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HomeMy WebLinkAboutProduct Approval I , Florida Building Code Online ;;, Page 1 of 2 fLORICIADUPA8 TME, Lill t'Florida DepaRm and SCIS Home Log In User Registration Hot Topics I Submit Surcharge I Stats&Facts I Publications FBC Staff € BCIS Site Map I Links it Search Busines Professi I Product Approval l USER:Public User P. Regulation Product Approval Menu>Product or Application Search>Application Lis[>Application Detail FL# FL17080-R1 i4 Application Type Revision Code Version 2014 Application Status Approved I I' I• Comments Archived ❑ i Product Manufacturer Folding Shutter Corporation +' Address/Phone/Email 7089 Hemstreet Place I,I' West Palm Beach,FL 33413 I (561)683-4811 Ext 7675 edh@foldingshutters.com �'II II' Authorized Signature Ed Heritage j edh@foldingshutters.com ! Technical Representative Ed Heritage I Address/Phone/Email 7089 Hemstreet Place i West Palm Beach,FL 33413 (561)683-4811 Ext 7675 I�' edh@foldingshutters.com i. Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 ; i (561)209-7675 �f: I edh@foldingshutters.com Category Impact Protective Systems I I Subcategory Operable Ij I i. Compliance Method Evaluation Report from a Florida Registered,Architect or a Licensed Florida Professional Engineer ® Evaluation Report-Hardcopy lt`eceived I" Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. r the Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation i Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jorge A.Pomerantz, P.E. I Validation Checklist-,Hardcopy Received i fu Certificate of Independence FL17080 RS CO: FOLDING SHUTTER CORP CERT.IND.15- 0310.01 DRWG.15-014.odf ;I Referenced Standard and Year(of Standard) Standard I I Year TAS 201,202,203 I I`' 1994 i Equivalence of Product Standards Certified By I j Sections from the Code I di httnc•//flnridnhni1c1ina nrcr/nr/nr ann citl.acnx?naram=wC-rFVXOwt.Dhv2aBO�,nHnOOe6r1 Z... 7/1/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/13/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&NHVHZ(Drawing and retained by tracks to provide Hurricane Protection #13-080) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R1 II FOLDING SHUTTER CORP. DRWG.15- Approved for use outside HVHZ:Yes 014.Ddf Impact Resistant:Yes Verified By: Walter A.Tillit Jr.,P.E. PE-44167 Design Pressure:+160/-160 Created by Independent Third Party:Yes Other: Max span is 12'-0"for+46,-46 p.s.f.A.S.D.design Evaluation Reports load and 5'-2"for+160,-160 p.s.f.A.S.D.design load.See FL17080 R1 AE FOLDING SHUTTER CORP Pro.Eva.15- page 13 for additional spans and loads 0310.01 DRWG.15-014.odf Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: SCCtli1L 0 httns://flori dahuiIdin g-org/nr/nr ann dtl-asnx?naram=wCTFVXnwt.Dnv2aROnT4nnne6r17._-- 7/1/2015 casile, Impact Windows FACTORY DIRECT SINCE 1969f{ i COMPLETE HURRICANE PROTECTION SOLUTIONS 7069 Hemstreet Place West Palm Beach,FL 33413 810.643.6371 Property Information F Building Information Owner: SMITH,DAVID Wind Zone: i 160 MPH. Address: 9316 SCARBOROUGH COURT Exposure Category: C PORT SAINT LUCIE,FL 34986 Minimum Building Dimension: 40 ft. Mean Roof Height: 15 ft. Risk Category: i U Ilk I ;! Design Pressure Calculations Opening Location Device LDevice Device Max Positive IF—Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 37 63 7 I 32.4 -35.3 2 Int 37 63 7 32.4 -35.3 3 Int 26.5 51 7 j 33.5 -36.3 4 Int 37 63 7 j j 32.4 -35.3 5 Int 37 63 7 I I„ 3214 -35.3 6 Int 74 90 7 30:1 -33.0 7 Int 146 106 7 '• 28:3 -31.1 8 End 74 74.5 7 j 30.6 -39.0 9 Int 37 63 7 32A -35.3 10 Int 37 63 7 32.4 -35.3 11 Int 37 51 7 3219 -35.7 i • i • I j i, I � Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.15th Edition'(2014)'Florida Building Code. Page 1 of 1 i I. I , I �- Customer: SMITH WorkOrder Number: 10162017020 N0301 E I , Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing i I, 1 -35.3 37 63 51.75 68 64.75 9"o.c. 9"o.c. 2 -35.3 37 63 51.75 68 64.75 9"o.c. f 9"ox. 3 -36.3 26.5 51 40.25 56 52.75 9"o.c. I 9"o.c. 4 -35.3 37 63 51.75 68 64.75 9"o.c. II I r 9"o.c. 5 -35.3 37 63 51.75 68 64.75 9"o.c. 9"o.c. 6 -33 79 90 95 .108 104.75 9"o.c. F' 9"o.c. F: 7 -31.1 144 106 165.125 113 109.75 9"o.c. 8 -39 79 74.5 96.125 92.5 89.25 9"o.c. j I , 9"o.c. 9 -35.3 37 63 51.75 81 77.75 9"o.c. 9"o.c. 10 -35.3 37 63 51.75 81 77.75 9"o.c. 9"0.0. I�• I 11 -35.7 37 51 51.75 56 52.75 9"o.c. 9"o.c. I I i I,. I{ I 1 1 II I, I I I I' II ' I ' I I il. 1 I ,li 5 1 I , 1 If I` I I I" I , I I I I r.ENER�I NOTES• ' I.TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR (C)Tp ERIS7ING WOOD FRAME BUILDING: C-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE THIS FOLDING IMPACT'PRomcnVE SYSTEM MAY BE INSTALLED AT MGH VELOCITY HURRICANE ZONES"M AND OUT OF THEM Q(F16FQ). - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,OR 1/4'o CRETE-FLEX,AS UANUFACTURED 13Y 11W/BUIDEX, INC&ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY,OR 14 NDS WOOD SCREWS OR 1/4'A NDS LAG SCREWS, .OESRGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620(RAIZ)&1609(MHVI0 OF THE ABOVE MENTIONED CODE. FORA=BASIC7VAND-SPEED ASS-REQUIRED BY=THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A OIRECTIONNITY FACTOR N� AS Kd-0.85, USING CE 7-10 AND SHALL NOT DTC®THE MAXIMUM A.S.D� ED= DESIGN-PRESSURE- 13. - IN ODER TO VERIFY THE AB01IE CONDITION,ULTWIE DERMG WIRD IDMS DETERMINED,PER ASCE 7-10.SMALL BE FIRST• C.1) MINIMUM THREADED PENETRATION OF 1/4"0 TAPCON OR 1/4'0 CRETE-FLEX OR 114 NDS WOOD SCREWS OR REDUCED 10 A.S.O.DESIGN WIRD LOAM BP MULTPLYNO TIM BY 0.6 IN ORDER TO COIIPATE EHESE W/MAX.(AS.D.) 1/4"s NDS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR Cl THRU 04 AND C6 THRU CES IDESI I:lam_PATHOS_Ddr- E})ON SHEET 13. _____ _ _ _ _ _ -- -_ _ _ _ CONNECTION TYPE.AND 2"FOR fs, OR AS INDICATED ON 60000 SECTIONS ON SHEETS 10 THRU 12.NO THREADED ___._ _._ _ __ _ - - - PENETRATION INTOE WALL-FIMSN_SHALI.BE'CONSIDERED AS.PART OF THE REQUIRED THREADEDPENETRATION.- _ _ __. IN ORDER To VERIFY THAT COMPONENTS&ANCHORS ON THIS.PLED.,AS TESTED,WERE NOT OVERSTRESSED,A 33 z INCREASE ESIN-- C.2) MINIMUM EDGE DISTANCE OF 1/4'0 TAF'CON OR 1/4'•CRETE-TEED OR 114 NDS WOOD SCREWS OR 1%4'®1JOS_ -- - - ---- ALLOWABLE STRESS FOR WIND LOADS WAS W1 USED IN THEIR ANALYSIS.A DURATION FACTOR CO - 1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOW. LAG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. FOLDING IMPACT_PROTECTW SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH C.3) IN CASE THAT PRECAST STDNE PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING - --SECTIONS"1626-&-1809:1.2-OF-THE-ABOVE-MENTIONED-CODE=AS=P-ER--TESTING=PERFORMED_AT_HURRICANE ENGINEERING__-TIESTING,_INC._ __ __-WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H_ET.IJ,HURRICANE TESTING LABORATORY(H-T-L)&AMERICAN TESTING UAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, -- - -MINIMUM-THREADED-PENEIFtATTON=5HN.1=8E-DIS=INDICATED=ON=NOTE=C:1-ABOVE__ TAS-202 AND TAS--260,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1816& 1604 OF THE FLORIDA BUILDING CODE (D) TO EXISTING STEEL STRUCTURE:MIN. 12 GAGE FY=33 KSI(MIN.)MATERIAL 2. STAINLESS STEEL SHEET METAL SCREWS USE]AT SLATS Q&®SHALL.BE 1 10 x 3', 410-HT MINIMUM SERIES W/ 173.6 k91 YIELD -1/4'0 ITN BUILDEX TEK SCREWS,W/FULL THREAD PENETRATION. STRENGTH& 187.4 Intl TENSILE STRENGTH.SCREWS SMALL BE COATED WITH XYLAN BODO SERIES FLUOROPOLYMER COATING,AS MANUFACTURED BY WIHITFORD Cc, BOX 5137_WEST CHESTER PA. 19381. 