAN pdddj j 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED INTHE DESIGN OF THESE PRODUCTS. WIND a I'? VIEW Y LOAD DURATION FACTOR Cd - 1.6 WAS USED FOR WOOD ANCHOR DESIGN. 1 W 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 = n ¢ WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7, A DIRECIIONALITI' FACTOR OF Kd -0.85 tt r O li S SHALL BE USED. 1-,��g':n e. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMA71ON FOR A SPECIFIC 'Ti d 9. SITE. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL H w zm. A ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME z PRODUCT APPROVAL. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61(3I5-23 OF THE FLORIDA ADMINISTRATIVE CODE. Z~ ��,•� F 831 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 s R 11. THE STRUCTURAL SUBSTRATES DETAILED HEREIN. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING JL OFFICIAL MAY REQ%IRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SONED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE BOTTOM TRACK CO F F DEVIATION AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS//HER APPROVAL. EACH SHUTTER SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM �y d 12. ASSEMBLY INFORMATION: TOWN&COUNTRY INDUSTRIES LOCKING MECHANISM _E FORT LAUDERDALE FL MISSILE LEVEL D - ASTM E3886, E1996 & E330 TYPICAL PLAN VIEWS WIN FLORIDA PRODUCT APPROVAL NUMBER 13. ALL. EXTRUSIONS SHOWN SHALL BE 6063-TG ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 25 TYPICAL ACCORDION $2220 14. K.S.I. ALL BOLTS AND WASHERS (E%CLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A SHUTTER ELEVATION d d d {{ P e 15. MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 2/4'0 OR 3/16'0 5052 ALUM. ALLOY. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR N.T.S. 9 16. BOX LOCK AT CENTER OR SIDE CLOSURE. TOP AND BOTTOM DETAILS MAYBE INTERCHANGED AS FIELD CONDITIONS RE( RE. NON LOCATIONS. USE REMOVABLE ANCHORS. Qq q 17. 18. FLOOR TRACKS MAY BE REMOVABLE AT -STACKING MOUNTING EXTRUSIONS MAYBE BENTTO FORMA CURVE WITH A MIN. RADIUS OF 10'. 0g 19. 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. �mnxxaLeewovc ` 21. ALL STEEL 1N CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE 15-2338 -_ ABOVE -NOTED BUILDING CODE 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OFTHE SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE 1'AF[PB!SXIm9N BACK OF THE SLAT FACING OUTWARD. FOR THl5 CONDITION POSITIVE ALLOWABLE DESIGN 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. 