Loading...
HomeMy WebLinkAboutPRODUCT EVALUATION REPORT�_� . ■�. ENGINEERING EXPRESS® l PRODUCT EVALUATION REPORT ENGINEERING EXPRESS® EXPERT PRODUCT EVALUATION REPORT August 4, 2017 Application Number: FL13757.1-R6 EX Project Number: 15-2338 MProduct Manufacturer Town & anufacture Addr Address: 0 West McN es SCANNED b Road FL Lauderdale, FL 33309 St. (U�8 County 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 6: 1:006, F.A.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 #16-2338 titled 46.8 Accordion Shutter, sheets 1-13, prepared by Engineering Express, signed 8e 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. Kuri, PE) by Construction Testihy Cw*ration (CTC). • STRUCTURAL ENGINEERING CALCULATIONS �QQQ-�lgirtgjgyt a 8§I Valid for Structural engineering calculations have been prepared which <C':'pages 1 -- )Lr 2 evaluate the product based on comparative and/or rational I t9n4fi54 analysis to qualify the following design criteria: 1. Maximum Allowable Spans 2. Maximum Allowable Design Pressures 3. Minimum Glass Separation rdnk£?8erfifardp;_ 160 SW 12TH AVENUE SUITE 106, DEERFIELDD BEA b PHONE: (954) 354-0660 - FAX: (954) 35 ENGINEERINGEx PRESS.COM .ewemawu.cw,aoi>,unw.ru.w,envrti wnmwriaonam moanmirwmrrec�swmnrmevuaw.�mc EXPRESS° August 4, 2017 Town & Country Industries — 6.8 Accordion Shutter Page 2 of 2 4. Anchor Spacing S. Anchor Capacity No 33% increase in allowable stress has been used in the design of this product. Separation from glaring 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 -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 $W 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM vrvumwna, u,avmnmlmx. r u. wwn „u,u.� wn mu r,mmn sm mwroamwvwn,ec uom+•msevKauw.,mc TABLE 1 ALLOWABLE SPAN SCHEDBLE FOR USE WI HIM THE MINE M Q POSRIVE HV16 FORTNE WIND HAW OFSIGII WWO LO.N WIIH LOMWTIH], CFHIFAYATA HFMLON WH'U uNPN1E I—. ,yy LMDIPSF) G) CflOBO 'YODIfIM ©A O fAN01TION!, lm' Im• IN. MO 30A Iw Aw IAr ur law IN. IN. o __ 45A 131' __ NY _ 1m' A!A 1}1' 1N' 1EB' m.o __ __. _ _ I3r _ _ lar s6A Im 13r____I. mL __i-2 _ 131- 131 eaD —ia1• - 1aP I,V tAr __...S6.u._1--iie __ _TaB— 37o 1]A tlr 13P _— 13V MA 1lw 12r tro' fi5]— tA' l3 Y GYD �llr 1 Air Air I21— BS.O tto- —tom- 1IV IIY 11!' 1NA I Im DA I Sir llr 11DA AI 1m m' Sir_ ttw 1150 _ _ _ l Im'_ _ 1W' _ _ _ 1310 PB' 110A i1• I16A Br Iwo or 104 - __ _�—_— _ __ fir— Iwo_ _ OW IN j tll' _ i3DD________r. - !e ___Tep _____..T.___.. T6• _BUD— __)1• UISD _ Tr HAD —. _—TC 1950 m• AND m' .8 ACCORDION SHUTT FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE2 MINIMUM SEPARATION FROM OLASS FOR USE WITHIN THE-HVIIZ YHHW BEPNNTIpI POSE FROM GLABB DEBI011 FYESBURE IP6FI SHUTTER SPAN MTALLATMN4 DLSTAUSTKW6 iWABDVE -WADERS GRABQ GRADE INLI IWI ".3 166• 6.1• 36• 6w 3w So- u• N Br fro'.._..___ _ _ ib• e.r aa• so- Ap i.r w• 9A— tb m• ap 1p ]P Aw 2r I3r er 2Y 6.r IV NIP BO 3Y P4• :D• tr ur =ue• 3w zD• m 12V —AD' 3.6 13r &r AV EP G.w IT Br AV Ip m 1N• Ap AT 131• A, }6' eo• Ao- 1.r TD 64ri.'im er Aw 1.e• - Ap 1A� 6T' ��— aeP` Bw AG• tt & Ap r N BY 3Y A.r lir AV Ad• Ow_ __IT___ Aw _ a• P }3` mr BO'_ AV IV ' +m• —_ ii•— _ si• •• fOR BUIWOUT MOUNTMAXIMUM SPANS AND PRESSURES, SEE TABLE C ON 511EET 6/13 TABLE I AND 2 NOIES: 1. HVHZ: DEFINED AS MWII-ME COUNTY AND DROWARD COUNTY FLORID& 2. DESIGN PRESSURES SHOWN IN 'ACCORDION SHUTTEfl SPAN SCHEDULE' ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN, 3. 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 BACK OF THE SLAT FACING OUTWARD. FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES AS NOTED IN TABLE I ME IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ME AWAY MOM THE HOST 5TRUCNRE. 