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2 MINIMUM YIELD STRENGTH 13.1) MINIMUM EDGE DISTANCE OF TTW BUILDER TEK SCREW I'. FOR 6063-76 ALLOY AT SLATS SWILL BE Fy-25.9 kSL 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 ksl YIELD STRENGTH ANU 90 k-T TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL TIW/BUILDDX TO(SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.33.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. B. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCREM BLOCK CR 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AIM 304 OR 316 SERIES STAINLESS STEEL WITH 35 kal MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 6,ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) 9.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL LOCKS. (A) TO RELISTING POURED CONCRETE: tp.PRODUCT MANUFACTURER'S LAB0.SHALL BE LOCATED ON A READILY VISILE LOCATION AT PRODUCT IN ACCORDANCE - 1/4'0 TAPOON W/ADVANCED 71HREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. l3UILDFXX, INC.TO MIN.VC-3192 Pet. WITH SECTION 17109.3 OF THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN. Fc=3000 pal. LASEUNG TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. 1/.4'OCRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MW.Fa=3350 psi. 11.FOLDING IMPACT PROTECTIVE SYSTEWS INSTALLATION SHALL COMPLY WITH SPEIS INDICATED IN THIS DRAWING PWS ANY BUILDING AND ZONING REGULATIONS PRMDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. mom A1)MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4"0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. 12.(A) -THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) PREPARED BY THIS ENGINET31 IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(E.D.)SINAL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT,I.e.WHERE THE,STE CONDITIONS 13ENATE FROM THE RED. A2)3/4'SOLID SET ANCHORS SHALL BE ENTRMY EMBFDOEV(7/8' INTO THE POURED CONCRETE (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS NO ENBEDMEM INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 SS SCREWS USED SHAT.BE 1 1/2• PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO DOSE CONDITIONS DETARED ON THIS DOCUMENT.CONSIRUCRON STOREY AT SITE IS THE CONTRACTORS RESPONSIBILEY. A,3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED, WALL FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES Al &A2 ABOVE (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(F-O.R.)FOR THE PROJECT AND WHO WALL BE RESPONSIBLE FOR THE PROPER (B) TO EXISTING CONCRETE'BLOCK WNL:ASTM C-90. USE OF THE P.E.O. ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE P.ED.ENGINEER SHALL SUBMIT- . TO TMS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W.BIRLDDL INC. 1/4.0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. (E) PRI PEED SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. TM DRAWING SHALL ONLY BE USED TO OBTAIN MI) MINIMUM EMBEDMENT OF 1/4.0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/47. PERMITS M THE STATE OF FLORIDA MINIMUM EDGE DISTANCE 0.)SHALL BE AS PER 13. fit)3/4'SOUR SET ANCHORS SHALL BE ENTIRELY EMBEDDED(/87 INTO THE CONCRETE BLOCK UNIT.NO �`��`"��R LL A.T14 FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS SCREWS USED SHALL BE 1 1/2'LONG .' �C EN d G �'' ®2015 TILTECO INC. MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO_ �- SSC••,'9 TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM 6.3)IN(:ASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, � = w/fs/1s ANCHORS SHALL BE LONG ENOUGH TO REACH TEE MAIN srmJCTURE BEHIND SUCH PANUS.ANCHORAGE ; * - IL E G'O Inc. FOLDING SHUTTER CORP. DATE SHALL BE AS INDICATED ON NOTES 8.1 &E 2 ABOVE. --Q:•r% /.,� Tlllr 1ES71NG h ENGINEERING COMPANY 70119 I4O&1REET RAM Ur e>se xr mu s a.sa�a-IM n.y,ee vRsr l 1sx51 F7 l 15-014 A,ee,,(xepn-1110.7m,(xemrt-1111 Pit.180E-6IJ-6571 eKn.�`D''''p/�7Y•A'.;2 RIDP.•,'•tL�Q�TEc- tDUecoOS_ADM_ � OeA1IG Ke E- F9X08719 RfM�Elm U. -11T 1 aF 13 .t 4 � 5000' l iyg3• Z541 low0442' -pd 1.375' 'v. d$ - _ me $ --- - ---_ - - - -- - - -- _ - - -- - - __ ---- - - - - d4- ©— ---- = ® SLAT WINDOW L—L'ND — FLAT END _--- L],a _— -- RIOR CENTERPIEC— -- !(0 BE USED INSTALLAPONS 6063-T6 ALLOY 6063-75 ALLOY 3-TS ALLOY 6 6 ALLOY Y LNOLUDE PERF09117ONS AS PER (70 BE USED ONLY FOR INSW-LAWNS _ ® INTERIOR CE1VT'ERPIECE -- ----- -- --- __ __ --DETAIL=ON=SHEET--J)" -------30-F'ERED A HIOHUOU OF OREADE_ ---- MFASL/RED AT EII7170M OF OPEN/NG -- --- 6067=16'ALLOY= - SEE COMPONEArTS 20,21 &22 ON -- - - —--_--- --_ �_- -- ---___---- -----_ y+� SHEET 3.) Dasa' S.6ar JOr, n6' z1sY mar IS&' Z]Ir 1.0,2• z� Ism- .671 .150' �0• ase• _ r26• �.rn• = .r 8 .,m• a .oar .Aso y _ it Lmr .00e' .061• L � �� �6. A01' t5 .diY Z7TJ'-n 25x1 0211 ze]r z]fe• . © -WALL HF,EIDER Q 2/A�yM�AX. �8p.0yr ® CEU.ING HEADER ® BOTTOM SILL TRACK ® BOTTOM TRACK ADAPTER 6063-75 ALLOY SI'r'1 Ai' D l `K LLOY 6067-76 ALLOY 6067-76 ALLOY 6063-76 ALLOY Q 600•h zewe t2 .ono• COMPONENT a b t1 42 ® 2" 5"MAX. 0.125' 0.125" • .oaY .e5o � . K0 ter, 1 2" 4"MAX. 0.25" 0.25" Z o� oes' F-0 © D.062' 0.062' RAW ALT, k107TOM TRACK ADAPTER © BOTTOM RAGUARD � ALUMINUM ANGLES ® 6063-T5 IN ALLOY 6063-T6 ALLOY 6063-T6 ALLOY -116 ALLOY COMPONENTS g L \\\\ (aAG6flll3�11 COMPONENTS" FLOPoDA BUILDING CODE(High & Non High Velocity Hurricane Zone) TIt8 �• `Q��'•• ENS ••J9''� 05015 TxTEm a4e- TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DAw4aWx eLe X" 3: VBG F N• © 3/8"W-16 ACETAL ® LOCIdNGjTUBES Z°°°' _ IL E C O�LMO. m�,D�,e _ y� " FOLDR� SHUFfER CORP. DATE l L7VmDSlilLG l/L7 *f-! I TI A,arN)QrT-1m0aIRMUNG ra. fmSMnO COMPANY K�RlALM BECK FL 1QOalf.7-6Tfa741� AT CENTECE ® CORNER POST �€ —far'Sn:t .1xeo�a f w¢65-arra 1 f5 M0w1l FDR n& sos3-rs sosJ-7s ALLOr • P ®-0oD67,6LR=A 7UN Jr.P.6.�2 •• ` FLORID\Ua/44167 f .vera SHEEr 2 DF 1S • rNNHnultitt\ -- - - - - / v m� { 1/4•�MILES I D>� { (J)ROWSI Or 4I F.l SPACEb { I {- G� Q) C8 2 or 3 wt 316 , 1 OR 19 - Q_ -Q Q ' W _ x a�z USE(2) AT 30" • k O D.C.FOR PANS 1`� n 2 + NOTES ON A LOCKING TUBES W AT ia)a . 'W UP TO 89" 0 I.TWO(2)W SHALL ALWAYS BE USED AT PRODUCT'S HIDSPAN SPACED w USE(3)Q AT 30"O.C. AT 30" O.C.FOR SPANS UP TO 99'- USE THREE (3)Av��,FOR LARGER as FOR SPANS LARGER SPANS 5PAC1ib AT 3O" O.C. AT W0.5FAN. COMPONENTQ�MAY BE rxi n I STALLED INTERIOR OR WERIOR SCREWED TO TAPPED CENtERPIECES vt THAN 98'UP TO 144' 4OR�. LOCATION OF®SHAL1.BE AS SHOWN ON TYPICAL ELEVATION. RWn ECa 2.