93 f 23. SHUTTER MAY BE INSTALLED WITH UP TO (2) ADDITIONAL BLADES OF SLACK O7 SILL SCALE HALF S1ZE L 603" t GO" Z SB" 297' �030f1 064" —_ / 13 TYP. 6.8 SLAT/BLADE 3 SCALE HALF SIZE 19S" O HEAVY 2—LLITE 2—LEG WALL EG WALL D O5 HEAVY HEADER/SILL SCALE HALF 512E SCALE: HALF 512E SCALE. HALF SIZE SSES & FELT GROVES ARE OPTIONAL ON AL EXTRUSION T—n z a06_, I.825• OSILL ADAPTER SCALE HALF SIZE 04 17 6.8 STARTER SCALE: HALF SIZE L Ip" IOY•• 2T' 11 TS 6.8 STACK/CONECTOR SLAT/BLADE SCALE HALF SIZE L 'TTP n m OEXTENDED SILL ADAPTOR MID SILL 9 EXTENDED SILL SCALE HALF SIZE SCALE: HALF SIZE SCALE. HALF SIZE 14 CEILING HEADER/SILL SCALE, HALF SIZE 4 0.050' r bet' .630' .096' 91 m 0.115' Ig RADIUS CEILING HEADER/SILL S n 0.096• SCALE. HALF SIZE o.oeo• P b 920' Ig WALL SILL CLIP SCALE HALF SIZE 311 LITE HEADER/SILL SCALE, HALF S12E 2.365• 005' e9S• LL '^M1 SS m 4.510'--Y 72 MID SILL ADAPTOR SCALE: HALF SIZE WALL SILL SCALES HALF SIZE 15-2338 ' 3T6m i{,125' 2.OIfl'O 010-24 THUMB - STAINLESS STEEL SCREW i t ASSEMBLY HOLE 4 w m060' NYLON .062' WHEEL 1 low. .240- I,TYP AT EVERY OTHER 20 RECESS SILL FDR USE WITH INSIDE JOINT AT TOP g ANGLE SCALE. HALF SIZE NYLON WASHER OR ALNMINUM NNYLON BUSHING OPTIONAL) P. 'Nf14 . 2_3/4' 410 MI S.S `-'INSERTS SCREW W/ INTO iC ULTRACOTE COATING TRACK IT YP TOP E BOTTOM) -NYLON BUSHING W/ WASHER: 7/10'm x 1/2- Cm INTERIOR JOII4T TOP T/16"m x 1-, INTERIOR JOINT BOTTOM EITHER CAN OF USED ON EXTERIOR 24 BUSHING ASSEMBLY DETAIL SCALE, HALF SIZE I.110• 084' a93'r 993 .09o- r I 4 P N �1 3.493' .496' L75 SCALE: HALF SIZE ® AND 0 ONLY 21 SLIDE ROD SCALE. HALF SIZE j.250. 35]' kp 276' 4',Spp m o62' N .154• .137• '1 9• 26 BOX CENTER INSERT SCALE- HALF SIZE .236'��W.- T 286• iw [YLDDRR-SQUI BRASS, NICKEL PLATED 22 ROLLER ASSEMBLY KDIIiAG-Zv6 DOASTPOWDER COMEO SCALE. HALF SIZE NDTEHAY BE KEY OPERATED DDISIDE OR TNDNB TURN OPERATED INSDIE, 23 BRASS PUSH LOCK T SCALE HALF SIZE 4.000' ,SOD' b Pmj a - 224' an • — 2g DECORATIVE FLOOR TRACK SALE HALF SIZE 4; No PEOU6549 .160' Lo-1 ,062• P22'N 11. 762' I]6' „' ..-_ .I., all 2g 2003 6.15 CENTER MA 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER 33 OUTSIDE CENTER MATE 34 INSIDE CENTER MATE qq` SCALE HALF SIZE SCALE HALF SIZE SCALE. HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE: HALF 512E 4 N R q RIA, 5.500• x 13/16- VIDE A00' ry m - IDO• — TYP, a.500• �—}.669' pUZZ — SECTION A IDN�OSTHIAl SYSIEW9 35 BOX LOCK SCALE HALF SIZE T/IL"m STAINLESS STEEL NUT HEAD STYLE VARIES 30 36 THUMB SCREW If SCALE FULL SIZE .250'.r-r i 4-20a1 DR 5 15-18.1 c\ M�CHINE SCREW TAINLLSS S/If P INTERNAL J STEEL THREAD i 37 T—SCREW INSERT POWDER COATED. ERIC DIE -LAST SCALE FULL SIZE 36 T-LOCK ADAPTER (OPTIONAL) I 7D00• SCALE- HALF SIZE 3g 2X7 ANGLE SCALE: HALF SIZE NOTE: AIIAOIHENT SCREWS FOR ENO SIRNS SHALL BE 4D TOR% OR PHHIPS DRIVE SCREWS, HANO-IGNRIRDORLY N, �n 4 N .254• 00D 1@@ END STRIP 1" 2" & 3" EXT SCALE1 HALF SIZE 4 EXISTING GLASSA-%E� EDGE EXISTING GLASS slu (INTERIOR)ALT. DIR COF ANGL' L1 J X S" MAX BE REVER' :NCR 0 ,B' (EXTERIOR) �1/4-20R1 THUMBSCREW INTO POP RIVET, OR 1/4-20 THREADED HOLE. LOCA TEB Lb MACHINE BOLT K NUT 1/3 SPAN TO 2/3 SPAN FROM Ld 1B" 0.0 TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADED SCALE 3".,'-0" SB'-3" USE