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS 15 NOT PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE USED. +• FOR BUIIDOUT MOUNT MAXIMUM SPANS AND PRESSURES. SEE TABLE C ON SHEET 6/13 TABLE4 ALLOWABLESPA SCHEDULE ❑M ASTM E9SENTIAAL-FACILIIIEBOILY _A PCADNE DESIGN FRESNiE (PSF) 6SHUTTER YW W W BEPNNTILN i FImYf[A55 WBTHIATgN4 I N4T/ ..B [WABOVE 33AWWG BADS OFAAE INI I INj w 3.1 1.P _ W _ 3.1' 1A' 13R' il' 1T tm• 6B• iY A] Ew 11 w! — 13' IN- 11' 1-0 Iro' Al- I.r y ]YI 2r Be• AY m m• or 3d' lv +M• Ar Ap N Ar zY +3r 6A• 1r Iw !.1. 62 m m• IV I.I. W Al- IV tm' Al- 3.1• Im. 31' 3.r 1w• or or TO m• xr A.A. &' 1r _ IA•__ Pw 3.1• IY' 11 !A' A8 AllBB n' lr Ar 2r 1N I Dr I a 6B• Sr ITD or or 11' 1T 6r 1r 1°• _ 3Y 13' tro m• Bar A1• IS ai• ar 1.e� B'9' xr _ `ie• ' tm• At• lw No PE00465 s sEm ;:SiA1E OF � Wlp I S1S1�`�oRIOA� � ��rL� 8 'TT�NAL EN l0qi6` W �9 m , TABLE 3 AND 4 NOTES: 1. NON-HVHZt DEFINED AS ALL LOCATIONS OTHER THAN MMMI"DARE COUNTY AND BROWARD COUNTY FLORIDA. 2. DESIGN PRESSURES SHOWN IN 'ACCORDION SHUITER SPAN SCREDULE' ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SNIPER SFAN. 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND ZONES A THROUGH 4 OUTSIDE OF THE NYHZ AHD OUTSIDE OF ESSENTDLL FAOI1itE5, 4. THE 6.6 SYSTEM MAY BE MOUNTED WIT111ME INSIDE AND OUTSIDE OF THE SNIITTER BEING REVERSED. FOR EXAMPLE: IT 15 PERMISSIBLE TO MOUNTTO A WOOD OR CONCRETE OEM WITH THE BACK OF THE SLAT FACING OUTWARD. S. LINEAR INTERPOLATION BETWEEN SHORTER SPANS IS NOT PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE M M HIGHER SPAR SHALL BE USED. GENERAL NOTES: 1. 2. 3. 4. S. 6. 7. B. 9. 10. I1. 12. 13 14 IS 16. 17. 18. 19. 20. 21. 22 23, TOWN & COUNTRY INDUSTRIES FORT LAUDERDALE FL MISSILE LEVEL D- ASTM E1, E1996&E330 TAS 201 202 & 203 FLORIDA PRODUCE APPROVAL NUMBER ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM FY OF 25 K.S.I. ALL BOLTS AND WASHERS EXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE SIREN H OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 1/4.0 OR 3/16.0 5052 ALUM. ALLOY. ALL SHUTTERS SHALL HAVE A LOCKI-NG MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR AND LOi L VARIES - NO LIMIT TYPICAL ACCORDION SHUTTER ELEVATION N.T.S. No PE00465J8 � TRACK TTOM TRACK Is 7 15-2338 No 4004 � H� 1 QII 90• = Nl5„l TYV 161s•• O7 SILL gO SILL ADAPTER SCALE HALF SIZE O HEAVY 2—LEG WALL O LITE 2—LEG WALL SIZE SCALE HALF Sf SCALE: HALF S1ZE SSES & FELT GROVES ARE OPTIONAL ON y EXTENDED SILL SCALE HALF SIZE G 1O1' I f0 YY5 !l4' 4 II 0' "S• 04 i" ZSd" I99" 21• r(C17 ISOH.u30R OSA" 0 2"T410 � TYP. 6.8 SLAT/BEAD[ 68 STARTER 13 SCALE HALF S2E 5CALE HALF SIZE s,o.. .alo•N .oeo• N zT.1 14 CEILING IIEADER/SILL 5 6.8 STACK/CONECTOR SLAT/BLADE SCALE: HALF'SIZE 1E SCALE. HALF SIZE I.105' 'TYY 1^ �i f n 9. i10' IO EXTENDED SILL ADAPTOR SCALE. HALF SIZE O5 HEAVY HEADER/SILL SCALE: HALF SIZE ME LITE HEADER/SILL SCALE+HALF SIZE MID SILL MID SILL ADAPTOR L CALF HALF SIZE SCALE: HALF SIZE Mc o.9eo• 682• 096' "A2 ' O.IIS' ul lg RAOIDS CEILIIJG HEADER/SILL N 0D96• SCALE. HALF SIZE .100' O.oBo• a 420' lg WALL SILL CLIP SCALE HALF SIZE WALL SILL SCALE. HALF SIZE tI 3ZIS dlbN 31b15 52 I, Ar a 9215 41vo 11v]S V 1X3 £ OR Z -� 31ONV /XZ 6£ 321511VH 3llJ5 l dINSSQN3 W { .000'[ t (IVNOl1d0) a 9904 o0b •bs9' '" a N31dVOV NOOI-1 9£ Wbm>�J V N011035 lnV� � CLr 3ZIS 11NJ'T VJS 15v3-31O )rll2 "O]itlOJ N3OMOd .593'{—k (ISO' [£ BEEZ-SI LLII ----�� m .I B 1a351J1 M3aOS-1 ` uIN1lMM1lYptVO my� L ^ 13315 lbNN31NPm 7" -90 EO 13I114{3Y4Y �� yy� L Ixel-sl/a Uo 3oltiT �- — �� F1 •� ".OGe' 3Z1511nJ 131v)5 ��� M3NOS BNnHl 9£ 1 elxo aYnlual-aVNO `-•. ar v 'SMNN3211VHSSdulis tl9 r 531HV0 IIA IS OV3u @@@ xxm Nl. 39 nrxs saxes 9xl _y •9nb-1--F II tlOa SM]tlJS 1x3NWtl11Y'dIDx o1l loop 13315 38�p�G 'a^ `• 5:31NIb 150..91/L 3ZIS 3111I �311)5 3ZIS 41VH131VIs 31VN N31N30 JOISNl 4£ 31VN N31N30 30IS1nO ££ 3]IS 3lyu 31y.5 a311J30 %09 3lVY133 �� 3ZIS J1VN'31b]S N31N33 XOO 31VN I£ 37,15 d1YN d1V15 N30-I X00 5£ S7iULA5300Y3 