(2) LOCKING TUBES(�5HA ALWAYS DE USED TOP &BOTTOY AT nN 1 zJ} � PRODUCTS G£NTERPIECES 4 OR 5 AT ALL 1NSTALLiITKlNS.LOCKING TUBES OR $ {'� W SHALL BE SECURED W LEVERS AS SHOWN ON SHEET S. i" t SEE LIMITATIONS FOR®ON SHEET 2 SEE END CDNTJECTI.N "' `,FO' T , ON SHEET 9 TYC FULL H©NT,FOR 6 , ��"i, j"�1+ t T2)+ 6 , + 1 CONCRETE CONCREE BLOCK OR / � `!,J � , WOOD INSTALLATIONS. ' O , O s + 1a s + 1a + 1 s + 11 NLIMRED WIDTH 'TYPICAL ELEVATION •� N. T. S. 4 NOTE; SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A & 79 ON SHEET 7. SEE SECTIONS IW& 2W ON 10. SEE SECTIONS 4W, 4AW& 7W ONTSHEET 11. ���.it"?, T1C(jj`�fN,, SEE SECTIONS 7AW, 79W. SW & 14W ON SHEET 12. �� d �� FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) .F 02015 nLTm INC. TITAN It FOLDING'IMPACT PROTECTIVE SYSTEM 4,67 rOLDING SHUTTER CORP. 03/10/15 TILtlT iE5TI140 G ENCINEEIdNG COMPANY Tang HdS[�1T P<kE ♦ A3� /� ',JL4 sm wr.aye..It-ae.xe,wrmu=wank n.ansa aesr OAw Imo.R.3MI3 15-014 M-0006719 Hte�Cot—,nat wr�w hmkgeut-4:01 mm O"w"a m WALTER ATILLIT. P.E rv.r eo,wsin m[ oea.na .n A,� FLOW Ua.j"I m>a4 arto^w a 57,EfEf t cF t3 Lr POURED CONCRETE dR CONCRETE BLOCK WALL REQUIRED. OD POURED CONCRETE DUSTING NON ST STRUCTURAL WALL OPTIONAL RAIN HOOD (ION SSTRUCCAL RH V) REQUIRED. TRIM(DECORATNE HEAD) omam:910N umso*MCK N6 (NON-STRUCTURAL3 . (SEE SHEET 1J) ' 1.000 2.500•MIN. (Th'•) S 6 MIN. ED. -_e-- •jz RAIN HOOD --• ROLLERSN- ni 9 (TxNN110110N 1C2 .� / .P (NON-STRUCTURAL) SEE SHEET - r = ? - - - - - - - 1 10 x J•S.S.S.N.S.w/ W - 3/,0•ALUM.POP RIVETS. i t3 ,� -- --------- ---- 1 0.373•LONG NYLON 3/10'ALUM. O 19,O.C. (2'.4•MAIL) BUSHING W/A 0.150' CONT. PoP RIVETS, •s .f_LONG TOP SECOON 0.500' 0.163•.0.270• O 16.O.C. 1/4•o RW B1101)FX -- -- - - --- - _ --- -- -- O.D. _ -.0.030• _ -_.__ _-_ -_- - _ - __ _ __-- -- _ __ _ ___-- _ _-- -- TAPCON W/ADYPfICED_ 1 0.223•'LONG BOTTOM ULTRAFAB I AWL SEPARATION — - -- --THRFADFORM-TECHNOLOGY—I 1 SECTION 0320'O.D.MO WEATHER OR 1/4•a ELOO 0245'Ld. SMPP24G EA POURED CONCRETE 1D GLASS C'j �PRODUCTS 1 1/4•a.i•TEK 40 CR CONCREE BLOCK (SEE SCHmULE ! Or 5 SCREW OR 1/4a-2011' 3/16•N11M. 1 (tv-) 91DE(1YP.) ®?r �j WA71 REQU RED. OH SMFET iJ) �� MIN. O 6-,O.C. I S.S.N5 WITH NUT @ POP RIVETS 1 1 WASHER O d'O.G O 16.O.C. J or 1ONCRETE POUBETE BLOCX 1 I Y SEPARATION WALL REQUOTEO. ' T Or Sy 10 CLASS ® r (SEE SCHEDULE t ®t iN SI13) ce% SEPARATION h 1 s q (SEE SCHEDULE POURED CONCRETE Dj ON SHEET 13) WLOR AL REQUIRED LOCK- I 1 Or CONNECTION C2 / 1 1/4•a r,'TEK ®t (SEE SHEET 13) ` I SCREW OR 1/4,1-20-yl- S.S.6 I 55.YSWITH NUT k 4 1 WASHER O 4••O.G .z / "t i 3 1/4'•ffal 13I1lOOL 8 #I DOW SS.S.us.W/1/2'a D{ 1W/TEp Na�WY ./'LONG NYLON BUSHING OTMlFDTm11 Ct (TMP.BOTT0IQ,ANd 3/4' OR 1/4'0 EOCO I . ( sxT1=T„) LDNc(ryp,TOP)•flCCEPT AT WALL FACE MOUNTING INSTALLATION CeNSTN1R.•RDN r wCucIs ,3 RdIER HousNc mPa SECTION 2 -FLEX w/1 3/4• i (2'tt'MAX) MN.EMBEDMENT O 6'O.G WALL FACE MOUNTING INSTALLATION OF ANCHOR SECTION 1 ,n• SPACING g aN6 . GROUTED BLOCK REWIRED 1.000 2.300 N (MIN.f UL MIN. EO/ E%6TNC NON STRUC URA POUND CONCRETE j. WALL TRIM(OECORATTVE SILL) O 6 ANaaR SPACING STAGGERED ANCHOR P C NG DECORATIVE WALL TRIM TRAPPED DETAIL FOR 6 MOUNTING INSTALLATION SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE �yL�ry' MAX AS.D.DESIGN PRESSURE RATING = +65.0, -90.0 PSF & CONCRETE BLOCK FLORIDA BUILDING CCDE(High & Mon High Velocity Hurr cane Zane) SCALE:N.T.S. ®2015 TLTECO INC. oRM11 BT: y>? ''��GENSF''•.9 i TITAN II FOLDING IMPACT PROTECTIVE SYSTEM AJGAL NOTE FOR COMBINMON OF SECTONS, ED. = EDGE DISTANCE ,• T E C O INo. FOLDING SHUTTER CORP. DATE 1-MOUNTING SECTIONS CAN BE COMBINED ( 066 o3 SEE SPECIFICATIONS ON SHEET 13) T = 7xETISTREEr PALE �� TILLTT TESTING 3 ENGINEERING COMPANY IN ANY WAY TO SUR ANY INSTAIlAMON. aea.se,a axe ONma A n m,ea T PNM •n 33413 15-014 A'• S F �' `bv.:tsxlSri. .Tm:(]m7C/,_nLT1 pl:1800-61J�371 a-maT: ODOr7bel.mm w�w.Tddagd,uNera.can dUWINO Ka %� ®-0006719 1 SEE UMRATIONS FOR®ON SHEET 2 wALrzR a Tnflr Ur.P.E. v.r _ �� � E •FLOFCOA Ue/44167 x•,An+ SHEET 5 OF 13 111111111 1/4-OL!/4'3/4'1EK5 SCNEW OR 1/4'x 3/4' BOLTS W/NUTS&WASHER O 8'O.C. 0.060'THICK SS. POURED CONCRETE OR r ROLLER HOUSING I MN SEPARATION NISFP ON CONCRETE BIDE WALL 1O CLASS (SEE SCHEDULE OP ZONAL.RAN HOOD I�—(SEE SCHEDULE ED• (NON-STRUCTURAL) I ON SHEET 13) T Or ON SHETT 13) or ODIR�IID11 04 1 ®T H T (SEE SHELT /10x3•S.S.S.M.S.W/1/Yr ALTERNATE 3/16'ALUM. ALTERNATE 3/16•ALUM. _ POP RNETS O 5.0 'O.C. x3/4'-LONG N11.ON BUSHWGS._ POP RAS O-S'O.C:-- _-__ _ _ _____ _ _ _ _ AT BAR._ BOTTOM),yp.TOPET(CHEPT ATD I �ROI.LER AT REAR.1 HOUSING(ITP.) IN NYLON � ____ _ _ _3d o.8S5h(1YP-) �N3/ts•ALUM.POP rtlL£TS 1 R Pq /18•ALUN.POP RNEIS • - C.BOTH 906 OTO'O.¢BOTH SIDES O'10.0. - -- - -- - ----- ----3/16•ALw.POP 0. _ -_ _ _ _ _ _ _ _ _ _ ORIENTATION 8 - -RNL�S-/A 10'-O:C.-_ __ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _—_ ___ _ __ -- +10 s Jr"55.S.YS.W/ 037J LONG NYLON M.0.1fiSx I MR.3/4'PLYW000 BUSHING W[A 0.150' I MR SEPARATION 0.270x0.030' S REQUIRED PLYWOOD S 1/2'MIN. REQUIRED LONG TOP SECTION 0.500.1 70 G!/SS ULTRAFAB O.D.AND 0.245'i.d.AND WEATHER t+ 1/4'/TAPCL7N5 OR ..j 0.223'LONG BOTTOM (SEEON SHEET 13) SRIPPIN;FA 1 O� �7� ANCHORS 6'OG � ^ WASHER k NUfTO 10'O.C. SECTION 0.32D'O.D.AND SDE(TYP.) ®T 8 EACH SIDE 0.245'Ld. Q _ (T/P.) '^ 1/4'TNRU BOLT W( b 1/4'0 TAP'CONS OR ly POURED CONCRETE OR WASHER&NUT O 5'O.C. CRETE-FLFJL ANCHORS e'O.C. CONCRETE BLOCK WAIL 60 -T6 CONT-ALUM. CONCRETE BLOCK WALL ALUM.ANGLE OR BENT T PLATE or REOWRED 2'x4'OR 2•x5 xi/B- POURED CONCRETE OR 5k3k1/B'6063-TO CONT. ALTERNATE J/16'ALUM. 63 T ANGLE REQUIRED PTPAR 05'T.0 ® ;Tt AT STANDARD COUNTER-TOP MOUNTING INSTALLATION ALTERNATE COUNTER-TOP MOUNTING . SECTION 5 INSTALLATI'OIJ SECTION 6 IMAX.A.S.D. DESIGN PRESSURE RATING= +66.0, -66.0 PSF MAX.A.S.D. DESIGN PRESSURE RATING- +56.0. -65.0 MF z I 5� a EDOVETS O -10O.GBTH s (�CLASS 5SCHEDULE - I ON SHEET 13) 1 ALT"RNATE LEC 1 or &ANCHOR ®T Mal O. ORIENTATION & CORNED"QALTERNATEOR LEO (SEE SHEET 13) &ANCHOR ' ORITNTATDN 1/4 W s 3/4'TENS SCREW W/ W POURED CONCRETE OR 6/8'WASHER OR 1/4's 3/4' •3 CONCRETE BLACK WALL BOLTS W/MRS&9/A'WASHER O REQUIRED 4'O.C. B ' BUILD-OUT FACE MOUNTING INSTALLATION_ C4 SECTION 4 13 ) EQ. E0. 1/4.0 x 3/4.11]6 SCREW POURED CONCRETE OR OR 1/4'x 3/4'BOLTS W/NUTS CONCRETE BLOCK WALL &5 B'WASHER O 6'O.C. INSTALLATIONS DETAILS INTO CONCRETE RE°D'E & CONCRETE BLOCK BUILD-OUT FACE MOUNTING INSTALLATION SCALE N.T.S. ION 4A (BOTTOM) FLORIDA 13UILDING CODE (High &Non High Velocity Hurricane Zone) `�`````P� •CEN ''• . ®2015 rLTEG0 IMG. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM NOTE FOR COMBINATION OF SECTIONS: * E.D. = EDGE DISTANCE 1-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) r I L E C O,,, FOLDING SNUFFER CORP. IN ANY WAY TO SUR ANY INSTALLATION. DATE •k J TiWT TESTING&ENGINEERING COMPANY HEmsnnT n. 70"P FL 15-014 Rw.Cmfilxn-tsv.Fe<:(JmP7t-1631 Pit 180D-1HJ--6371 T SEE LIMITATIONS FOR®ON SHEET 2 �CL rme®L-01temoad.cun ..rracmgdeMasmm DRAWING Ile i WALTER A.TILLD Jr.ME FLORIDA Lie.f"167 a SNOT 8 OF 13 1/11111111111111 - •MIN.ED. POURED CONCRETE C0NNEITI 011 CS REQUIRED (SEE SHEET 13) ROGER HOUSING OPTIONAL RAIN HOOD (NDN-STRUCTURAL) — Iox7 B.s:-sus-w/-Vz`o----- ------- —---- -- -- —,_ - — (2)NYLON x3/4 LONG NYLON BUSHINGS TEOLLFRS 0.855'0(TYPJ (Typ.TOP)AND 1'LONG(TYP, 8 BtRTOA),DLL'FPT AT ROLLER HOUSING M-) -- -- - ----- ------- ---- OZ73'LONG NYLON 3/16•ALW. - -- - ------ ----- --------- RNEIS. -- - — ------- - --- BUSGNG W/A 0.160• POP O 18.0.a - - -- - - - - ---- --- -- _---_ ILONG TOP SECTION 0.500• . O.D.AND 11246'i.d.AND COM.OA B3'x0.270•x0.030' 0.223`LONG BOTTOM ULTRAFAB WEARIER SECTION 0320'OD.AND STIUPPRIG Ek DDE(TYT•) 02�;a. 1 or 1 or n 6 1. ®t u9 M TO CLASS ON ®t ass (SEE SCHEDULE I u8 ON SHEET 13) MN.S "MON -Y0 MAtS ( SCHEDULE / or MIN.SEPARATION ON SHEET 13) ®t 1/4.0 x 1'TE%SCREW OR - TO CLASS 1/40-2041'S.S.US WITH 7 f'�(SEE SCHEDULE T t l� OPOONAL RM H GUATID NlR&IYiLSFER O 4'0.G I ON SHEET 13) (NON-SIRIILTURA.) ALTERUTE 30/16'AWM. OPTIONAL RAN GUARD POP RTUEIS O S'OA I (NON-MRUCTUR41.) AT HEAR. q e ALr3 IE 3/16'ALUM, . ' 9 ~ ALTERNATE LEC .R•, POP I3JES O 6.O.C. ' LOCATION WITH AT PEAR. ' s 3/16'ALUM.POP RUM ANCHOR 9 ci em"mi N C7 n , Olt). 