TWO THUMBSCREWS ON BLADES > W-3", ONE LID 1/3 SPAN LOCKING DETAILS FOR A140 ONE AT 2/3 SPAN FROM BOTTOM CENTER MATES OF BLADE, TYPICAL. FOR LOCKING SHOWN ON RANDOM SHUTTERS, A BRASS PUSH LO[K 23 DETAILS MAY BE SUBSTITUTED WHEN USE WITH CENTERMATE 429 AS SHOWN, RECEIVING HOLE FOR THUMB SCREW MAY BE TH6" -d- (INSIDE) 1" Blu N I O USE I11 BRASS I itl LOCK OR IL I'TnI-R-, ATHUMBSCREW 1 HREADEDNS AT 1/3 SPAA` I M SPN FROM BC HOLE SHALLEB MAX WIDTH, UI HEIG.1 TYPICAL OUTSIDE CORNER CLOSURE CCl DETAILS WO/CORNER POST NITS OTYPICAL INSIDE COR14ER CLOSURE CC2 DETAILS WO/CORNER POST NTS (OUTSIDE) A1Lrj�J •• ,I Y0904GRRDPAN90R IOI➢9 .tATTTM4414F���,,,111~~~ TnwfixOwxwlxosTw SOILWII. MD BIWSUO". 1'YI' Z. CDv /J10L NID 6fAx RMYAROIW NI TMC ANCHOR .w. UR41'30 pOBT0lND ND S1W. �1/4-20 THUMBSCREW \ /EXTERIOR) INTO CENTERMATES 113 \ ` TO 2/3 SHUTTER SPAN \--RECENMG HI SHALL BE 31 T011" WEIGHT MULTIPLE SHUTTER ASSEMBLY SCALE: 3- = 1'-0- U END SIRN SCNE ALE FOR KAX SPAN WKN ubNG 10a, 4H OR 4@ `FASTEN STARTER STRIP TO TRACK W/ AT ICORNERCRE W S ALTER14ATE END STRIP DETAIL I. . . . -TIGHTEN ONLYI- SCALE; 3- a V-0" ANY TRACK EXISTING GLASS (INSIDE) SILL USE (1) BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY SCALE: 3" . 1'-0" 5 2 FASTENERS EACH ANGLE — I- . 2' . 1/b.. OR 2" . 2" . 1/b" ALUM ANGLE THREE 3/16"0 ALLM. POP RIVE I OR THREE N 13 SMS, TABLE A (m) PRESSIIPF KALLOIYABIE IFNG111 ES l 1# ICY R IN• 1N' PI 119' 03' 9] lM• lF5' Ip3 110' I61Y vn Iw• ur 8T -2o BC IM• II 3/ 16 RW El OR pR I/1-2u NOT 6 bpll. Ii YP.I. 1' . 3" . .93" I. TUBE -Tb ALLOY TL.BI F A FOR SIZE. '3/16"m ALUM POP 1T RIVET OR 1112 SMS Iw itl" O.C. ITYP) - .MAY USE HALE OR FEMALE LOCK -SLAT) ) cc, eu AE V TA PPFS U_ PSF 63 31 _W R 0 83 103 IN IW 311.'0 ALUM POI RIVET OR HU 51'II CM Ib"OL' ITYPI ]FASTENERS EACH ANKLE. 1- THREE 3/16'0 ALL POP RIVETS OR O 111REF N11 SMS. T . 2" . 'IV OR 2' . 2" a 1/B' ALUM. ANGLE USE MALE OR FEMALE Lucre-sLAn CC4 TYPICAL CORNER CLOSURE DETAILS NTS C2 CONNE REFERENI \ SCHEOUL. SPACING - CI CONNE REFERENI SCHEDULi SPACING ALTERNATE THRUBOLT Clmill CONIECTION 1TPE REFERENCE ANCHOR _ SCI IEDULE FOR MAX, -�� SPACING III FRANK L tlENNMW_. P.E. rPMRw% `ST`�,LI�ILT•1111111/ ..,. QS p+\.``•LIE _ 12L-2o FSAY(01RF a{,�OOa654 W/NUT(O 2-;OC•R1R ul:O�{ GNN nl/. SM C,_o DC ITYP. TOP$ �OTTONI p0_•••. STATE OF4`w=_�x U m r WASHER (T YP ) 15 41403 4 - SMS Ib 9- O C ANGLE TO TUBE CONNECTION 2" R 2" ..135.. 6063-76 ALUM. TUBE CD ALTERNATE BUILD OUT MOUNT SECTIO14 SCALE : 3`. 