Zvi 3(I { .00V'b _ dll lluvv .991'll CD W II 3111n .91/fl ` .00SS 3ZIS 31YH31YJ5 3ZIS dIYH'31YJ5 AOOI 31VNINn - 31VN a3.LN30 9'9 f007. �oZ -Ebb'c 0 Ebb' —I.cl, UII.I 3ZIS J1VN 31y35 NJVU NOOl3 Mll"0330 9Z u90 Z 622' In e :A .009' .099'b 3215 JIVII 31v35 NOOI Hsnd SSv8e £Z 301SNI O3IVN]dO NNnL NnNl NO 101$Ix0 O3LYN3dO Aix 39 AVH RON 03LVO) N30MOdLSVYO 1N12-9WSII04 (131b1d 13NJIN'S5>N9 UHxS-NNIOU) AO 6K96003d ON : v, 3Z15 d1Y 111MI5a aavnONlva LZ 3215 dlyH;31y]5 1N35NI NJLN33 XON 9Z IWOl L09 V NOl dA 11 H3YN1 ON' LY003 AWV H A 11t5 p L O1N1 /51tlliNl ' S's lH Ot> .n/E-L M Ma2U lase 1-1 3L5 J1VH 13lV Jc 3ZIS JlV1I'31v)5 A19N3SSV 831108 zZ 0 0a 3011s LZ 3ZIS JIYH F31V3S AINO® ONb 0 3ZIS i1VH'31V3s 31ONV 60, dOL IV 1NIOF 3015NI 111IM 35n OOJ llls SS303N 07, NOHIO X83AJ lv d111 { XVYI .G -001'L ISLE 133HML0509W35Sb13315 5531NIb15 `OWnHl >L-Olx � D EXISTING GLASS EDGE {(. OISf. EXISTING GLASS ALT. DIR CTMN enBE SILL (INTERIOR) Of gIJfL LEG N II f (INTERIOR) (11 TYPICAL PLAID VIEW SCALE 3- . 1'-0" V LX SE MAX, IAVERSEDI: rvNLLtti IAY BE REVERSED) AS TENER Ca ill- 0 C IUSE ANY ANCHOR SHOWN IN ANCHOR 13 SCHEDULE, V MIN. EDGE DISTAUCEI. TOI 012 x 1/2" GALVANIZED SOT OR S S. SMS. 3/16"m ALUM 1/4-20xl THUMBSCREW INTO POP RIVET OR 1/4-20 1 HREAOED HOLE LOCATED Di MACHINE BOLT 6 NUT 1/3 SPAN TO 2/3 SPAN FROM Im 1W" D C BOTTOM OF SHUTTER FOR BLADES 58'-3" USE TWO THUMBSCREWS ON BLADES > 13 -3-, ONE ON 1/3 SPAN LOCKING DETAILS FOR AND ONE AT 2/3 SPAIJ FROM BOTTOM CENTER MATES OF BLADE, TYPICAL. FOR LUCw H SHOWN ON RANDOM SHUTTERS, A BRASS PUSH LOCK 23 DETAILS MAY BE SUBSTITUTED WHEN USE WITH CENTERMATE P29 AS SHOWN, RECEIVING MOLE FOR THUMB SCREW MAY DE T ENDSTREPscneoDLe I (INSIDE) v/ / w S.-S. p SILL W UI I p c O V USE Ill BRASS PUSH r"[l2l S} LOCK OR IIb THUMB SCREW INTO THREADED INSERT14SERT3 AT 1/3 SPAN TO 2/� I NM OF SHUTTf l RECE BE I TOLE 5,ALL 3/N" MAX WIOTIL UP TO 1" Q HE IGHT OUTSIDE CORNER CLOSURE oTYPICAL CC1 DEIAILS WO/CORNER POST NIS (OUTSIDE) ,� FOAOM4RPN. 6MNSPIIL6M5 ���II'jjj--- TNWS .I.R 1ANN NN •11 I.O. , DINAN4ERLNNNEA 1'YL•AIV CWYI NN WA6NNN uRxauRAxmmNoxllm w,..uxANN.Rw4-TM SLNNWON4130NMT.END SININ. OTYPICAL INSIDE COR14ER CLOSURE§ � CC2 DETAILS NO/CORNER POST 1 15 13 33 �T9 `1/4-20 THUMBSCREW \ (EXTERIOR) INTO CENTERMATES 1/3 \ TO 2/3 SHUTTER SPAN (EXTERIOR) MOLI BE MAXLWIDTH /UF TO Y "LICHY. MULTIPLE SHUTTER ASSEMBLY SCALE 3" . 1'-0" ALTERNATE END STRIP DETAIL SCALE; 3" . 1'-0" EXIST ING GLASS , 5[[ C.H S IOn SOIFDYLF FOR PLAN. SPAN WHEN RING Loa. LID ON WL ONLY), - xif 'IyAFF -xuNyGAP USLDICK US1IBR0.THUM INSEERYT 13 OAT 11/3 SPAN _ff0T10 4SHROM INS IDE) SILL I/ 5 30 13 30 InIITSInFI " USE It) BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY SCALE, 3" • 1'-0" )I 15-233B -I 9 2 FASTENERS EACn ANGLE — 2-y 2.... II R OR 2. 1- . 1/8" ALUM ANGLE THREE 3/150 ALUM. POP RIVETS OR 1HREE uI-' SMS, TABLE A (m) PRESSURE VB ALLO,YA6lE LENGM 71'„ E;d'�_da. 62 22 IU• 2Y B2 1IV in* 02 P 165' I01 110- 160' ILl ON' IJT 13B 9T UI• B6 21T SIZE. C2 CONNIE REFERENT / •J l SCHEOUL. I I SPACING- 01 CONINE REFINER' i SCHEDULI SPACING- L ALTERNATE THHU BOLT 3/16'•m ALUM POP L-1— CI CONNECT ON TYPE VC'! UH Lin SM5 �'.' REFERENCE AIJCHOH (Mill Bt, fTYP 1 I' I SPIW [DnGE FOR MAX. FEAT USE MALE OR _ FEMALE LUCR-5Lf.Tl II III TA PRESSOR PS W 61 n 62 —93 103 in 130 200 3/le kIVFI OR qli L 5115 C. Itl"OL ON 1/A-!Y NVT G EOL1 �12 (I YP 1. 3116"v. ALUM POI ALUM. iVBF kIVET ON .'2 SI.1' 5063-T6 A60Y� CN lu O C. IT II' 1 ]EL 19NL1_1 '!fA£TENEkS FOR 512E EACII A.6L[. V93"'-, 6U63-16 ALUM 1HREE 3/16"0 ALL gIJGLE. I I P PDP..�FT5 OR IT TI1Hf1. 12 SMS. 1 V.2 . V8'• 13 elk2' n i v6^ ALUM. FNGLE U5E MALE OR FEMALE n 1.11 1Lgn CC4 TYPICAL CORNER CLOSURE DETAILS Nil MAX. / STRUCTURE EE INSIDE SILL MOUNT SECTION SCALE • 3 V- O" —.1 T _Q STATE OF — �~ R1m <Ofl10Pi 111j� 41 W�=^ [7 piaIli N 6 13 -m1!'