0.a HE BOTH SIDES (SEE SET 13) 5 /16'ALUM.POP RIVETS • O 10.O a 80111 SIDES r EDGE OF EDGE OF / �PIRJJfLE SLAB E POURED CRONE ppf1EP.IId)CA APPLICABLE / (SEE SHEET 13) POURED CONCRETE R CONCRETE / REQUIRED. - EQUTIED CONFLm m • ON.E0. ON.EDL •MN.ED. ( SHEET 13) •MIN.ED. TRAPPED MOUNTING INSTAL _CATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING _ SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 78 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE: N.Ta ti tiH 0/AAA FLORIDA BUILDING CODE (High k Non High Velocity Hurricane Zone) `\\\\��•.••••"'•••.••1/�.i 02015TLTEDOIHC TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ww" - rlN;A�NY m1R cnuRINATTON OF SECTIONS: * E.D. -EDGE DISTANCE ``.,�1Q;:JpENSF '- UNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) 1mt ne 03/10/15 WAY TO SUIT ANY INSTALLATION. Fa�nlacIIm>:R CORP. w,E T 7069 IiEbTRFET PUCE T1LlEi TESTING a ENGINEERING COMPANI' WEST PALM DE00.R.33413 / Sas wa x11. �..3x,tiaam a+mlxt:D.Ates a�1800-613-63n 15-014 ' t SEE LIMITATIONS FOR,®TON SNEEf 2 •.• t nes..Pa'saSER A.m.r:(sn7ert-tat �` -mal:LOleee0aal.eam .fol8igehuBesmn OM18N0 Liu 0006719 ems WATER A Tal7f Jr.EB- PF- SHEET°tlf __ _ FIARIM Uc/x4167 wlwa 7 OF 13 c. Poum Or CP011 ieE SAW LOX taw TI®[rtn 9]�lIE . BLDG(vall RppUOR (�Smomo (2)BONS W 1/4-0 norma X X A+�+PRS OfP-)(�SAA / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE TOP OR BOTTOM) (•)+•'�]/•' * ------ --7 ----------- ALLOWABLE TUBE REQ'DANGLE NUMBER OF ANCHORS AT afar PERS MME 0Ef3 0 00 0 o MAXIMUM SPAN LENGTH EA. END PER END OF TUBE Nr TtmE lmi eOlmltE -- -'-' --- --- - TUBE PRODUCT 600'-Te ALLO1• 0 0 o o SIZE TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM /49-.3/.4=TDL21aO.W==- - -_---__ - - - - - - tem''-- - SPAN _ o e•oa -- - - - - -- - - ___ _ _ __ TUBE TUBE TUBE YN'a rr 4aJ1T I; 60' 106.0' - --- -1J- -`a -_- 5G1c1/41 LLNetH R11/4'.IE110IN �MEMO 2"x4"x1/8" 96' 85.0" 17 10 - - - - - - - -- - - - - _ 8 __ g- - - - -1 -- 69-0 - -- 13 eov ISP A�Nfa� 8 - — _�-�80'— — 117:0" a � __ f 4t —I____�---� 2'x4"x1/4' 96' 110.0' 22 12 m sacG14D p T tl •SvA+ns m 144" 91.0" 21 12 ----- ----------- -- ------- ----- --- -80"--- --109.0---- TYPICAL ElEVATNNi(TUBE AT TOP) ---- --- -- -- -- _-- -- SPAN TUBE MOUNITNG INSTALLAIM —mss 2'x5"xi/8' 96' 100.0' 21 12 a 144" 81.0' 17 10 YML N.TS SPIN 7t.DE • •+n•MtK 80' 124.0' 21 12 I t'ET+Nc•tmn t/a'^r- 2'x6'x1/8" 96' 114.0" 21 12 144" 93.0' 21 1 12 ,Y.4 a J4]'a TIC VALID ALSO FOR MIDHFJGHT TUBE INSTALLATION ONLY WHEN THE SUMATION OF THE 31a1n/41 lFTtLTH pT AFF •.'4y%3 94UMM HEIGHT ABOVE&BELOW DOES NOT D(C®THE MAX.PRODUCT SPAN ' iIFaAE a5 w to uw.n1aE SHOWN ON TABLE 1. (sEE satmul� 5 Y Y y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) 73 3m MAXIMUM t/4•r.]/4 roc txmo 0 0 0 o TUBE PRODUCT ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS otroC. ---- - --- SIZE SPAI,1 SPAN LENGTH EA. END PER END OF TUBE spm tu4`P12ttxaenaE GmT-TB ADAC• (SEE SEDUCO 60' 76.0' 13 12 (e)1/4•.3/4•=s'mr4. sm 1�PERL 2-x4'x1/8" 96' 60.0" 17 15 m ) a r ouxam,ua x D n C"PJ 144' 48.0" 13 12 t•a�mete (>a RaesOE t/�y TIPms p�&.)[�somuwTTPICAL ELEVATN)N ffUB AT T BOTTOMI 80' 87.0' 21 18 SPAN MBE MOUNTING INST)TATIDN 2'x4'xt/4' 96' 79.0' 21 18 _ SECTIG/1 Y •Sm I= 144" 85.0' 21 18 (e)1/C x 3/4*MG$ME SEEM a 3LT a 31011/4• 4 t/3•.Ee. AT Y as 1nNotwN - ttNCIN eom-T.Awu,,aa� (n+' PEN! 1n.�-ROF 80" 77.0" 17 15 oft 4•r �(aTE txNmtxE) 2"x5'x1/8" 96' 70.0' 21 18 (1PJ SC FDUE) )i 1 p t 1 144' 57.0' 1 17 15 >h 80' 88.0" 21 18 p7 a 2'x6"xt/B" 96' 81.0' 21 16 'I Z Z 144' 66.0' 21 18 o" D 0 1 INSTALLATIONS DETAILS WWZ SPAN TUBE INTO POURED CONCRETE 1/41 x 314'+xCCr&v ------------- ' -OR-GROUTED CONCRETE BLOCK WALL o rOA. 0 0 0 ------0 0 0 taw TUBE PD1 sooner Spw nm[PFR sowitE 6017-tt Al1AY• O O o O O o MAX•ASA.DESIGN PRESSURE RATING-L72.0 PSF '4'a3W 3 N/4 a ,BERM 5063-TI NTE FLORIDA BUILDING CODE(High& Non High Velocity HurriGOne Zone) ` - sacuT :� Q• • GEN 9%y 0201 nuEco wc. TITAN It FOLDING IMPACT PROTECTIVE SYSTEM GPAMn A.a/LLL I� o* LL E C O o c. FOLDING SHUTTER CORP. "'DATE15 BfAo:y R•t T 4'a]'6 s501t 4• ' TRLT TES(1NG R ENGINEERING COMPANY �9 T PLACE It3LTN oro-Te AttAL/WGE �` t�N1.sp.R.tx xe•vr,o.0 sttaa we"All BEIClL EL SI41J 15-014 (N t/4•.3R•TExs s1TEr «Spmur.) TYPICAL E_�QF AT YIDH�GNTI � w�...o>slert-tsTa.Pm:rymlen-tm, PFe feoG-eaT-u72 '•.� P.,:� ` e- M tntememl— —fok rq u,feb - ORANNO Ne AT a na SPAlauaruwu 0 c umUN71N0 INSFAI!•TION '� ?s WALTTA AOnLLFr&.P.E. T SFE WDATONS FOR®ON SHEET 2 Q H,WGOA LIa+44167 aNn. Cif`T7(TIl 2 ' A SKU 3 OF IJ 1/4-0 X If.- VP=VS/CREI1E_FM (SEE E)MSrM CLASS ANCHORS 0 fir O.C. STINO smucnm ON.E.D. Y 5.758'Cr P.) SHEEr 13 EVS71NO SITNUCTURE 318 0..1 3 Rfffl1OR___ T -FLEX -xPop 311'r 31,V MIS 0 ANCHORS OzIW O.C. 1/4 Ir O.C. 3 o or-1 T- r or Q16 0 le O.Cm FMD CONDITION z 90.0' GD.v b-POP MIS�R SH N ;4 . R 30.O.c. EXTERIOR (SEE NME 1) (2)@a 30r O.Cm a hN 221)Aft UP To 92 MIDSPAN MR U 9` O.C. WJ3 2b. API aUP 0 ain. -uP TO I- HORIZONTAL SECTION 2 M,SPAH mmw SCREW z-Ran I (LEVERS INTERIOR HORIZONTAL SECTION SCREW 1"Y BE MTALLED (LEVERS DRONM IMMOOR OR DaMOR) M X ON I Nn"OR OR DOIERIOR) ON atcnloR) .1 'POP RNEIIS rAIXIA"CORr' mmr vARr AT LAsr mg ju wAmm 6063-Ts D 4 OR 4 OR SHO SHO I HOV� SH LEX S EMSHNG SIMCMITE M—\ ANCHOM ANCHORS 6 18.K®r.m Ft s-F_Lw_mmT.PExstp.c SIUATUFMYE DaSIM STRUCTURE MU"�MiNGLE EO. E06 N. M I T__ e �/f, 7-n.— END CONDITION J Is POP RR&TS OR 1/4'V 31r MIS OR ",-Sle SOLIS W/ END LOCK ANGLENUTS 0 12"O.C. END t,=K ANGLE HORIZONTIAL SEcnom HORIZORM SECTION 2'.2o I/ NT.AUA*M ACFV,�4;TEX ONE ONE LOCKING 11111F SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR w O.m 0 CENITERPIECE 0 S*O.C. CENTERPIECE I , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE(a A 12,00 INTER40R ECE 4 DR15 MR TO go MU SOLID THERMOPLASTICT MU BE INSTALLED. THE TOP 1.100- OF THE TIP SHALL BE SQUARE, SPAN&(3) a 11. 0.357'x0.357' AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE @ AND SECURED O.C.0 UP To 14V SPAN IS ,M",u '0 0 INTO TT WITH A 0.120' o.d. HOLLOW PIN. THE BOTTOM 1.100' OF THE TIP SHALL BE 0.363' DIAMETER WITH SCREW W OE No'. A 0.200" LONG BEVEL'TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM pmmR OR DffmoR) OF THE TIP A SQUARE, 0.475'xO.475"xO.085*THICK COLLA.R MUST BE INSTALLED. AT THE TOP OF THE4 OR ALUMINUM LOCKING TUBE @. A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE qSHOWd (J)PIECE, 1.375- LONG, WITH A 0.366"xO.36exO.630" LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE @. THE TOP OF THE PIECE MUST INCLUDE A 0.684- DEEP BY 0.188' WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. boo SOLID THERMOPLASTIC TIP INSTALLED AT @ SHALL BE ENGAGED INTO.3/8"0 HOLES DRILLED ON THE OUTER 01AX.) HORIZONTAL FLANGE OF Top/ebTrom TRANS. Tmm oR 4 OR SHOW wl,1111p,.1111110"l, ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL TIL HORIZMAL SEMON cm FLORIDA BUILDING CODE(High &Non High Velocity Huniccne Zane) END INSTALLATION DETAILS INTO CONCRETE, 0 2015 TO TUG INC. TITAN If FOLDING IMPACT PROTECTIVE SYSTEM mm ff" No44167 A.G./U.L . CONCRETE BLOCK & WOOD (AS APPLICABLE) FOLDING SHUTTER CORP. 03/1DA0/TE 6 z mur=NO ENGINEERING COMPANY 70"HDASUW PLACE M m MIN WEST PALM BEACH.FL 3M13 15-014 IMI PH:ISOD-G43-6371 tilt. _fdawmft__ DRAWINO R6 WALTER A.TILUT Jr.P.E. AlE nMGA U.1 44167 eNOIn SHEET 9 Of 13 :r 2'x z•.Ile" ALUMINUM ANQE BUBO-OUf YOUM PER swnON 4.SHEET e A A _ - - _ : 3 8 EADHIEC OF- ALLWM .MHQE— ____ _--_.