1'- 0" ACCORDION SHUTTER I I N PER PRODUCTAPPROVAL-. ANDOBOTTOMP E ANGLE FASTENEDTO EXSTING 3 KSI '�NIIEDUSTING O ANGLE WEB'I/440 t t ' 6 C4 CONNECIIM TYPE CONCRETE HOST ACHINE ECREWS AT 3' FROM ENDS AND 9. O.G REFERLNCC ANCHOR STRUCTURE WITH OR THE BALANCE SCHEDULE FOR MAX. V,•0 ELCD ULTRACONS y§PACING AT 3•FROM ENDS AND CONCRETE u 4. O.G FOR BALANCE HOST STRUCTURE 130DO �E%ISTING _ MH L%- MIN PSI MIN) EMBEDMENT AND 2SS' SEE TABLE C ED. MA. SPAN ANp PREBSUNE5 CON(RETE� DISTANICE, GEREDWBRI3- BGE LOCK OR WOOD FRAMING LE INSIDE SILL MOUNT SECTION STAGMIN sTAGGEREO W,TYP. MIN: SPACING, ttP.O SCALE,NTSBUILDOUT MOUNT SCALE �'3". P- R" 0 N Nma, f.L. CS CONNECTION) TYPE 9owsi ot _ REFERENCE ANCHOR EXISTINGSC `AAAAL11111 F 9x f01I65711 m]G: fLS16716L SPACING FOR MAX. STRUCTUREISSSINIS �s GLASS E 6 S w c Y GLASS 2E Raft „( Cl CONNECTION TYPE 5" MA% 114-20 MA �BbL .•• N OR DOOR SEE TNIfE 1 L' - OR DOOR [•� 6 fOR HNR 6IG MN12 w ¢ m REFERENCE ANCHOR W /NUT [0 jE'�I. OR _ r m m w ] SCHEDULE FOR MAX. 1 014 SM5 6L C NOPE00 6549 - STE IA&F 2 S Q 2 SE ROLE 2 �_ m O p SPACING W ? _ Itli uW. 13 XX,wpp SEPceiWY.IWII 3 � ITYP TOP_E�BOTTOMI .A. _ 1/4-20 iHBO BOLT WI SLPJ IfN XMmW to MSS MIj�V IO CLASS Qf¢� N12A 1/2-SMS.012"O.0 Xz Zm ip •. V4 LOCK NUTI 12"O.L OR Lrwm tlR3/16"B ALUM. POP yw QF rq /'�� ///---111 2 1 STATICa1 S x 12x1/Y SMS Cy 12- OX ES pFy UA/R`o�OJ •• •m OR3/16"A, ALUM. POP u r RIVETS pJn"0[ OR "OC £� w u 0 ® ((�� FLOP B ] ALUM POP RIVETS N 12"U,t Off S N N0 ALUM PPF4 ES �x E - NS/ N yp ON l/4"V ALUH POP PIV FLS / m 11 AND a r21•Y'Y/III NI 1 OW 5 0 12" U C E.S — 1/L" MAX, FROM PIN FOR 651 VL" MAX. FROM PIN ASSEMBLY (3gSOG 13 r S J Ip 09 ANDU / GUIDE TO BUSKIN 1/2- 1/2-TYP. VI BSHING 1 Np� y �Qm W- WASHER ITYP.) Ilj—'E =F ts ASSEMBLY -�— WASHERITYP.1 GLASS 6fORnN1i o„w N9it / 1/2" TYP EXISTING CONCRETE. W 4 CONNECTION TYPE OR DOOR �1II SD; fA&E 2 WSIU s� BLOCK OR WOOD FRAMING EDGE REFERENCE ANCHOR u TOR W1L a z. z G 3 CONNECTION TYPE _ DST SCHEDULE FOR MAX. °O� p pC. YL; SCHEDULREFERENE FORCHORMAX 4 CONIECTION TYPE N DIAGRAM ON PG.SPACING AS 101b�- / OISi. SPACING AS SHOWN REFERENCE ANCHOR { \ L­C3 CONNECTION TYPE IN DIAGRAM ON PG 101 SPACING[ FOR MAX u m iL REFERENCE ANCHOR SPACIrvG AL1 FASTENER t61�y1 EXISTING CONCRETE. LOCA110N FRONT AND W Ct R 6 R SCHEDULE FOR MAX BACK ANCHORS N07 REWD 0 LOCATION A R NT AND PN BLOCK OR WOOD FRAM GUIDE TO FROM PIN F I � � WITH THIS LOCATION C1 CONNECTION TYPE - -- GUIDE TO BUSHING / ® BACK ANC FRS N AND I / �'N WITHANCHORS NO1 Rf0'D INSIDEMOUNT SECTION REFERENCEACHOR - WASHER ITYP1WITH THIS LOCATION B SCKCOVLE FON MAIOf 10 SCALE 3 i- 0" SPACINGNG HASHETYPE R �/A'��INSIDE MOUNT SECTION REFERENCE TIANCHOR �1 I l Y I IITY.1 S--' .SCALE . 3 1'- 0- SCHEDULE FOR MAX ILA y�y \ EXISTING CONCRETE, SPACING / NOTE. FOR BE T AILS A. B, 0, AND E ON TY05 SHEET, BLOCK OR WOOD FRAMING EMBED, pbg� THE BASE TRACK MA BE INSTALLED IN SECTIONS z P d t A MI MU GAPS, PROVIDED THAT EACH AND IS 11 O BUILD OUT MOUNT SECTION A MINIMUM OF TWO SETS OF ANCHORS ANI IS CO TYP BOTTOP MINIMUM Of 12" BASF THE SILL OR CEILING CK fLOCK O WOOD SCALE .3"= 1'- 0' USED WITH THE BASF TRACK MUST BE C INUOUS BLOCK OR WOOD FR INS E 1 OVER THE GAPS BETWEEN SECTIONS XISTING EXISTING CONCRETE. STRUCI ORE pp BLOCK OR