�J/ S10 GAISS mj N10 GLASS 06 RN 1/4OM PIN �UIGSHING t m m ul �'--N 14X3/4" SMS Cp 9" O.0 ANGLE TO TUBE CONNECTION 2" . 2" a A25" 6063-T6 ALUM. TUBE Cp ALTERNATE BUILD OUT MOUNT SECTION SCALE, 3"u 1'- u" APPIICPBLE AT TOP k $F AND OR BOTTOM ai 118E N5 ]'OR 3' u2. �aaa�■€' IR'MIN• ddd8 ` CONTINUOUS 00.2'R 2• KY'XCONTINUWS 606I-IR ALUMINUM 1, ANGLE Y 0.9-MIN. THIN 6061-16 ALUMTMCKFASTENED C o4 ANGIE FASTENED TO -,� TO ANGLE WITH 1/4.20 tl EXISTING 3 K51 CONCRETE MOST MACHINE SCREWS AT 3' FROM ENDS AND 9'O.C. 06YRRWKLK 9T0.UCNRE WITH FOR TKE BALANCE 15-23: Y.'D ELM ULTRACOM9 2-1/2' MIN., AT3-FROM ENDS AND EXISTING CONCRETE 6. O.C. FOR BALANCE HOST STRUCTURE (3000 PA9E OFACNm WITH IH' MIN PSI MIN) EMBEOMENTAND 23S• SEE TABLE C FOR MIN EDGE DISTANCE, MAX SPAN AND PRESSURES STAGGERED WITH 3' MIN. SPACING, ttP.O MOUNT NT SCALf . NTS SCALE 0 Lj EON NPA, `} GLASS FIGURES ¢any GLASS ORDOOR SEE TABLE J OR DOOR — kIE] FOR LWQp qt Y: 1/4'-2. THIRD BOLL W/ SEPMANKN /('AM LOCK NUT(N 12"CC OR 14 CU51 JINw 412ti 1/2"'SMS. CN 12"O,C. M1 /2'$MS lS 12"O.0 FS E121-vl OR3/U,-ALUM POP OR 3/16"w ALUM. POP z P RIVET E. [ 6" GOC OF 1/1."0 DIVE TS I,b 0C ES -� wy ALUM POP RIVETS CRY 12" OX Ole 111,V ALUM PUP RIVETS / J'/' 101 AND AND LN 12" O.G.h 5 I / G1/ULIDEMTAtl FROM PIN ASSEMBLY ASSEMBLY WASHER ITYP.j `vE1/2" 112' TYP EXISTING CONCRETE, u d�rTr _ BLOCK OR WOOD FRAMING Y " C3 CONNECTION TYPE EDGE SCFERENCE. r1 / - OISI SCHEDULE FOROR MAX MAX E SPACING AS SHOWN CONNECTION TYPL M DIAGRAM ON PG. 101 HERGNCC OAR EXISTING COIF SCHEDULE FORR MAX BLOCK OR WU00 Ff ACINLOCATION AUNT ADD EN LOCATION FRONT ADD / LC VL"FIAFROM dAG1 ANCHORS NOT RE0'0 PIn GUIDE TO WHIT TSIDE MOUNT W BUSHING ASBER INSIDE MOUNT SECTION SCALE:- V-0' / NOTE. FOR DETAILS A, B.0, AIJD E Of, THE BASE TRACK MAY BE INSTAL f / Fill GAPS, PRFA OVIDED THAT Ea S — TYP BOTTOF A MINIMUM OF YWO SETS OF ANCHOR Yn I MINIMUM OF I2" LUNG. TILE SILL OR CE USED WITH TEIE BASE TRACK MUST I: 3 OVER THE GAPS BET WEER SECTIONS I EXISTING CONCRETE. % BLUCH O11 WOOD FRAMIIJG EMdfD. —f:t f.ONNCEMUN. IYPf III p16 SM (TYP T 0 FOR [,� — 4 CONNECTION TYPE OR DOOR—� SEC T/gl[ ]—•� / EDGE REFERENCE ANCHOR u TOPMIN AT SCHEDULE FOR MAX. _ APARATION DIST, SPACING AS SHOWN IO LlA55 4 CONNECTION TYPE IN DIAGRAM ON PG. III) REFERENCE ANCHOR SCHEDULE FOR MAX SPACING, ALT. FASIE14ER p m �OR 6 R :TE, LOCATION. FROI41 AND O �— III RACK ANLHOFS NOT REU'D WITH TIPS LOCATION 01 CONNECRON TYPE 2 DA — — GINSIDE MOUNT SECTION REFERENCE ANCHOR BA SCHEDULE. FOR MAX SCALE . 3'= 1'_ p' SPACING 5 CONNECTION TYPE REFERENCE A14CHOR SCHEDULE FOR MAX LISTING CONCRETE, J SPACING HIS SHEET, BLOCK GO FRAMING EMBED. SECTIONS :Sufis 01 AS Ca BUILD OUT MOUNT SECTION IIG LACK EXISTINGCON ETE. SCALE. 3'-V-0 0 INUOUS BLOCK OR WOOD FRAMING EXISTII EOOE IST STRUCK w'•III11 Ij�T ' WQU,' E& iiG tu u w s9 yl N� w M Iw 4 CONNECTION TYPE C2 CONNECTION IWE W/ EXTRUSION pp2 W REFERENCE ANCHOR EMBED. ,5 CONNECTION TYPE W/ EXTRUSION YI $ YL SCHEDULE FOR PIA% REFERENCE ANCHOR T u 5 6. SPACING SCHEDULE FUR MAX ./ g SPACING f`L_vi S III ( 3 1 1/2.. 1@ �JRG W H w o In a 0 1. t/r. aT IN 1 - 13 1.4 NDa !� rc 1-w L'e ec .L u . N12 [ 1/2" 5MS ( 12'• SEE IA E Z � W o DC UR I/IGNL A NAWiN'I(M 'X/I oouhnm FW 'MC p POP (K6D m GLA (qi O OR 1/1'0ALUM PUP UUC G—T( � LE T01 RIVE aSC T"U.L �NFP ULAOSOSOH NIIIlftf ER Ik w 1/I-20 SA MACHINE ryry((IAyyA1 —sr IN 'Cu T YN O/ANUCtlJ J 1/L'MAX. FROM PIN SCREW 6 NUT ON 4A55 6Nl u ASSEMBLY 1/]" 11/2" CUID T BUSHING 12"G.0 _— LY P, WASHER ITYP.) III l4 `pT p Q /L 1MAX, FROM PIN GUIDE TO IlU`hlNd p w N 4 CONNECTION TYPE W :N x WASHER (TYPI EIOG REFERENCE ANCHOR EXISTING ETE. DST SCHEDULE FOR MAX. x n — WOOD /fiLOCK OR WWOOD EXISTING CUNCHE SPACING AS SHOWN OR _ FRAMIIJG BLOCK OR WOOD FRAMING "C5 CONNECTION TYPE IN DIAGRAM ON PG. 101 REFS FENCE ANCHOR 