___ANG[Y LEO wOAD CE- AWA Id Of+EMNG.NO ANCNOi6 BUILD-OUF YOUNf PER SECnON A SHEET a (2)3/1K POP Rwm EACH LEG OF 214, ANGLE SIMILAR AT HEAD ALTERNATE\WL EXTERIOR ELEVATION ANDSILL AND BOH SIDES PLAN VIEW A-A UOLW FOR OR 9M /ONt� .` OF PRODUCT l 1 OPTIONAL_SIDE_ANGLE (2)/ t T/Z':r L/2 1/e•.0•_2• (FOR SIMON 4.SKEET 6) TOS OR 3/18'POP MN,ALUWNUIf ANGIES`70P R RAFETS PFAANL1TIB!£TD DOITOM OR To VIAL(2 RECIARED) E2)L/4.T/PCON/ . FA.-RCCLE ® 1/4•r x 1 3/4' TIRdE/CRETE-REX 2 , FEND REM MAY DE MT ANCHORS a 1e'O.C. OR L 00 3/16-POP WXI3 OR 3 Ex6TLNG STRUCTURE 0 12.O.C. 3 ,n HIDL WII CORNER POST •:�! OF CONCRETE � ISOIAETRIC SLAB CreP.AT TOP AND 90TTN1 MAIM) END PIECES D DE MT 'I 9 END CR L END TRAPPED END CORNER POST. CONDITION W/ FLAT END HORIZONTAL SECTION . FLORIDA BUILDING CODE(High &Non High Velocity Hurcicane Ione) ; : ��GENSF' ,: '•ti 020131R1EC0 DTR TITAN II FOLDING IMPACT PROTECTIVE SYSTEM aK� END INSTALLATION DETAILS INTO CONCRETE, CONCRETE BLOCK & WOOD (AS. APPLICABLE) No.44167 FOLDING SHUTTER CORP. ICO 'DATE" *_= L E �M�. TIUIT TESTING e:ENGINEERING COMPANY 7099 H A M EET PLACE I A�1 / - ®J Nr.3M+H.Sd 3L6 VIVr.M H(OBI>;R SltlC WEST PAM MAW,R 33413 15-014 o ITen..em7nt-t�0.Fa..tml9N-HSTt PA:1900-643-9.771 i �FI M-0006719 WALTER ..+.fcld.gNnREOreem DRAWNO Ne WALTER A TI ujr Jr.P.E �- ' FLORIN U, 441177 ar,r Nv.. +r e�A +r[ SHELT 94 OF 13 Lr ,r WALL FlNISH OPTIONAL RAN HOOD (NON-STRUCTURAL] rWALL FINISH ROLLER H USING _ f0>r3 55.S.M.S.N/1/2'0 x314• __ LONG NYLOW, (ISHINCS mho —AT -___._CTW �.-IXCEPT_ - .•. AT ROLIER HOUSING ____ • ul 0.060 INCH S.S.ROLLQt HOUSING a _ t — _I •,. OPTIONAL RAN HOOD yam,, NYIDN v.v i.. z'zt•carr.HOOD.HEADER REO'). /10 z 3•SS.S.MS.W/ 3/16'ALUM.POP 0.373'LONG NYLON RIVETS,O 10'O.C. 011!!lE1.•IION C7 BUSHING W/A 0.150' 0.1635N270' LONG TOP SECTON OS00' 1 0.0,AND 0.245•Ld.AND �•�• _ 0.223•LONG BOTTOmor , SECTION 0.320'O.D.AHD WEATTIER `V' SRFA ® t c 1r; 3M.POP 0 0.249'T.d. 510EE 0(i"W.) i,I /16'ALU ITYPJ 99 \'J y.R WETS.O 16.O.C. GLASS MM.To SEPARATIGLASS ON 27:4'CONI.WOOD ' �To PARAT ON (SEE SCHEDULE 1 Of HEADEL REO'D. �W.�SCHEDULE 1 Of �+ 1 ON SHEET 13) ®t ON SHEET 13) ®t W.. 2514•CONT.WOOD ' l� PLATE REWIL WALL FACE MOUNTING INSTALLATION $ F'` SECTION 2W (TOP) ' CONNECTION C1 . WAIL.FlNISH WALL FACE MOUNTING INSTALLATION SECTION 1w INSTALLATIONS DETAILS INTO WOOD FLORIDA BUILDING CODE (High d Non High Velocity Hurrieene Zone) t SEE LIMITATIONS FOR®ON SHEET 2 I Q.,• 0 sots TILTEOD he. OuxN DD •��GENS�r'. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM PAIN 0 NOTES, 4 NOTE FOR COMBINATION OF SECTIONS: 03/10/15 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO _ IL E C O im.. FOLDING SHUM CORP. DATE BE HAVE A NUN. SPECIFlC DENSITY OF 0.46 OR EOl1AL t- MOUNTING SECTIONS CAN BE COMBIN(D _ 7090 HEV517MET RACE IN ANY WAY TO SUR ANY INSTALLATION. - r3 nwr TTiSi1N0 a ENGINEERING COMPANY,d•, ! = rasa w�.aen>s.s,..ssz Masa,e,Imoa n.m,m WEST PAW 6EAa4 R 1T113 15-014 '��-•,L4t R....,t�Oalsr+-,sm.r«,(s�aPn-,ss, PFt 1600-M3-6371 .0�.� -mdED n0009719 ....rddi gehdte a cam DRAWING fIu WALTER A.T(1R P.E. P. Ttanw 1/44167 �,� ww 9TE1T to ar 13 1/4'0 x 3/4'TM.M SCREW OR 1/4•x 3/4' BOLTS W/Ii1TIS&WASHER O v O.C. Sh E)GSMNG WOOD BEAM REQUIRED.STRUCTURAL ADEQUACY OF EXISTING WOOD BEkM TO IE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR ,,,.. WALL FINISH THICK So i SEE LIMITATIONS FOR ®ON SHEET 2 TD'PRODUCT INSTALLATION. _2W T. 04 iiElFt D HEADER _ oPnaNAL RAIN H000 NO7E FOR COMBINA110N OF SECNONS: - - - IgO•D, ED. E0. (NON-STRUCTURAL) ry 1- MOUNTING SECTIONS CAN BE COMBINED OONlEL'IKStI Co - - - - - - - - -- - g--- - - - - - 010x7•S.S.S.M.S.W/1/2'0 x3/4• -- IANC MwN.,BUS10NG5_(Typ.TOP) IN ANY WAY TO SUIT-ANY INSTALLATION. - ------------- AND-1'-LON6-(Typ:BO7TUM)�-IXCFPT------------ -----__-- - -._... - _--- - - - - 'M AT ROLLER HOIISIRG(f W.) NOTES /PRQUL RNN IWOO �� : 1{ n•5"�I (2)Rn.OFI a .^a' 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TOM�_� BE HAVE A MIN.SPECIFIC DENSRY OF 0.46 OR EOUAL i' 1 Y�li 11 I 8 I I I f—T I 3/16'ALUM. �_li L-J I LL_�•I- -"�'-- 8 ®PBT O.C. a1BU5MNG W/A 0150/LONG �0.37r LONG ON A4,TTDTNATE 7.EG. J/18'ALUM. LOCATION CONE. 0.5W'O.D.AND 0.245'Ld.AND 0.223'LONG POP RNETS. I (SEE NOTE•) 0.163k COW.x0.030' BOTMIA SECTION 0.320.O.D.AND 0.245'Ld. O 16.O.C. ULTRAFAB WEATHER cryp•) MN.SEPARATION I STRIPPING Fit.SDE TO GLASS. Or ®r�? (SEE SCHEDULE ON SHEET 13) or®1 � TO CLASS gt� MIN.SEPPRADON �e 1D GLASS H `W + (SEE SCHEDULE 7 or SCHEDULE ON SHEET 13) ON SHEET 13) 1 or® T ... ALTERNATE 3 /18'a.uM AI.TTRNOE LEG 1 or® f POP RMAS O 6'0.0. •+ =R ATm rr LOCATION I 5EE NOTE• I r-- f_�-r- (MON-S ) ALTERNATE LEG AT REAR. I I;-1 J f ,I - ( ) LOCATION I �I L J I I (SEE NOTE•) 1 ice____.=-..I __rte II MIN IALTERNATE / 16'ALUM1� LL�,j POPS O 5.O.C. AT PLATE CONT.I I-- ---1-___-T-� i� n3 .,.-T�•E.:� O a� REO'D. j ii n 9 8 WOn� '9 p •� 3/16'ALUM.POP RNETS - t C1S O 10'O.C.Bo1Ff SIDES nl 9 a - ::f-`,�`"�: 6? 3/18'ALUM.POP R&M d $ $ BM OSIDES E0. E0. O 10'O.C. W _ 2'x6'MIN.WOOD _ ED E0. DECK REWIRED 2-.4-CONE I v 1/4'0 x J/4'TEKS SCREW (NO FINISH ALLOWED) •�• 1/4'0 x 3/4'TEKS SCREW WOOD EMDD 1 1 OR//4•x 3/4'BOLTS W/NUTS W/6/8'WASHER OR 1t1 &5/8'WA41Eit O 6'O.C. COMmm m M ':3/4'BOLTS W/NUTS& 1` I CONNECTION G4 WASFIT7t O 4'D.G. 1 M01.ED. 2'MN.E0. Gy WALL FINISH WALL FINISH BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION BUI D—OUT FACE MOUNTING INSTALLATION SECTION 4AW (8•OTTOM) SECTION N SECTION 4W �,,,,,,AaTwA„rA �(� A AAS FLORIDA BUILDING CODE (High &Non High Velocity Hurt'cone Zone) NOTE 0 'ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED S�:•''��CEIVSF;':;��'� ®2015 TTLTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM "A"IT, Ac/Ma. INSTALLATIONS DETAILS INTO WOOD IL ECO�M�. FOLDING SHUTTER CORP. °°DAFE SCALE : N.T.S. R-a/J '�' T1WT TESLiNo&ENGINEERING COMPANY 70” T PLACE 'd /,(Sy'f E]!!Nt.J!M 54 51.]QS,VDC4M WmetG R S�•6! WW PALM BEACH.EE 3343 15-014 ,. �90�••••C� ��` P'e•.�ET'T3-OOae7 �W 19' :it LM aow m1l1 DPAWM w F [` `` WALTER A.THJ1T ll P.E. °1• �'� i/AA'/tSf•• •``IAAIE FLORIDA LL6/44167 •TAvo xn SHEET 1T OF 13 n uNT SON I 7D SEPARATION GumATION or ®t (SEE SCHEDULE �S ON SHEEP 13) ON SSCHEDULE HEET'31 W O r __ __1/i'_0 z-1'7Ex:_.I. _. ._- ___ _. _ `.. ___ _ - _ _ - - N �o�s•or« _ n>, -SCREW OR-1/40-20':1' S.SS U NWITH — --- ----- Ar-REAR.