WOOD FRgHIND EDGE IST: 4 CONNECTION TYPE CZ CONNECTION TYPE W/ EXTRUSION E2 I; g EMBED I C.UNNCClION TYPE REFERENCE ANCHOR EMBED, {5 CONNECTION TYPE W/ EXTRUSION El R C I FE BENCE ANCHOR W SCHEDULE FOR MAX REFERENCE ANCHOR 5( SCHEDULE FOR MAX u SPACING SCHEOOLE FOR MAX O •S SPACING AS SHOWN S 6, SPACING C �c IN DIAGRAM ON PG 10)112- t 1 /:I.RO 3 4 N L GLASS �1 III Cl a OR DOOR 610R XNO 1 r t o¢ w 55 55 '. W EE 1/2x12 1/ 5@12" SEE IA C OR E INIL2 • ] zwW (� „I Uw]]a as Q Ef9 W I'I".3/16" n UM___ RP mL OmJ 13 rvlxop - -33 , "\ S� POP RIVETSCw6"OC O m GLASS OR ]i�i•' p �L/ 1 1 EON r'wq N,m.,OR AL UM POP jP ¢Q`C DOOM Y.fM NII1-ONi iaaCU !. S UOr ET GLASS L z z.T. ;• FIVE 12'O.C. E w,/I COT YM yw yQ OR SS ICR ul I-om HPMAL6f Xz Xm fill yp MN IT [y(EJ/11A0�1E2 X1ozy+ IO CUSS E�oNr C �12 1/4-20SS MACHINE WIWIID— 'I uNY OANDOB 1/4-MAX. FROM PIN SCREW A NOT C. LLSS 2' 11/2" GUIDE TO BUSHING AlL ASSEMBLY 1/Y' 4'U[ -\ y p T P. WASHER ITVP.I al w Y1 1%L- MAX. FROM PIN 11II p8 pqy 1/4" A PRGM VIN [I f� X GUNS R BUSHING W 1 CONNECTION TYPE 1/2" GWO 0 BUSKIN B Q 1 R 3 WASHER (TYPO nX y WASHER IF DOGE 5 EFERENCE ANCHOR �0 ��� fp 19 EXISTING CONCRETE, b151 SCHEDULE FOR MAX C5 CONNECTION TYPE W/ EXTRUSION (l2 aM1YaxWLIL®WIm2 BLOCK ON WOOD EXISTING CO.,Rf SPACING AS SHOWN 5 CONNECTION TYPE W/ E%1RUSION /'1 N FRAMIIJG BLOCK OR WOOD FRAMING 4 CONNECTION TYPE N DIAGRAM ON PG. 101 REFERENCE ANCHOR 15-2338 © DR - SCHEDULE ANCHOR SCHEDULE FOR MAX 3- w 3- . V 4' CONi < CONNECTION TYPE P12 X 1/2" SHE @ tt" SCHEDULE FOR MAX SPACING �LXI L063-TE ALUM. ANGLE REFERENCE ANCHOR O.C. OR 3/16"tl ALUM SPACING. ALT FASTENER EXISTING CONCRETE FA°�OnoL IMAY BE REVERSEDB LOCAI'NN. FRONT AND SCHEDULE FOR MAXMA% POP PIVOTS 6" O.C. BLOCK OR W000 FRAMING m SPACING OR 1/4"0 ALUM P BACK ANCHORS NOT RED'D I AS :MOWN DASHED) WITH THIS LOCATION RIVETS Cd 12" O C 93 n WALL MOUNT SF.CfIOIJ O CEILING /INSIDE MOUNT SECTION O WALL BUILD OUT 1-1 -stALi . e r- o- SCALE 3 r- o^ SE TION �LI/ SCALE 13". 1'- 0" ICAR AS, MUTUAL FBBIBFS HE MB¢ 4 a FOR UAB? SEE LAME 2 EXISTBJ GLwSS 'a Twt YYNUIIOI UH IO �+ IT STRUCr a Ra5) 13oti ODOR R LT.. r o - V p 1/4"P ALL _ _ POINTS SOLID H1uIq X.N� ITSETET ANCHORS EMBEDMB"MIN— WIT/� 2 IIJ CONCRETE OR 1 u BLOCK, C ru 3E i/N DLUCIN3"MIN EL SPACING AND p I z 3" MW EDGE 1JJ f I pp1 J �T p—xa W DISTANCE. a _ EU 015i ` O - 1/4"--} PIN GUIDE I \ TO BUSHING TO B SHI G WA WASHER Ii YP.I SS Two ICREWDDB OR DOOR OR DOOR LAG LAG SCREWS H OC MAX. WITH "TION P T INTO CENTER OF SIDE)5 3. MIT. ET' a. OISI EHB "T014 EMS & MIDSPAN BETWEEN STUDS FOR TRACK 7111 H 4" PLYWOOD 6 1UBE CONNECTION STUCCO FINISH T' A 4 A I25" 60G3-T6 ALUM TUBE 1 MI5 DEIAIL TD BE US[D WHEN STUD SPACING EXCEEDS THE HA X. ALLLTWABLE ANCHOR SPACING, OWALL MOUNT SECTION TIRE DETAIL MAY SCALE 3'A I'- 0" ALSO BE USED AT TOP T LEG DIRECTION II (2) 0063-To ALUMINUM MACHINE ANGLES PER BEAM ENO BOLT