3" , .1 + 1" CONI 4 CONNECTION TYPE 412 a 112 SMS Ev 12" SCHEDULE FOR MAX 11-TI ALUM. REFERENCANCHOR BE. IUN. FRONT AND TAMC N 9AT 5f REVERSED - �- EEFOR MAX, 51 C• PION LUM RED D BACIK IC S AS SHOWN DASHED) SPACING 10/a'EB ATS P TOT )S WALL MOUNT SECTION RIVETS P 12" OC CEILING / IIJSIDE MOUNT SECTION SCALE : 3". e- e` SCALE 3". t'- 0" 1f� �NNwg ggne a 1•-� k FOR uq4 'Tx=x 6a��d %z soAALnisoN pqqd 6d pp &pp� ^ 1/4MA%. FROM PINY4CR ��1 1/21 GONE) OBO$MIN Q9 Ctltl tltl R(D WASHER(TYP.I 11NNPO 81 C2 CONNECTON TYPE W/ EXTRUSION pq'2 Tw1RLvlFwmrn C5 CONNECTION TYPE W/ EX1RD510N MI REFERENCE ANCHOR 15-2338 SCHEDULE FOR MAX SPACING EXISTING CONCRETE, AYE ofIlAIR1YR BLOCK ON WOOD FRAMING OF WALL/BUILD OUT SECTION SCALE ,3 1'-0' LI fER 651V_LSSEWNl FREEBIE, SEE I"IC L b GLASS FOR llYd2 SEE IMF 2 m EXISTING OR 0'OR S[YNgIRW IU pj 0./.SS 1 5'ERUCIU UUOR 6pw WL]V n O 14.0 ALL j42r PDIN IS SELIG X.B. T j SET ANCHORS - X✓w 2 WITH 7/9-MIN EMBEOMENTIN A T. " LT CONCRETE Ofl 11- u 3- MM p3� 14 O SPACING SPACING ANO 1rLAG 3" HIN EDGE z DISTANCE. 3- MM. ED. BEST 1/C' MAX. PIN OUIOE G WA IO BUSHING WASHER IlYp 1 ORGLASS OH DOOR - DOTWOS C. 2 S Cal .ITH 2" PE NE!RATIONEO. ry1N OF STUDS DIST. F-.NTER EI96 "T' - 14 SMS C. I A BETWEEN STUDS FOR TRACK TO I" K L" PLYWOOD Y CUBE CONNEC How STUCCO FINISH I•• • 4•• . 12S•• 6063-T6 ALUM. TUBE IHI5 DETAIL ID EF USED WHEN STUD SPACING f %CF.f DS THE 11AX. AL.LO WAB LE ANCHDAS PACEI OWALL MOUNT SECTION nns DETAIL nav SCALE 3' 1'_ 0" ALSO BE u5E0 AT TOP -GLASS HUES SE rXrxEA GAUGER FIGURES 1j$ 4E 'ME 1 A JJC IF uWll 5Ef INAE I FM .14 SEPARATION 10 CLASS S e CPASS THRU DETAIL SCALE • 3"- 1'- W 3•• EXISTING - STRUCTURE ro Y N X z `L 4 L 0 T LED DIRECTION 1/L-20 11ACHINE lil u063- T6 ALUMINUM BOLT W/NUT ANGLES PER SCAM END, Lp 12 0 c OR 512E PER SPAN TUBE R14 x 3/C' SCHEDULE SMS 6' O.C. SPAN TUBE PER DESIGN ACCESS HOLE 11_SC I IEDULE THRD BOLTS AM ULE FOR IF.` NO SPANTUBESICHEDIHE MAI ALLOWF9IETUBE NUDBER OF NIPIBENOF TUBE SHUIIfR 9PN1 TMUB0LT9 ANCµFtR GUE'/5110�S (S:1FN- 91TE SPAV TOP BOITOM TBE, BOTTbA TOP TUBE TUBE NBE TUBE 1UBE TO TBBE/l rF W 12]B' 115.5 E B 2 L• T' TASS (LAW W TOt.r _IOS_P 2 _2 3 r T• OT FEEL OF i 2 ] r r EP 129.1E IST.P 2 2 2 r T• YbX CI w myr ia.r 2 2 3 N r r 11 10}.6' iBBP ] P 4 1P IP w Emir IN'r 2 2 3 1• T• 2MBi 0.123• '' 122.r 10&r 2 2 3 T• IPt2Y OEA• IaT.Y z 3 L IP Irnun, 2 2] r 1P0.1616E m• 14P8• 02DP z ] 4IP 1B•'Mr N].1- -0 4�—- 1]' 19' c, ",-CA 1/L"MAX FFDM NGVIOC BRAN TYBI BC�[DULE NOTIFIED, Ln E �nTi YP. 1.USE]xPil 4--OR2'.'v1/4-ANGLES MR 2'x5-D 2Y6•BEAMS.TUBES SMILE. HAVE TOP OEM LIMITATIONS (INUUDING STAIRS 2. USE 2'xS'xl/4' ARGIES FOR 2'x0-&2'xIO'BEAMS. 1. 3. USE BEAM SCHEDULE FOR OFTAIL I.. -SPAN TUBE PER DESIGN 4. TOP& BOTTOM BEAMS IMY BE USED TOGETHER OR IN'� - _SCHCDDLC. COMBINATION WITH OTHER CONNECTION DETAILS, WHERE USEDD BOLTS / TOGETHER, BEAM MUST BE LIMTED TO TOP SEMI SPANS.H•-114-20 MACHINE BOLT 5. SPAN.TUBES MAY BE USED IN A MID -SPAN CONDITION PETER SNUFFERS SPANNING ABOVE AND BELOW THE BEAM, MID-SPANW/NUT�12"0.[ F. RGUE NGLES A. v3/t"SMSW AS THEE MOFL.THEA6PAN5 AB��EµBBEIOW THE BS TAKENA. D.C..(. t ACCESS HOLE 6. HAP BEAMS ARE NOT ALLOWED. P VE `ALT LEG DIRECTION T, ALL BEAMS AND ANGLES TO BE 6063-116 ALUMINUM. t EMBED' MAX. DESIGN LOAD . r )] PSF g OBEAM SPAN SECTION 't SCALE. 