—'--- - - - - g ------------`---- ----- — � - 3/16'ALUM.POP RNETS n O 10'O.C.BORT SIDES E F SUB F APPLICABLE P ___-_ - __-- ALTERNATE LEG 11 Qa ••�� YS COIF RPPUR>MTM 07 _ _ _ - -- _ ANCHOR LOCATION I-� (SEE NOTE•)�d - 2'x MIN.WOOD DECK REOUIRm (NO FINISH ALLOWED) CONECMNI Ce SLAB I F 2'MN.E.D. . OF APPUCAVUE =�— SLAB IF. 2'MN.E.O. APPLICABLE t SEE LIMITATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION 1 NIH.ED. t'MIN.ED. NOTE.FOR COMBINATION OF CFCr10NS: SECTION 7BW (BOTTOM) 2'x C MRL WOOD 1- MOUNTING SECTIONS CAN BE COMBINED DECK RDOUIRED IN ANY WAY TD SUIT ANY INSTALLATION. (NO BN19i ALLOWED) MIN.SEPARATION FLOOR MOUNTING INSTALLATION 2'x4'CONT.WOW, TO GLASS . PLATE Rf1YD. ON SHEET SCHEDULESEE NOTES3) SECTION' 7AW (BOTTOM) I- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO • BE HAVE A MIN. SPECIFIC DEN$RY`OF 0.46 OR EQUAL '._;'��,:?,: ' (3)5/16•o UG 2� 2-SEE SECTIONS BW& 14W FOR MAX.A.S.D. DESIGN —WALL�� or®T b SCREWS W/2 1/2'MRL I MIN.ED. 1 PENmkn,O.'Ne�Arnh vIDM�011I PRESSURE RATING &SPANS 1'x a'x ONM b 2 OF PAFrs rNUSSES 6063-T6 COM. (') o ALUMINUM TUBE • o 1/4'x4'(6063-TB)FLAT EXISTING 2X WOOD _ PLATE W/1/4'4 x1'77]( TRUSSES OR RAFTER 2'x4'MN.WOOD STREWS O O'O.C.IN AT 24'O.C.MAX. STUDS O 16,O.C. 1 I $ c B T*EFN TRUSSES OR 1/6•x4'(60 )FLAT 1 , PLATE W/1/40 xt'TEK _ SCREWS O 4"O.C.IN ANCHOR an 114 NOS WOOD 1/5(3EEW5 OR 1/540 e 8 fiEIYfEEN � - EDGE(IF APPLIC ro E) NDS 1AG SCREWS AT MIUMDTH OF EA.STUD W/ 2 1/2'Wo.THREADED PENEIRAn@I INTO WOOD g I =•y STUD 1/4'0 x 3/4'TEN (2)N11.ON 1/4'WX.PLYWOOD EXISTING SOFFIT STUD /'-20 x 3/4' ERSm --/1Ox3•S.S.S.M.S.W/1/2'0 x3/4'IANC C. Ss BOLTS 1 4 O.BS' (11P.), NYLON BUS-INGS(Typ.TOP)AND 1-LONG 1/4'0 x 3/4'TEX O O.C. 015 I e R:.) BOTTOM),EXCEPT AT ROLLER HOUSING � � SCREW O G'O.C. d10 x S SS.S.MS.W/ 1� 0J73•LONG rmDN � MOUNT TON WOOD STUDS MOUNTING INSTALLATION . P SECTION 0-';Oa' INSTALLATIONS DETAILS LONG TOP SECTION 0.500' 0.1W'xo270' .SECTION.. 1.4W (BOTTOM) O.D.AND o245'Ld.AND - MAX. A.S.D. DESIGN PRESSURE RATING- +60.0• -60.0 PSF 0.227-LONG BOTTOM MN.SEPARATION Ae � INTO WOOD SECTION OJ20'O.D.AND lD 67.A55 WFA1HE1t T Qy \\N n01111111MIfff�g FLORIDA BUILDING CODE (High& Non High Velocity Hurricane Zone 0245•Ld. (SEE SCHEDULE STROPPING FA ar®t 1a SCALE N.T.S_ \` 9 9 Y ) (IYP.) ON sFRET 13) SIDE(TTP.) `�` .••........ ✓ : 02015 nLTECO INC. OR"BY: ay�Q.• ��CENSF. •.9 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM I•0./M.L I L E 4 O,,,. °"ATE FOLDMG SHUTTER CORP. DATE HEADER TO TRUSS MOUNTING INSTALLATION =*Z33 •* 7089�F PLACE TESTING h ENGINEERING COMPANY SECTION 8W (TOP) - ./ Nce nw Sm.s!.a.m1�M or�xS n]alae WEST PAUL BFAOL FL S7N3 15-014 s o� '_' ;,��2` °.'•,r'�n:'Emu=Ie'_,s„ PrEf 1600 eu 63t1 �.ddingMWltalx.mm D9ATAN0 Ke MAX. A.S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSF '' P WALTER A'�71Jr.P.E. 1 eeewu ^^� o• ea n.0mm Ela 1 44167 m nm mown a SH ET 12 OF 13 At I h 14 �fff111111111111- - - - /t (f MAXIMUM WIND PRESSURE »ad 1 �;ONNECTION CAPAI;ID 5CHR F CONNEMON CAPACITY SCHEDULE D.COQRESPO DING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) ��TS SPANS SCHEDULE. FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE& CONCRETE BLOCK FOR SHORTER E.D. (2" FOR A, 2 1/2- FOR B & 2 t/4" FOR C ANCHORS) -_ UkVMMSM -A - +u�P- CONCRETE CONCRETE BLOCK STEEL WOOD TMF+N MIN. E.D. SHOWN ON ANCHOR SCHEDULE 7,,,7/ pmnm NEAaME CON. "ANCHOR- - ANCHOR TYPE' --"-- ---' ANCHOR-TYPE- -_<ANCHOR- ANCHOR ° + TYPE SPACING TYPE TYPE CONNECTION-ANCHOR- - - _CONCRETE CONCRETE BLOCK TYPE SPACING ANCHOR TYPE ANCHORTYPE-_1440 -444T- =184-Ib ft,.:- A B C A C E ACF A B C A C '60.0'- -60'- -88 Ib R--_-_- ' =9-_-425_-L8/FT _-_»-.--.38$ 48jFT--157_:.LBjFT_,13q.'LBJFT Z56 LB/FT 397_LB/FC 35 psf 100.4' 100" 146 ib ft C7 6 473 LB/Fr d18 LA 2tBjFT 242'LBjFr 383-LB/FT"432-LBjFT- -CT--- 9 417`_LB.FT_. - 388 LB FT 134.LB Fr. _ 144" 144" 210 Ib'R 12 387 FT - 334 IB 1 8 LB FT 142 LB Fi 271 LB FT 347 FT 461 LB/F7 - 418-LB'FT - - -202-Ls,/Fr- 36 -- 61.4 60 100-lb/ft C2 9 456 LB FT - 362 LB/Fr 250 LB/Fr 190 LB/Fr 318 LB FT 380 FT 12 375 LB/FT - 334 LB/Fr - 142 LB/Fr - 40 psf -100.0"--=100"_ C2 9 417 LB FT 362 L8 FT ' 144' .. i44'. 240 Ib ft -�----.6----525_L8 EL-__---- -4i9_LBjFf _3:12_LBjFT 285 l9jFi 353 LB/F? 443 !B/FT j J - 180 LB/FT =_=_=6-_502-tB.FT -__-_-. 419 LB/Fr LB 60.E 60.0' 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/FT 329-LB/FT-- _ 80.0' 60.0" 154 Ib ft C3 6 496 LB/FT - 375 LB/Fr 236 LB/FT 202 LB/Fr 208 LS/FT 405 LBjFr 9 372 LBAT - 309 LB/FT ---- -1-134 LB/Fr- ' 46 psf 87.0' 97.0' 18lb/ft 3 ,813 LB/FT - 572 LB/Fr 326 LB/Fr 304 LO/FfELB/FT 631 LB/FT C3 6 469 LB/FT - 375 LB/FT - 202 LB/F7 i 115.0" 115.0' 22T Ib ft 9 466 LS/FT- 370 LB/FT 157 iB/FT 134 LB/FT 393 LB/Ff 764 LB/FT - 572 LB/Fr - 304 LS FT 144' 144" 276 Ib ft C4 6 592 LB/FT - 448 LS/FT 236 LB/FT 202 LS Fr 483 LB/FT 9 445 LB/FT - 370 LB/FT - 1'34 LB/Fr 60.0' 60.0' 125 Ib k 561 LB/Fr - 448 LB/FT - 202 LB/Fr B.O 89,0' 187 its ft 3 972 LB FT 682 LB/FI` 389 LB/Fr 3fi4 LB/FT 753 LB FT 50 psi 100.0 100.0` .2QB IDA 9 287 LB/FT - 224 tBjFT 81 Lt3/Fr 83 /FT 143 LB/FT iD3 #SjFT 3 912 LB/Fr 582 !B/FT - 364 lB/Ff 120.0' 220 0" 250 lb R 6 421 LB/FT 334 LB/Ft 122 LB/FT 125 LB/FT 214 L8/FT 155 LB/FT 9 226'LB/FT - 224 LB FT - 83 LB/FT _ 144' 140' 300 Ib ft 3 843 LLB FT - 670 LB/Fr 243 LB FT 250 LBjFi 432 LB/FT 311 IB/FT05 6 339 LBfFT - 334 LB/Fr - 125 LB/Fr 60.0' 64.4' 138 ib ft 9 273 LB/FT 325 LB/FT 215 LB/Fr - - 138 LH/FT 102 LBjFi 3 681 LB/FT - 670 LB/FT - 250 LB/FT 81.0" 81.0' 187 Ib ft C6 6 410 LB/FT 487 LS/FT 323 LB/FT - - 207 LB/FT 153 LB/FT 9 221 LB/Fr 251 L11//FT 215-LB/Fr - 55 psf 700.4 tOD,D" 229'Ib ft 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/Fr 307 LB/Fr CB 6 332 t.8jF7 378 tBjFT 323 9/FT - - 1 1 275 Ib 137' 134* 330 1ft 4 269 LB/FT 301 LB/FT 183 LB/FT - - 114 LS/FT 153 LB/FT 3 663 LLB/FT 756 LB/FT 646 LB/Fr - 737 134' b R C7 3 358 IB/FT 402 lS/FT 244 LB/Fr - - 15Z LB/Fr 204 LB/ C7 4 232 LB/Fr 236 LB/FF 183 LB/FT 60.0' 60.0' 150 Ib ft 3 310 LB FT 315 LB/FT 244 LB/FT 80.0 6.0.4' 200 1b ft 2 - - - - - - 305 LB/Fr - - 60 Pat 104.0" t00A 250'Ib ft 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT 12 388 LB/FT 460 LBjFT 409 LBJFT - 115.0" tiS,D' 288 Ib ft CS 8 736 LBjFr 894 LB/Fr 614 iB/FT - - 397 LsjFr 252 LS/FT C8 8 582 LB/Fi 69T LBjFr 614 LBjFT - 131" 128" 346 lb/ft 6 982 lB FT 1194 LBjFf 819 LB/FT - - 530,LS/Fr 336 LB/FT 6 777 LB/FT 921 LB/FT 819 IBM - 59.0 59.0" 160 ib ft 65 � 92.0' 92.0' 249 tb/tt 100.0" 100.0" 271 lb/.ft MIN SEPARATION TO GLASS Rf`NI:ntRF /SNCHORS SCNEOUVIF OSEE GENERAL NOTE C.2'ON SHEET 1 126 123 360 ib ft 60.0' 60.0" 175 Ib ft ""- ON HIGH ANCHORS ANCHORS MiN. E.D. MiN. SPACING 70 psf 100.0 100.0' 292 ib ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION 121' 1 718' 374 Ib/Fc SPAN HURRICANE ZONE HURRICANE ZONE A CONC.C.BLOCK WOOD STEEL CONC.C.BL DCK WOOD STEEL 59.2`j 59.0' 167 ib ft ZONE 1.2.3 ZONE 4 A 1/4"0 TAPCON W/ ADVANCED 3.50" 2.50' 0 N/A 4.00" 4.00" N/A NA Pat 100.0" 100.0" 313 Ib ft 5'-10` THREADFORM TECHNOLOGY 177` 714' 387 Iblit AS 2 1/2' 1' 2 5/8" 3,50' 3,50' NIA N/A 3A0` 3.00" NIA N/A 80 pot 113' 111" 400 Ib ft LESS B 1/4' d x 3/4" SOLID SET 90`psf .1077 1 104" 424 Ib R >5'-10" 100 Pal 101 99' 447 Ib R TO 8'-3' 2 5/6"} 1" 2 3/4"•} C 1/4° A CRETE-FLEX 3.00" 3.00' 0 N/A 3.00" 3,00" N/A N/A 1 t0 psf _9+' 90' 468 ib ft 120 psf 87' 82' 484 Ib ft >8'-3" E 1/4' 0 TTW-BUILDE�X N/A N/A N/A 1,00" N/A N/AMN/A2.00130 psf BO' 76' 483tb R TO 12'-O' 3 1/2" 1 3 5/8' TEK SCREWS 140 psf74" 70' 484 Ib ft #14 NDS WOOD SCREWS OR 750 psf 69 66 483 ib R II F1 4' NOS LAG SCREWS N/A N/A 0 N/A N/A NJA 160 psf 65' 62' 4.83 Ib R /�AS DEFINED BY ASTM E-1996 STANDARD. ` t\1 A 1?.!