W/NUT SIZE PER SPAN TUBE (d IT O C OR SCHEDULE N14 A SINS 6"OX O.0 ACCESS ?r 1/4-0 TIRU BOLTS SEE BEAM SCHEDULE FOR FNo t ePART11BESCHFOULE ALLONABLENBE NUNBENOF N�ER" ^ ARCµ�+ TIME BPE SKITTER WAR 9P.W TIVBHOLTS GUE .CENETbRIOP lly�+/•••__ TOP BOTTOM TOP BOITOIA TOP BOTtp3 TUBE TUBE TUBE I TUBE TUBE TUBE TUBIf/ / ,j46y w uxC 1Y•.r x 1 z z 3 J• r �• IOO.P 2 3_ Y 0.12s• - t2T• _IOLr - S _ MA. _] 3 _ ] 3 3 _ 1' 1• W 1xi.1• IFFw 2 2 z 3 4• r Ya01 BAH• P6' 1M.B' 121.1E 2 2 3 ` 3 '/• ` 1• 122r KEEP IMP 2 z 4 1 16' IV ,�* eB• +39P IBB.v 2 z 3 3 r r %Iw BY WIF tbb.r 2 2 3 4 T• IV RT H&e IMP 2 3 4 B +B• Ir —bY IS+.r 2MP z x 3 4 r it ryln be016• N _ IiQe• _ _ 90.v _ 2 __+O'_.. �T]• 1M.Y 2111E ] 4 6 T IY Ir ANCHORS 1 'II T/B" MIN. '- TEDMENT IN ., \ - ' SPAN TUBE PER DESIGN SCHEDULC JCRETE OF ICX, 3" MIN VL-20 OOLT ICING AND i" Y` @I 6663-T6 LUH INUM BE, Z"1JE W /NUT Cd 1?" DO EDGE I^ ANGLES PER LEA END. DR N14 x ]/4" SMS C. 1 AIJCE SIZE PER SPAN I DEL 6" RIC, F%ISTING S IFNC TUBE SCHEDULE ALT LEG DIRECTION ACCESS MOLE enneD MAX DESIGN LOAD a i'13 PSF OOEAM SPAN SFCI'ION SCALE . 3'. 1'- 0" FOR !07N-Ey[f&Aj OR DOOR (LOUD![$ SEE TABLE 4 a_ rNl ININ SEE TABLE 2 13 1 FIT, OR SEPARATION ITT N II CLASS X 6 £ vI S 1/4- MAX. FROM PIN GUIDE 6 10 BUSHING WASHER TYRA TILE MYP.1 /U // lA • fIN151IMATERIAL `3/Y PLYWOOD 1/4"0 A325 GRADE THIRD BOLT C T" D C OR 5/16"W A325 GRADE 1HRU BOLT (N J2" OX GALV. OR 5.5 1/4"W ELCD ULIRACON TD COWCRETL'/CHIT 5" LI C Y//I-1/L" MIN. Emb OR 1/4-w Lwfi SCREW ETI 4. 0 C W/1-71O' MIJI :MD.IN WOOD SG,0A2. 10 0.55 JG CONCRETE. j BLOCK OR 2" A " H 1/b" CONE S CHU SEE ALUM ANGLE(6063-T6) I S 'E OFF ESTRUCTURE OM PASS THRU DETAIL (MAX DESIGN LOAD A T2 P 5 F 1 SCALE • 3"- T- o" EXISTING WOOD TRUSS OR RAFTER (d 24"MAX GO— EXISTRIG FINISH 1" A 4" H 1/B" 6063-T6 ALUM TVOE W/ TIJRE[ [/4"0 WIIDO LAG .BREWS WITH!-3/4" rN MINIMUM THREADED / RENOIR. "T' IN WOOD EACH RAFTER OF TRUSSI, 24"0L. MAX WHERE I TUBE EXTENDS BEYOND \\ II LAST TRUSS FIBRE THAT 6 EXTENU TUBE TO NEXT TRUSS \ (MAX DESIGN LUAU . 72 P.S.F.1 SPAN TUBE SCHEDULE NPUSI L. USLT11•X3'E174.OR31S'Eli4' ANGLES FOR 215E S 216E BEAMS. 2. USE 21S11NA ANGLES FOR 218E B r9lW BEAMS. 3. USE BEAM SCHEDULE FOR DETAIL]. 4. TOP A BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS. WHERE USED TOGETHER, BEAN MUST BE LIMITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID -SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BELOW THE BEAM. MID -SPAN TUBES SHALL HAVE TOP SEMI LIMITATIONS (INCLUDING SPANS ANCHORS, ANGLES AND BOLT51 WITH THE SHUTTER SPAN TAKWN ASTHESUMOFTHESPANSAB �EANDBELOWTHEBEAM, fi. LAP BEAMS ARE NOTALLOWED. T. ALL BEAMSANDANGIBSTOBE6053-16ALUMINUM. D u C PL R1R� lG I L L Hw 2" a 5" R 6 w ALUM ANGLEGLE WC/ THREE HmOo� RWOOD LAG li 1 T SCREWS IHRIF -3/4" SCREWS THREADED EA 2 u W MINIMUM .:C., X w 0 EACHPENER FTER OF TRUSS. EACH RAFTER OF TRU55. •L�ou�L 2' WHERE M A4GLDO EEXTE DS 4 LAST TRU MOREBEYONDAN LAST TRUSS THAN D ANGLE 6'. EXTEND ANGLE TO NEXT TRUSS MOUNT SECTION OTRUSS SCALE . 