3"• T- u" 1/4- MAX. FROM PIN GUIDE 10 BUSHING WASHER ITYP.1 1R /'TILE IT YP 1 t (T(2(IN1511 HAlCRIAL S�L 3/4-PLYWOOD 1/4"0 A325 GRADE THIRD BOLT OL )` O.0 OR 5/16"0 A325 GRADE T HAD BOLT C6113" O.0 UALV. ON S.5, 1/4"44, EI.CO ULTNACON TO CONCRPIE/CMU 5" O.0 W11-1/C' MIN, CMS OR1/L"W LAG SCREW CG 9-0C W/1-7/0" MIN. EMU. IN WOOD 50.442. TOO.55, 2" n 5" N 1/B" COME A. ANGLE 16063-T61 IMA% DESIGN LOAD a 72 P.S.F 1 EXISTING WOOD TRUSS IIH NAP TER L0 24" MAX. OC — EXISTING FINISH MATERIAL- 1" w Rn 1/3" 6063 ALUM. TUBE W/ TH 1/4"0 WOOD LAG IMA%. UESIGN LllAO z )l P,S.F.I 112' D I I � � ww 41 ALUM. ANGLE W/ THREE Hm oN E WOOD LAG SCR o SCREWS WITH 3/4" THREAD 13 IrJ 2uw MINIMUM THREADED MUI'+0u PENETR."T"INWOOD IR u¢ j IT a EACH RAFTER OF TRUSS. L Ar 24' O.0 MAX WHERE ANGLE EXTENDS BEYOND N M LAST TRUSS MORE THAN 6'' EXTEND ANGLE TO NEXT TRUSS. OTRUSS MOU14T SECTION SCALE �3". VP' 0 3 15-2338 8 EM WITII I-LG" MIN /TF EBfO EXISTING CONCRETED \ BLOCK ONLY WOOD \\6WOODANI �OT ACCEPTABLE \ msT \ Id RECESS SILL DETAIL \ Ham- \ / I L t/C' NAUFHON_/_� RN GUIDE 10 ' BOSIONG WAS12R ❑YPA r TYP unn on 5l YP. SECTION FOR SHUTTERS PI AXLE: 3' - V-O' ]LL X STING MOST STRUCTURE O Id DECORATIVE FLOOR TRACK DETAIL SCALE 3 1'- 0" MDUNTING MIN OF I WO PER P02TYP. ALTERNATE SECTION FOR SHUTTERS R2 SCALE, 3' - V-O" PARTIALHELALpVATIMOUNTED SME: S - 1'-0' * *e I 1S-2338 9 el oamrin-mew: an vwamvsmeaaaaeewsw.-ru-war, n�mr.�roxu munmema,icyavmrreeuae,+sm..°.vY�vmr.�e.e is IZ A y A 2 DDHCNEfE HOST STRDO.. ANCHOR SCHEDULE: CONCRETE (CONT.)_ CPq �-6..71a' iII Ir (po Nl P�EO}o4~ W S pp yi /// : 3 - >Q. [� iQ i W ��9h �q r ,?n N 6 O C W Hi ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 2 Wd99 P.HJlOR NOTES: SEE SHEET g� d f0 FON ANCHOR NOTES. i.5oq, °� d t n 9 �p4 5 �aaaea Idiot mrHmNwLNNNDBrb 15-2338 f fA. Q pAW OY[umON � E3 ]J 1 • MIN E00! DIRANC! 3•]/e• M[x ebae DIrtAXt[ ♦ LOAD FM"Y'rB 9" �OL90-1•QS @Dana Ua T. 13'-0" Spa-T949V BCS p°C]O TC43 0 AMCHp0. Ipall CONN TYP! [ONH ttPE CONN TYPE COHN ttP6 �noTG CONN IMPS ` CONN >: Cl CI O G. [5 U CI i c2 C3 G ' CS.. Cb Cl C2 C] G CS [6 [I n [3. G s Cb [I" C Cfi" [I n CS' ' 6/Ifi'ITW TAPCOH XL WRM 1-]/1'FMBED 11099pY MIN I0. 62 16.0" Ie.tl'160"S60 l60 160 I6:0" (I6.0"160'1fi016.0"Iba I60 160 I6.0" 1fi0 150 ID s 135" 94156 160 160 1, 5'130 160" 36.0' ff.0' 65' S5• 7,5 11.5 100"I60160 160" lb.p ]fi0 16.0" I6.0' I60 16.0 ]6.0 15014.0 Ifi.O 16.0 160 1fi.0 9.0 B.0 13.0-13.tt' CONC) R 16.0" Ib 0 Iq 0 13.0" lfi 0" 16 0 Ifi.O" Ifi 0 9 D B 0_ 11 S 13 S Il 0 ��9 5' S 5' 9 5" 5.5 B S 16.tl 180 I60"100°160 p s l3 0' 16.0 t60 16.0` I60 Ib 0" 16.0' 110 -0.013A' 95 16.0"I50 13 0 US 11 5 13.5"'6.5" 10.0" 60" ]. 0 �>•" 5 10.5° 13.0" 10.5• 9.0 S.s" 1.5• 9.5" B.5• 9.0" ].5" 1_s' 9.d° 1.5" ].0" Id.O" ]6.0' 0.5' ].5" I0.6' B.0° ILO° 9.5• 5.5" 4.5•0.5• 9.0" ].5• 1.5• 4.0" 1.5^ - 1.5• ].0" 9.0" ].5" 1.5' 1,0" 4.5" ].0` 9.0" ].5" 1.5° 1.0° 4.5• ].0" 9.011 -].5• ,.5" 1.0" 1.5" 7.5" I.s° I.0" 1.5• ].5• 9.0• ).S' 1.5° 4.0` 4.5" 5 36• E / LCO YLTPACOn WIIx 40 _ _ I6.0° ___- I6.0• _-__ I6.0° ___ fi.0" 1_ _ 6 ° I _0_ 16.0` I6.tl' 16.0` 16A' 15.5• 18.0• 16.0' �-- 18.0" I6.0" 10.0fEIS1.�Crlvi2.v 13.0" 16.0" 16.0" I6.0" 16.0' 16.0" 16.0` 16.0' I6.D° 18.0" I6.0" Ifi.O. 16.0" 16.0" I6.0" -- 13,0" ).5 0.0' IGO. 16.M I6.0` 16.0. - 16.0" - l6_tl' - 16.0. - 16.0. - 1J.0• 13_0" I6.0' I6.0. 15.5. 1�.Q• 8.0" ).0" B.P I15" 1-31' FMBED 35 MI / ( OOpY H 63 0 1 _0• Ifi.O. 16.0' Ib_0] 16.0° I6.0" II_D` 11.0" 16.0. 16.0. -- 11.0" = ]2 16.0. 16.0. 16.D° I5.0• I6.0' lb.b' Ifi.W IbA" 10.0' 9.0• i1.0` 1s.Y 11.5• I9.0: 6.5 6.0"101I60.16.0' 16.0'1_0" 16. 11s'8.0' 1)p` iL0'..tl010_0'9s•!.0•5.05.0"I6 3000.5•9.5•B.0'50'e. 15.512.5.6.5' S.5'60.5.10.5•B_5•S.0•9_0' 5.6' 10.5" 8.5• 5.5• / 5.0" 9.0' 10.5" B.5' S.5' S.0' 9.0' 1/4• PowFu rAvvEXe w/ a-a/a• NW ebfa DIarANa ]• wx EneB DIrtANEe 1.3/T EMBER 130WpY MIN mnc Cl 1 n n G [6 [6 [1 n Cl u [5 [b CI n n Cq [5. C6 Cl n n G n C6 CI n n U n Cb C3 n n G 6 U OB 6] )3 16.0" 360"160" Ifi 0• Ifi 0` I6.0` 0 tl 1 �L�16.0 ].0").0" 6 0" l0 0' 5.5• 1fi.0' 160• 16.P 10.5' Bo• ].0"16.0" Ib 0` 1]S•I65. Ifi tl 6. " 0 15" 60" 1.p' 16.0° 90" >,0" 55" 11.0• ).5• ILO• ]0" v / r i/ %r10.T .0 160'135 I6 l 130'1643 I60" 160 f00 16.0. 160' 110 BO" 100 )0' 16.0" 13.T 3 TOO II5 105. 50 45 _ 65 ]_• a- T13iIO.a` / %% 10 16.0 �R 9 0" 9 5 3Co b 0° Ls° 0" 35 5 9.0" S.U" 1.0' /// 5.0" 1 0' / 5.0" 1.0' r ).5" b.]