�111%,i!' FLORIDA BUILDING CODE(Megh do Non Ftgh Yelaeily Humeene Zone A + EXCEPT THAT 3 5/6'SHALL BE USED ) L+:MAxiMUM ALEOWABLE PRODUCT SPIN tT)R A FOR MOUNTiNGS AS PER SECTIONS 3, ``�*? �GENs 'Q'y �1Tpjb ra�0°NO. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM °R^""Rn C1bEN P�RRIE AS.D DESIGN PRESSURE RATING. �' fi••'•. L-:MM ALLOWABLE PRODUCT SPAN FORA •4, 4A & 7A. ,." C.��,,1�!..,.���,�,„• a� (ALIEN NECATNE t S.D.DESIGN PRESSURE oJ/10/t5 / INCL DATE RATG,G. ..*~-__ FOLDiN6 SIRt�TER CARP, FINAL,MAXIMUM ALLOWME PRODUCT SPAN IS *�� � `�t TIWT TE517NG R.ENGINEERING COMPANY 7089 IE?DSDRW PLACE EQUAL.TO THE MJNRd M DETERMINE)PRODUCT L7F �tV� °�°xrn:faoelEn�m�o. ca IST•tee wm p" M 3f�13 .._ SPAN 6E'rWEEN W AND'L- . l nn ee�� r,` 15-414 pC`'•, 4QTi1V�y+'.� a e-molL��Ldem ww.Tei&qd.*W- DISANDIG No NA TER A. Jr.P.E mew __i ORIem: ax w Moe"ew FLDA U�N,D7 M vnN, 3NEET IS OF 13 Florida Building Code Online Page 1 of 2 Mill Business 9 Professional Regulation I fl!)IWa[)eM71pMof BCIS Home Log In j User Registration ? Hot Topic Submit Surcharge Stats&Facts Publications FBC Staff E BCIS Site Map Links Search Pa Busines Professi I Product Approval USER:Public User Regulation Product Approval Menu>Product or Aonlication Search>Application List>Application Detail i I„ • FL# FL5790-R10 i Application Type Revision Code Version 2014 I � ' Application Status Approved Comments Archived ❑ j I i Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.coi f;; ' Authorized.Signature Bill Feeley I Irodriguez@easternmetal kom I 1 Technical Representative ii I Address/Phone/Email i Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Trevor Johnson I the Evaluation Report Florida License PE-65624 Quality Assurance Entity National Accreditation an Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John Henry Kampmann Jr, +' © Validation Checklist-IHardcopy Received I Certificate of Independence FL5790 RSO COI 15-0401CertificationOfIntleoendence.pdf Referenced Standard and Year(of Standard) Standard I Year ASTM E-1886 2002 ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-1996 II 2002 ASTM E-330 I ; 2002 Equivalence of Product Standards Certified By I' Sections from the Code httnc•//flnrir1ahrli1c1invr nru/nr/nr ann rltl.acnx?naram=wC-FF.VXOwt17 tDmA-C)r7nnmcRkO719... 7/l/9.015 Florida Building Code Online Page 2 of�2 Product Approval Method Method 1 Option D Date Submitted 05/01/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/23/2015 Summa of Products FL# Model,Number or Name Description 5790.1 58mm Bertha End Retention/Non- Roll Shutter System (includes View Port Option) Retention Roll Shutter System (Non-HVHZ) Limits of Use Installation Instructions Approved for use in HVHZ:No FL5790 R10 II 15-0401InstallationInstructions.odf Approved for use outside HVHZ:Yes Verified By:Trevor Johnson, P.E.PE-65624 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:This product shall not be installed within High FL5790 R10 AE 15-0401EvaluationReoort.Ddf Velocity Hurricane Zone. For design loads and spans refer to Created by Independent Third Party:Yes engineered drawings(installation instructions). 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Product Approval Accepts: ® ® securi AIrTAI s hone //flnrirlahnilrlinrr nra/nr/nr nnn rltl ncnv9nnram=�X7('F% X(l�artTlntTlm Al T7"nme2lrMIQ 7/1/7f11 5 11M,11n,RIM i sit le rT-1 a LIJ Impact Window's I ' FACTORY DIRECT SINCE 1969 L,Z' I' COMPLETE HURRICANE PROTECTION S;OLUTIIONS 7089 Hemstreet PlaceI ' West Palm Beach,FL 33413 1800.643.6371 Property Information Building Information Owner: SMITH,DAVID Wind Zone: i! ; 160 MPH. Address: 9316 SCARBOROUGH COURT Exposure Category: C PORT SAINT LUCIE,FL 34986 Minimum Building Dimension: 40 ft. Mean Roof Height: 15 ft. Risk Category: II I I' Design Pressure Calculatio Lns Opening Location Device Device Device I; Max Positive Max Negative Number Zone Width(in) Height(in)--] Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 162 115.5 7 27.9 -30.7 2 Int 74 90.5 7 30.1 -33.0 3 Int 72.25 115.25 7 i", 29.7 -32.5 !, f I I I , I I i u I ' I I it I; I Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 l I I. I I, I: SMITH 10162017020 N0601 `' I, AN-HORS "NUTTER SHUTI'EF2 -NUTTER NOTE SPACIf�I " UN NO PRE SURA, S ZE G SW1DT} HE1GHl' STAN, j�S TOP`or DEFT ; W: H it IL. ,O,; or BIGHT -30 7 1x2 170 146 1 115. ji4 "OC. .I', ;'6..O.C.µ 74. 2 -33.0 - X. 82 117 1 I 91 Is•'O.C. '73- 3 -32.5 1 x81 146 'i s•'oc. I, : II •S' i, , IF , ..n ! v, i i : II III : I' , , : JI I : : , 1 r. I i GENERAL NOM, 1ENGINEERING.LLC.RAS NO CONTROL OF THE MANUFACTURING,PERFORMANCE,OR INSTALLATION OF THIS PRODUCT.THESE GENERIC PLANS EVALUATION BASED ON: WERE ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES AND TEST DATA PROVIDED BY THE MANUFACTURER. FENESTRATION TESTING LABORATORY,INC. B 2. THE ROLL-UP SHUTTERS SHOWN ON THIS PRODUCT,EVALUATION DOCUMENT,HAS BEEN DESIGNED IN ACCORDANCE WITH THE 5TH EDITION(2014) LABORATORY No. 4760 FLORIDA BUILDING.CODE(PBC)AND THE 2009 INTERNATIONAL BUILDING CODE(IBC).THESE ROLL-UP SHUTTERS SHAD.NOT BE INSTALLED IN HIGH DATE;DECEMBER 1,2005 2'3 'VELOCITY HURRICANE.ZONES(MIAMI-DADE COUNTT/BROWARD COUNTY).ROLL-UP SHUTTERS INSTALLED IN WIND ZONE 4(SEE FBC SECTION REPORT NO,5 �y __ - 1609.1.2._2).OR ESSENTIAL FACILITIES SHALL MEET THE MINIMUM SEPARATION TO GLASS.DESIGN WIND LOADS SHALL BE DETERMINED AS PER FILE NUMBER 05-418 -"SECTION 1609'OF--THE-ABOVE'REFERENCED-CODES,-IN ACCORDANCE WITH=ASCE 7-10,--:AND FOR A-BASIC-WIND SPEED AS_REOUIRED_BY-THE-__ TESTING_P.ROT000U-030,E1886.&. JURISDICTION WHERE THE ROLL-UP SHUTTERS WILL BE INSTALLED.THE ROLL-UP SHUTTERS ADEQUACY FOR IMPACT.DEFLECTION.AND FATIGUE E1996-02 -- -- RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WTI'H SECTION 1609.1.2 OF THE ABOVE REFERENCED CODES AND AS PER ASTM E330,E1886& MAXIMUM WIDTH TESTED-120" E1996.AND TAS,201 AT FENESTRATION TESTING LABORATORY,INC.AND AMERICAN LEST LAB DF SOUTH FLORIDA PER THEIR REPORTS(SEE UST DESIGN PRESSURE- 140.0 PSF OF_REPORTS)__ --3.-LNARATIONS-OF-USE:_---^_ -------DATE-NOVEMBER-K-2005-LABORATORY No., 4744 A. THIS PRODUCT SHALL NOT BE USED IN HIGH VELOCITY HURRICANE ZONES(SEE FISC SECTION 202), FILE NUMBER 05-418 TESTING PROTOCOL:E330.E1886& B. THIS PRODUCT IS QUALIFIED AS"NON POROUS'THEREFORE GLASS SEPARATION IS NOT REQUIRE[)EXCEPT FOR THE FOLLOWING LOCATIONS. E1996-02 MAXIMUM WIDTH_ESSENTIAL.FACILITIES_AS.DEFlNED_IN_ASCE�-10___ _- DESIGN PRESSURES-49 45 PSF � $ - - A -- - - - - - - ----- _-- ---- - _ - Z.