3"• T- V" D N 15-2338 8 dl OR / 1/4-m IAPLON 0 24" G C. WITH 1-1/4" MIN 11 EMBED %£ E%IS TING CONCRETE OR / \ BLOCK ONLY. WOOD \ FRAMING E WOOD ANCHORS FRAAC6 / LC \ DIST O RECESS SILL DETAIL \1/ SIALf 3"a 1'- O" I L � / JII 1/4-MAX. FROM_ C FIN GUIDE ID ' BUSHING WASUER I ITYP,I / TYP pDT fOM 11,14 M DU OFIWOi TYP. SECTION FOR SHUTTERS P1 SL'AEL !' - I'-D' * No E 15-2338 9 ®I CONCRETE Most smucT. 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T4 a_0" CONN E n TYPial C31 IC5 2`P303 uPSP all" CONN TAPE Cl I I n u tl a§wn"P Ta 13-41• CONN TYPE Clc2 I W 8 /4•P)WF0.5TPPERrW/ 1AH' FMBFD U 6x"00/ 63_1.5 )2 110 5.5T /" p Q 1115M5 W/3'ETEWALL ARMOR INSERT W/1-1/1• EMBED �� Q=1 10 I60"160- B.5` B5" Ib.O" U.0'13 D' S0' S.0" 12.5 >.S• ZS" JO" b2 19.5" 14.5" 6.0" 6.0" 14.5" 9.5^ 10.0" e.0" ].5" 6.0" SA" 4.5- / /// 3.9' )3 IIO ]OG 13.5":13.5" ).0'-!).0• 3.5•12.0' 5.0• ].0• %%%/%/ 1.5" %, 11.0" �.0• ].5^ 4.0• J.5^ T.5" l.5" J.O" ].0• ].0' ////fir / e.5" j/ e.5' 2.3• 3.5• VIP // r ANCHOR SCHEDULE: GROUT -FILLED CONCRETE BLOCK 4• MIN EDGE INSTANCE P, rs LOAD O SPE^6 4P_L6_0" SPP.n2S10 To ¢''9" Sggns Up To 13--G' S' MOOR D CONN)YPE Cl a ( C3 I CA CS CONN CI 1 C) ME 1 n u C5 COHNTYpa C3 I a tl Ce CS 5/I6-RWTAPC0NELW/ 160"160116.0. 160'1fi 0. 160" 160"1160" 15.w 160 Ifi0i160 IDS 95 I55" _48 61 160160�16.0'160.160"160 16011E 11.S�160"160"160"_BD 1-Ip"MIN. EMBED )2_160 160 1fi.0'155 1811 180", 160 105 usJ.E 5 115 115 65" 55 80' lla 14.0" 16.0" 10.0' D.0" Il0' 14.5" 12.5" 6.5" 5.5.5•' 200 11A" Ia.O. 1 4.5• 6A" Ia.O" 10.0" 5.5" 4.5 5/16• ELCO ULTMCON W/ 48 16.0. 16.a' 133: 3].5` 16_0" 16.0` 16.0" B.0" ).51-1/1`MIN. G EMBED 62� 160 160 9.5• B.5" 160' Ia.O' 12.5^ 5.5" 5.0 BO• 5 ON R 110 t6Y"160 BS BS'/ ].5" )O L40]]10' // 5.0' 9.5" SS/ 95' j%,/ RA WE I.E. 20I j// -2" MIN 906E DMAMCE CI a a C9 CS Cl a C3 C9 [5 Cl a Cl U I CS _ IB l60 160 105"�1.'i 05 160 I60"LL160 65 fi5" I60 135 135" 90' ]5' 7.5' 1125M5 W/2'EYEWALL ARMORINSERTW/2-EMBED-62 Ifi0 IS. >5' Ifi0 155.4160 50 45" l05 90 BD" 30' / {0' 12 Ifi0 160 65.0 I60 l35"�135 40 ] 5 )S 65"�/// / 4.P O115 115 e.0'5 )0 ].0 60 / / ]S 60' S0 r Z06 0�• q 5.0" �: ND :A� •. ANCHOR SCHEDULE: WOOD (G=0.55) ;'.,S.F 3/4 MIN EDGE DISTANCE / -.. _.... rr Scans COxH B0 To6•-0^ TYPE Bwne COnM uyiot4.5- AMCN00. 1� Cl 6. a G c5 a' 6. a Cs. IC3 a tl.S CSIp' UG SC0.fW WRH 1-J/1 eB 16.0" 16:0" 11.5" INS" 16.D' I6.Y ).5" 16.0" 6. 16.0" 16_ 1:5" 62 16.0'16.0" 6.5" ___ B.5" __ 16A" _. IS-Y 16.0" .._.___.____..._ 16.0. 5.5" EEO'RAW- 16.0" 15.5" .__..-_.MINTNRESDPfNETMTION .... 3.6° 9.5")2 160" 16V ).0" ).0" 16.0" 16.0" 16.0" 1.5" I5.0` 11.0" 12,5• T ].0` ].O' ].5"330 I6.0` 36.0^ 1.5" 60" 13S 11.0" I2V 3.0• ].5' U.5. 9.5• 2.S 2.0- 6.0•200 INS 95 25 115 9S 25 fi0 I15 95 35 20" 60"1/18'W000BU9MING WrtX 96 I6.0'160 95 95` 160 I]0"130 1)D )SL33-MIN EMBED& IH-20 . 