• / // . ,.0 s.0' ).!" 8.5" // � ,.tl• 5.0' ).5' 8.5" / ,.0'i5.0" a^NIN eo9e DurANce ]- 1° I aoOa Dlrt u TOAD SWOEYXI96`R: $8191.VQ.T£9:9: $2W.IlY39�]'_4". Swn. UO.791_� SDPn. UDTO B'-B" SwnE VD D � ANCHp0. (p.N [OXM TYPE CONN TYP! [ONN IYB[ CgXN TYPE CORN TYPE COnN ttPE >: a l cz I n u l n u n n n Ls n n n u cs n MCu cs .. G n n G cs u l n c3 l u cs 1/9• tNY TAF[ON WITH 1-iM EMBED IB @ LS" 6.0" ).5"' 6.0" 3.0" %/// ltl' LS A b 0 Sy0• 3 b SA" 03.0. 0 9;0 6.5" 10.5;: LO' 'l.Of1,0" ,.0" ix so° s.o• Is ]a 3.0• B 1 55 1 0 B.0 S 0 ,D 5 5•].0° / 300 EIGO UITPACON WRH ,B ILS"11.5. 6.5• 65°1115 BO" B.0^ / >d' ,.B• 65' ITS 11,5 60 60" IL5 60 '60" / ]! .d• ,.!' 1-1/1• EMBED 62V0. 9.0° 1.5° 1 a' 9 09 0 5 S 6.0" B 0 , 0• 1 0' 9.0'_ 9.3 6 0° )_ ].ST].5" ..o• / ///� /o 1.5 4.5• C , ].!� >d• / ' // /// 6-5" ..5• ,.!• IID _z� it La= m r r / /ri 1/4'MIIIENNM MILLFAST IS NO` 110 ep 60" 110" 95 9.!" 90 Sd• Ss• 150" I50 90 90 IS.D 105 10.5"6.0' 60" AXCHOX W/ 4 FNBED 63 )i IO 5" 90 10 5 BO 1 0 1.a" V10 9 8 5 ].5• 1 3• ,.0' / ll S" ID.0"l0a Il 5 b 0 50 5 5 ,5 11.5 9.6 ] ! 60 0.0' S 0' 60° 0.0" 1.0" r r " - 300�. ./ 1/4'AL4PoIXTS SOL]0.5F) eDIR Ce ]'HIM fDO]DIfTANtG y, ANCM00. W/)/B'EMBFDb Cl n n G - [5 [1 C] C] U [5 CI [) O G [9 CI n n G [5" CI n. CJ G CS C1 U � C3 U CS 1/420 55 MACnInP SCREW aB B.5° J.0" 9.5• 3.5" 3.0" 5.5" (Iqj bi 10.5" 10_5" 9.0" 1.0" IOs" 6.5" ) P' % Iy!_ ]y!• ].S• / 16.0. 16.0' ].0" 6.5" I6.0" 11.5" 1]s" q_0" 9.0° B.0° 6.5" 6.0' ].5" rIEEO _1 110 9.0" 330 5.5' S 5' ].0" / ] 0 �" IS.S' I6.5' S ! S.0° N.0" B 5 9.5° ].5° ] 0" 5.5• 5.5" LJ' 9.0' '// r/ ]5' Q 300 //// . //// %/r r i 15' ] 5 %//, //. . 1 ! 3.5• / 9.S 3.5' / 5/16'IIW TAPCOH }L xRM J'MIN LDOe 01fTAHCC 1•NIN lDD6 DIfEANU p] x 1.3/1•EneFo n n o u a n n u u cs n. n n u u n u n u cs c1 a n u cs u n n u n 40 ,. - - I6.0• I6.0" ILS" 11.5" 160" 11.0. 11.D• 6.5° 6.0". lL5" 6.5• ).0" ,A" LD' bl /i r / o/. r � 13 0" 13.0` B.0' ]s• O 0• B.S• 9 0• 1.5" 1 0•. 5 5• ,.5' ,.5• / r r r dam' I10 r r r r / 115' 60" ll_5' 6.0° 0.5"6.5° L0'" ).0° IA" , 0° / Rao r.. r ] 1 Nlx DOe Dirt ]-] f°MIN aoaa DIfTANQ sne e¢D u1rXAcox wrtx n c: n u u G c3. n u cs n n n u cs n cx n. ..0 cs n cx n u ss n a n u n 1-1/4•EMBED 10.5" 30.5" 16tl' 13.5 B.5" 6.tl' S.5">.5" LS" 62 B.0" B.0" � 11.3" N.5" ].0" 6.5" 11 R ].6" �).0" r r / tl.63 I1.6" .6.0" �5.5" 11N' ] 5• ).S" �G =gyp' FF ANCHOR loxo Ipa) 2' "IN EDGE DISTANCE mNn Tv9f m I m I m I' G I CS geld-w ronN CI C3 -0^ TYPE C) G CS EpSUofij2 P E Coxn ttoe CI 1 m CJ -G I CS 1/4° POWERS TAPPER° W/ 40 15.515.5" 6.5" I.E. IS.s"10.5"10.5. 4.0" 4.0" 10.5° 6P" 6.0• 1.1/4'ENDED 4,0" 63 120" 13.0. 4.5" 4.5. 12.0" ].5° 6.0' / / S.D- 4.5- u-mrnm. 73 IIO 105 105' 4.0° r / 9.0' 6.0• 60" �m 4125M5W/2°ETEWALL 46 I00 16.&'6.5" US' 16A"I)0"I],P 5.0" SW 13.3"].S' ]S• 3.0• 3.0" 45' x-- ARMOR INSERT W/1.1/4' ENDED 0=4_ w,,, 6] 14.5" 145" 65•' 6.0" 165" ].0" )x 110 ]00 ll5_ 13S" s_o" >.0" ]0° 3.0' J.5' J 0' /% 4S" // I1.o" 40" /// 75").o' 40" J.5• 3.5° J.0' �]/ ]A^ 4s^ / / / �s° ]5 ] S ]s' "],P' ].Oil (ANCHOR SCHEDULE: GROUT -FILLED CONCRETE BLOCK 4- HIM EDGE p16GNG Spp9311R To 6'-p' 6 ... UO TO B•.B" SwnE UO T01110' a b AN11100. LOAD LOAN ' CDNx CI Q TTPE m I C4 CS CONNTYM Cl I G I m G CS CONN Cl I m TYPE I m G CS S/16• ISW TAPCON 3L W/ AS 16.0" 16.0' 16.0. 16.0' 16.tl' 16.0' 16.0" 16.0" 16.tl' 16.tl' I6.0" 16.0" ]0.5" 9.5" 3•IH' MIN. EMBED 6T 16A" 16.0^ 16.0"�16_0' 16A" 16.W 16V 13.3' 11.5' JW 18A' 16.W 95" ]_0" IO.W 2 16.0" 16A' I6A°i155. 16.Q ]6.0" 16A" O.S.1 t55" 11:5' 22_1_ V IFB4" dam' 110160160" 100.90 14014S'135°65 _9.5" SS' )5 120'I0.0'-55 45 6.0' 200 120 IOtl 55' 45 60 12.0^100T55 4.5" 60 1201100 56 45 6.tl' 5/16•ELCO ULTGCON W/ 4B 16016P I].5' 05160165. 160 BO ).S°160'95 9.5" /-�/ 6.0" 2-1/9'MIX. EMBED b] 160160 9.5^ 05 i6.0 12.0`13.5 5.3 S.0° 60" j// / 5 F2 110 I60. B 5 160" 6.5 )V )A' 140140' / 5A' 9,5• 5.5. 9.5^ j/ I 60• S.S. �/ 6 rc z q j/_�. -266 �//. I/O . I-1/// W ]' NO, EDp6'mm" CI C2 m U C5 CI C2 I C3 I C4 m Cl C2 C3 G CS 48 1fi0 I60 10 S'105 380 I60"160 65 65" 160 125 I25" IO 35 7.5' Y125MSW/2•eYEWALL ARMOR INSERT Wl2'EMBED 61 160 16tl J S" )5 160 I55"'Ifi0 50 43^ 105 9U B0' 30 5.0' / _ hQ >2 160 I60 65" 60 160_13.5°�125 40 35" >5->0. 65" .10- -3A" CIO 11.5" ILS" 4.0" 3.5" )y0" ).OT6,0" //'// // 3S" 6.0" 5.0' 200 6.D" /////.: 3.0" 6.0" 5.0" 11 r ].0° fi.0" S.6' a lA" ANCHOR SCHEDULE: WOOD (G=0.55)w�A 3/4MIN EDGE DISTANCE r F S ANCHORmxM SwnE CI L] Up To W-0` lT9E o u CS swn4 mxx cl C2 uo Ta 0'-r T]9E Cl G cs. S mxx T] 1151 CI Q o u cs 1/1' AG SGFW WOH 1-3/4 MN THREAD PENETRATION - 40_ 02 16.0" i6.0" 16.0` 16.0` IFS" 0.5• ]1.5° B.5° lfi_0' I6.W 16.0" 16.0' f6.0" 1b.0` 7.5 5.5• ].0' Sr 16.0" 16.0' 16_0" I6.0' IQO. 15.5° 4.5" 3.5. <.5• 3.5' I . 9.5' �CCZi02DG> 1/I6•W000 BUSHING WITH 72 160 IW 1.0• LP 16A" 166. I&W 4S 45- IS.P 14A" 125• 3.W )A` >5" 110 100 'IB 16P {L_5' Ifi tl'16tl 16W 95 45 25 95 40 20° 95. 135 _fi0 18tl -I 1l5 130 G• 95 ll0"�55 30• 35 25. 30 50 )5" 60. 30' ILS" 11.5' 75° 9.5^ 95_ >.5" 2.9' 2S' 3.5• 3.0• 2.0• ]0" 6V 6= 4.5° l3 1.13"MIN EMSE0 N 1/4.20 55 MACHINE SGfW �115M�Y19 WOGD 9C0.E M,Rj, �:vHW {HgEf� PfNFRA�ION Onsmoo®. G3 j2 IS_y5" 1]S" K5" IAS" 6,5° 55T ED' S.D- 143. IIA" 9.5° 7.5^ 10.0" 7.5" lW 3.5` ]_S 3.0^ _6y5• 4.5" 5.5" 4S" 5.0" 3.5" 3.5' ].0' LO / i0• 3A" 200 10 63 )0' ]5" 100-"160 1601160 ]0 ]0.� 30 130 95 33 �I.i�/)5 130"160 9.5"-160 40 40 160 180 35 ]0 I60_ 16_016tl 2tl lAj 85. / B0 60. 30 / 160'160 16_01135 ]5 )5 )0 90 160 I]5"-3.5° er/'✓ 50_ 50 12,0• >5° ]2 18 V 16.0' 04' 7.5- 16.0" 16.0" 15.W 5.D- 5.0 12.0" 1 10.0" 3.5• 3.0" 6.0" 110 16A" 16.W S.0" 4,5" 10.5° 1I.D° 95^ -fW ].0" 80 90 >,5" 2.5" 2.5' 4.5° 200 9.0• ].5' 2.5" 2.5° 4.5° 9A" ].5° 2.5° 2.5° 4.5" 9.0' ).5" 2.5" 2.5• 4.5• ANCHOR SCHEDULE: WOOD (G=0.42) 3f -MIN ED6E DISTANCE SPPnPUPT06.0• Swnc Op T08'-6• SOew UOT.13'-tl' r C ANCHOR WAD CONNTYPE mNN ttPE COHN TYPE Cl m m G m Cl- m I m. G I C5 Cl m I m G CS 1/4•IAG SCREW WITH 1 W4 40- 16.0" 16.0. 90• 9A' I60" 16.0" I6.0. 60" 5.5" 160° I6.0' I6.0" 3.5" 3.5. 10.0" MIN THREAD PENETRATION 62 65 65 160 169"I60 �5 40 1)5 LLS'10.5" 35. 3,5 m:,^ )2 16.0- 16.0' 55 55• tfi 0. 15W 16D ]5 ]5 I00" 95 00 25. 30" 5D- c I%=TIDITIrD` ]I0 116LOW160 1504ISS 35° 0.0" _BI 90 60 ]0 20 50 ]5 60 Tv//./ 4.0" 6_.0 2.6 4 0 )S 6A_ -]A / 44' Tv -0 . -i: " O .14 5M5 014 WmO5CU% MWERS 48 I6.W 16.0" 9.5• 9.5" 16.0" 16,0° 16 6.0" 5.5" 16.0• I1:M UP ].5° 3_51 7.0" 62 160'I60 ]0 65' 1fi0 MO 150 45 40 95'-00 ]0 35" 3.5 l5' 8 OR IH' TAPPER. WITH 1.3/4• MIN THREAD )2 160"160 55 55" 160 110 115 35 ]5 30 65 55 30" 3.0 3.5• PENETMiIOH y 11010.5"100 35 3.0" 60 65-S Sy 30 30 ].5• SO 45 30'// 2.5" 200 5.0° 4.5 3.0° //// 25 50° 4.5" 30 /I/0 3.5"//, 3.5" AN�IfoR NOTE9i SEE SHEET 10 FOR ANCHOR NOTES. ill —{�0.032• 0.032•�L 0.125• OAWB 1 45• . �1 02.B2s• �rD.tfis• O3.]50' SIN -VIEW WINDOW ^ N.T.S. SABIC PLASTICS SL(1431T-UL-Nhb RECTANGULAR WINDOW ASSEMBLY IrEDGEOFACCORDION 1 SHUTTER BLADES %4, BLADE W/ RECT. WINDOW 13N.T.S. EXTERIORELEV i BLADE W/ ROUND WINDOW 13 N.T.S. EXTERIOR ELEV +-2:230•—� HOUND .161• .021P T— I 1I0• �DIA. 1 0 : (EXT.) 145- '311. SECTION A -A i1 RECTANGULAR WINDOW ie/ N.T.S. E),IERIOREIEV 12• MIN FROM ; c EDGE OF SHUTFER, ("EDGE OF ACCORDION TOPORBOTTOM / SKUTTERBLADES y* /11 LIGHT-N-VIEW WINDOW 13 N.T.S. EXTERIOR ELEV 12• MIN MOM RECTANGULAR WINDOW S3 N.T.S. EXTEMORELEV RECTANGULAR WINDOW NOTES: 1. THE MaINGUTAR WINDOW "OWN IN 5/13 15 MOB FROM GE XLIO LEIIAN WITH 0.075• MINIMUM THICKNESS. 2. FRAME FOR RECTANGULAR WINDOW MAY BE NYLON 6 OR POLYCMBOfUTE WTM A MINIMUM THICKNESS OF 0.151'. ATTACH TO BLADE WITH (6) I4 55 SCREWS OR BOLTS WITH NUTS. NO PE00465a -- -- _ u STATEOF nN FLORAOP.'.' ig IIS/ONAL N-_ F^ Ci 1 'nr n 13