82 115" 145' 6S &0_ 145° 6.5" 10.0" A.S B.5' 6.5' S.0" LS" 3.0'I--SS MACHINE SCRfW ]} ].5' 11.5 5.5" 5.0• II.W 7.5^ ).5^ 3.5• 4.5• 4.5" 3.s" ].0' 10•110 ).0" ).0" ].0" 2,5" 4.p` 40• 35" . }.0" 3.5" ).0" ° l200 )V 10^ r , ME M/ J.5. YO_ //�l r ].5 3V L I14SSMS014WOOD SORE BOWERS qB 16.0° 10.0' 13.0" I3.0" 16.0" 16,0' I60" B.5" 16�0" 18.0" 16.0" 5.0" 5.0" 12.0' Op 1/e' TAPPERY WDH la v Nw TNxE.10PENETRA 616.0' I6'.0"D.5" 95" I6.O" 16.N' 16.0 60" 16.0` IYS' 12.5" 40" 3.A ).S' )3 16A" 16.0" B.0" ].5° 16.0" 16.0" 16.0^ 5.0° 12.0' IL5" 10.0" Js' ).0" 60"110 ION 16.0` 16.0" S.D" 9.5' 10.5" II.O' 9.5^ 3.0• 6.0• 9.0' ].5` }.5' }.5• 4.5'30D 9.0" ].5• 2.5` 1.5• 4.5• 9A' ].5' 2.S^ 44.5• 9.0" 7.6` 3.5' 2.5- 1.5^ ANCHOR SCHEDULE: WOOD G=0.42 _ 3H'MIN EDGE Dmmu y .9 ANCHOR LOAD (Pei S,bni_URTp60 '-" CONN Me LY n I n u cs Spins CONN CI C2 Up To W-8- ME 1 C3 I G I C9 ;;,ans CONNTYPE cl n UQ, o'L13',0" - n ca C5 1/4'IAGSCREW WRH1.3/4 i0 16.P 16.0! 9_G' 9.0' I6.O" 16.D" 16.1" 6.0" 5"" I6.0' I&0" 1b.D' YS' YS 10.0• MIN THREAD PENETMTION 6I 16 D'160'65 65 160"Ifi0160'45 10 1)5115105 25 2.5' 60 p lt=aw ttE✓ T2 '220150"ICY ay 160•ifi0 >5^ 6.0 55 06' 2o_// 55 30 I60"I60160"]s 90 IS 90 is RD 6o" 10 ]0 35 2a / 100 so">5 90 95 ]5 00 80 60 25' }0'/ 20• 30•50" O, LD 4.0" " g i 114 SMS 14 WOOD SnF OR 114'OOWIRETAPPER, WItH I-]//4' MIN THREAD PENETMiION GNN,E-a 48 16.0• I6.0. 9.5• 9.5^ 16.0• I6.D' 16.0. 6.0• S.V 16.0' I1.0' ILS ].5• ].5• ).d 61 160'I60 )0• 65" 160 140`IS O" 45 10" 9.5" BI_ ].0" 2.S I.S 1.5" >2 IIO 200 160"160 to 5°100 5.0• 1.5^ s5 35 1A" Ss" 30" :�/ 160 60 2.5" I10 &5 5.0` HI: 5.5° 9.Y 35 20 1.0 3.S 2.0" >.0 3_5• fi_- 50" SS', 4.5 3.0" 2.0' 2.0 / 3.5" }5" // B.S 5.9' 9.5' 2.0. 3.S ANCH00. NOTES: SEE SNEET 10 FOR AN[HOR NO1E5. .0, I rLIGHT-N-VIEW WINDOW M1N.T.S. SABIC PLASTICS SIX1031T-UL-9411B rrRECTANGUWt INDOW ASSEMBLY EDGE OFACCORDION '1— SNORER BLADES ava RECTANGULAR WINDOW r ROUND WINDOW I ASSEMBLY EDGE OF-DGJE OF ACCORDION SHURERBLADES pp =�OF aNm ROUND %1 BLADE W/ ROUND WINDOW 13 N.T.S. EXTERIORELEV f-2.210'—f 12' MIN FROM EDGE OF SHUTTE .TOP OR Dollop ``�1�•`IC FEpn _ LL�• No PEOWfiS< Q�x'�� I f.Pn STATE OF t1 ?a PER EVERY OTHER BLAOEI z LIGHT-N-VIEW WINDOW 13 N.T.S. EXTERIOR EIEV 1.500E X .000' F6OIE LTO RECEIVE RECOUT t WINDOW pSSEMBLIT MAXIMUM OF 3 WINDOWS ,161E PER EVERY OTHER BLADE .093' 1 .020' 3 RECTANGULAR WINDOW 13 N.T.S, fXTERIORELEV r -- —f�OlaDm RECTANGULAR WINDOW NDTES: (EXT.) RE I 1X5' 3. THE RECTANGULAR WINDOW SHOWN IN SHE MADTAN FROM GE DLIOOW SEXAN NI 0.075' MINIMUM THICKNESS. 2. FRAMEFORRECTANGULARWINDOWMAY BE NYLON 6 OR POLYCARBONATE WITH A MINIMUM THICKNESS OF 0.161'. ATTACH TO BLADE WITH (6) IO SS SCREWS OR .355 BOLTS WITH NUTS. SECTION A -A �a1 BLADE W/ RECT. WINDOW 5 RECTANGULAR WINDOW S3 N.T.S. EXTERIORELEV 13 N.T.S. EXTERIORELEV 15-2338