( • WHERE THE SPECIFYING AUTHORITY HAS SPECIFIED OPTIONAL ADDITIONAL PASS/FAL CRITERIA IN ACCORDANCE WITH ASTM E1996 FOR LABORATORY No. 4740 -- - WIND ZONE 4 AS DEFINED IN ASTM E1996 WITH MODIFICATION BY THE FBC/IBC SECTION 1609.12.2(FBC:LOCATIONS WITH ULTIMATE DATE NOVEMBER 14,2005 � •- WINO SPEED GREATER THAN 170'MPH). REPORT NO.3 FILL NUMBER 05-418 _ - • INSTALLATION IN THESE LOCATIONS SHALL MEET THE MINIMUM SEPARATION TO GLASS TABLES ON SHEET 9.THE SEPARATION To C1A55 TESTING PROTOCOL:E330,E1886-02& MAY BE REDUCED BY USING STORM BARS ON SHEETS 18 TO 22 E1996-02 MAXIMUu WIDTH TESTED-120' C: INSTALLATION WITH INTERMEDIATE,MO.AND CORNER MULLIONS REQUIRE A FLORIDA PRODUCT APPROVAL FOR USE WITH THIS TYPE OF DESIGN PRESSURE=23 PSF SHUTTER SYSTEM. LABORATORY No, dW4 D. INSTALLATIONS SHAT NOT EXCEED THE MAXIMUM ALLOWABLE STRESS DESIGN(ISD)DESIGN RATINGS AND MAXIMUM SIZE LIMITS BELOW, DATE:JUNE 17,2005 ULTIMATE DESIGN WIND LOADS DETERMINED BY THE FBC AND ASCE'7-1.11 SHALL BE REDUCED TO ASD BY MULTIPLYING 0.6(SEE FEC SECTION REPORT 2 ` SLAT SPAN FILE NUMBBEE R[)COL E 12 1809. .4). TESTING PROTOCOL E330,E1886-02& E1996-02 Z 38 PSF MAX.PRESSURE O 278'MAX.WIDTH MA IMUM WIDTH TESTED-281' TYPICAL SINGLE UNIT ELEVATION 140 PSF MAX.PRESSURE'0 96'MAX.WIDTH DESIGN PRESSURE=60 PSF SINGLE SPAN LMR INSTALLATION N.T. SEE TABLES ON'SHEETS 7 THROUGH 22 LABORATORY No.4598 E. IMPACT LEVEL 0:9-1/4 LB'LARGE MISSILE IMPACT. DATE:APRIL 29.2005 y REPORT NO.1 F. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL FILE NUMBER 05-418 Z� TESTING PROTOCOL:E330,E1886-02& C B H. INCREASE IN'ALLOWABLE STRESS(1.33)HAS NOT BEEN INCORPORATED INTO THE DESIGN OF THIS PRODUCT. E1996-02 WEE WIDTH TESTED-242.5' m Z'3 4. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE EXISTING STRUCTURE IS DESIGNED TO SUPPORT THE LOADS FROM DESIGN PRESSURE-80 PSF ms= THE SHUTTER SYSTEM AND MULLIONS.EXISTING STRUCTURES NOT ABLE TO SUPPORT THESE LOADS SHALL BE EVALUATED AS A SITE SPECIFIC PROJECT.SEE NOTE 4 OF PRODUCT EVALUATION NOTES. LABORATORY No.2760 €a DATE AUGUST 31.2000 - J Ty-SEE TABLES ON SHEEP 9(EITHER DIRECTION) REPORT BE 3 �! (((��.••••••���••••••��gpp����sss FILE NUMBER TESTED: 4� �Ta-SEE TABLES ON SHEET 8 TESTING PROTOCOL:TAS 201 STORM BARS TESTED:2it201 2r3w1/6, Z T .2+dv1/&2.4K1/4 �y Ty=SEE TABLES ON SHEET 9(EITHER DIRECTION) AMERICAN TESTING LAB OF SOUTH FLORIDA, " INC. �"®J; END-RETENTION TRACKS NON-RETENTION TRACKS LABORATORY No. 0928.01-09 ¢ I g 5. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-TIS ALLOY(UNLESS OTHERWISE NOTED OR CAN BE REPLACED WITH 6061-T6'ALLOY). DALE FEBRUARY Z,2010 A 6CERTIFICATION No.09-0203.02 S. SHUTTERS MAY BE MOTOR,TAPE PULLEY,OR GEAR DRIVEN. TESTING PROTOCOL:E330-02,EISSO-05 C &E1996-05 7. SHUTTER MANUFACIURE'S LABELS SHALL BE IN ACCORDANCE WITH SECTION 1710.8 OF THE FLORIDA BUILDING CODE MAXIMUM WIDTH TESTED-204'& 120' .0 PRODUCT EVALUATION NOTES: DESIGN PRESSURE=62 PSF&100 PSF 1 THIS POC PROJECT;EV EnONEDOCUMENT EP.E.D,&CON ORAS DEVWTE THISFROENGINEER THE DIS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITESPE 2. CONTRACTOR SHALL BE.RESPONSIBLE FOR THE SELECTION,PURCHASE,AND.INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED AND SHALL NOT DEVIATE FROM THE CONDITIONS DETAILED ON THISDOCUMENT. SLAT SPAN - �•�-:SLAT SPAN-� 3. THIS PRODUCT EVALUATION,DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. �% •• A 4. SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA.REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF �`gO I1pps ' RECORD(F-0,P-)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE:OF THE P.E.O.THE ENGINEER OF RECORD,ACTING �rT•• 2 "'9^ AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER.SHAT SUBMIT SITE SPECIFIC'DRAWINGS FOR REVIEW. M1 TYPICAL.MULTIPLE UNIT ELEVATION - WIEREWAIE MULLION REQUIRED FOR INSTALLATIONN.TS. eM�N�R�F�cIFMI -NOBS: C:-f:� 1. ALL FASTENERS SHALLBE CORROSION RESISTANT COATED CARBON STEEL AS PER DM 50018 OR STAINLESS STEEL 3D4 OR 316 SERIES WITH 50 KSI ITELD POINT AND 90 KSI ULTMATE TENSILE STRENGTH. '0 J n� �. t• `` 2. NO EMBEDMENT INTO NON-STRUCTURAL'COMPONENTS SUCH AS;STUCCO,TILE,SIDING,ETC.SHALL BE CONSIDERED AS PART OF THE EMBEDMENT. ��i �.'• 3 THE 9EE R'STANNCEFOR THE 01/4-14J&5//116--224 DRIL PRESSURES ARE-FLEX AUD SCREW ISE DISTANCES ANAND SHALLMINIMUM BE ATTACHED TO 6063-BEDMENT 76 ALUMINUM OR A36 MINIMUM LU(OR ,,AAAA 7111 LIIIIII``CV o CV L, EmSTING STRUCTURE(TYP) CONCRETE,FILLED CMU,HOLLOW CMU, Tall'ER.ALUMINUM,OR STEEL _ t 4—_ _ _ _ _ _ - -. --5/18'o TAPCON.e'12'D:O..(TYP) -- - --- _ _ _ 'dam _ _ A e: • 9 9 BUILD-OUT HEADER T. ..� a (OPTIONAL) Mi g ,F:a A' �`" F.•4 [1 �, 4 .� 1/4'm SELF—TAPPING __ •.-:.. T _ SMS O 12.O.C.(TYP _—SHUTTFR-HOUSMC 5/1670 TAPCON, - + 3/8.0 ANCHOR, � gg ..• 1/4-14'SCREWS,OR 1/a'MAX 1/4'm TAPCON 1/4"MAX !III I 5/16-24 SCREWS(TYP) SLAT LOCK END CONNECTORd.;.•: _ (SEE 1MO K MOUNT TABLES EVERY OTHER SLAT AT EACH END O 8'O.C. . ON SHEETS 10&it FOR 5/8.0 ACCESS HOLE 5/8'0 ACCESS HOLE SPACING) 02'MIN 1/470 TAPCON O B'O.C. NON-RETENTION SLAT NON-RETENTION SLAT 0 0 5/6'0 OR 13/76"S (SEE SLAT PERFORMANCE TABLE (SEE SLAT PERFORMANCE TABLE ACCESS HOLE(TYP) 7END-RETENTION TRICK SHOWN ON SHEET 7 FOR 3-TRACK) ON SHEET 7 FOR 4-TRACK) OPEN'FACE TRACK SIMILAR 'a nWALL MOUNT (OPTION 1A) nWALL MOUNT (OPTION 1B) nWALL MOUNT (OPTION iC) + 31/4'END-RETENTION TRACK-N.TS 3`NON-RETENTION TRAOC-N.T.S. 4"NON4IEIETTTON TRAQ-NTS ,•y LU 112 1 ~ /- 1�. y STAGGERED STAGGERED .0 MEM ••.4 0 �•' Lu 58MM SLAT Li .g}S • SIDE RAIL/TRACK LLJJ5/16'm TAPCON, 5/18'0 TAPCON, 3/8'0 ANCHOR. _ 3/8`0 ANCHOR, 1 r4' OPTIONAL STAGGERED 1/4-14 SCREW,ORR1'2' OPTIONAL STAGGERED VERTICAL BUILD—OUT 1/4-14 SCREW,OR' ATTACHMENT (OPTIONAL) Y 5/16-24 SCREW(TYP) 3 z4. ATTACHMENT 5UIUD-O SCREW(TYP) (SEE 3'BUILD-OUT TABLES ON(SEE 4-BUILD-OUF YIIBLE$ON 4'.4' SHEETS 12&13 FOR SPACING) 1/8'OR 1/4•WALL THICKNESSSHEETS 11 & 12 FOR SPACING) (SEE TRACK MOUNT TABLES ON1/4'0 SELF-TAPPING SMS(lYP) I!END-RETENTIONSHEET 11 FOR iHICKNFSS)TRACK SHOWN END-RETENTION 1/8!OR 1/4'WALL TFBCNNE55 'OPEN FACE ANDTRACK S14OWN (SEE TRACK MOUNT TABLES ON NON-RETENTIONOPEN FACE ANDSHEEP 11 FOR THICKNESS) TRACKS SIMILAR -_.: ® L2'm2'Xf/B'ALUM.(TYP)NON-RETENTIONTRACKS'6lMIlAR OCK ENO CONNECTOR '•SLAT LOCK END CONNECTOR CA 1/4-14 SCREW/.f.wOR EVERY OTHER SLAT AT EACH END 1/4-14 SCREW.ORT'OTHER SLAT AT EACH END '! "'�' 1/8'THICK ALUM ANGLE SRr5/18-24 SCREW(TYP) 5/10-24 SCREW(1TP) (OPTIONAL)(SEE TRACK MOUNT'TABLES 0.2'WIN (SEE TRACK MOUNT TABLES 'MINON SHEET 11 FOR SPAOINO) LE ) ON SHEET 11 FDR SPACING) / (TYPa. 1 ' s BUILD-OUT SILL -$9,j a ;•� .'.•'.'" (OPTIONAL) % 0% 4"BUILDOUT OPTION 2A n3"BUILD-OUT(OPTION 2B) BUILD-OUT SECTION-OUT SECTION E6RETE TION d NON-RETENTION•N.TS EaDRETeMM 8 NON41ETQ7RON-TILTS F11D-REIT3JDON gNON-RETENTION-N.TS ' NOTE: ACCESS HOLES FOR 3/6!ANCHORS ARE 13/16*0 !V o DOSTING.STRUCTURE(IYP) CONCRETE,FlLLED CMU,HOLLOW CYU.. 5/16.0 TAPCON(IYP) TIMBER,ALUMINUM,OR STEEL OPTIONAL STAGGERED OPTIONAL STAGGERED (ENOCAP SYSTEM ONLY) ATTACHMENT ATTACHMENT 5/16'!TAPCON.3/8'0 ANCHOR, --_ -. _ _ =--5/ifi'm`TAPCON;3/8'0 ANCHOR. _ _ __- _ -_ _ •_,t_I'_ __ _ ___ - _ _ _ (SEE SCREW,OR 5/16-24 SCREW(TYP) 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) (SEE BUILO-IN TABLES ON (SEE J'OR 2'BUILD-N TABLES ON " •a,a'• • •r _ ., •? .: EETS-U TO 17 FOR SPACING) SHEETS 15 TO 17 FOR SPACING) e _ d NOTE--- • • NOTE e d SEE BUILD-IW TABLE A SEE BUILD-IN TABLE CORRESPONDING TO 714E Q 4•'`.'",••.•�4'•.' •. Y%4' CORRESPONDING TD • .. BUILD-IN WIDTH AGAINST THE Q � �$• '•...'••' 3'i4' \ 2'x3' EXISTING STRUCTURE S ; . THE BUILD-IN WIDTH .. -- --- --- -•'- s sTRUCTiI ---- 1e 3'x3' _ THE §,�++ _ EKI NG- RE _ g_.:__ P---// 1]6'=OR-1/4'-WALL-THICKNESS-= ----- — Tq� 1/0'OR 1/4'WALL (SEE TRACK MOUNT TABLES ON '•' ! ': THICKNESS.((SEE TRACK v` SHEET 11 FOR THICKNESS) y • '3. MOUNT'7ABLL5 ON SHEET 11 FOR THICKNESS) .a e SUT LOCK END CONNECTOR SLAT LOCK END CONNECTOR � \ EVERY OTHER SUT AT EACH END EVERY OTHER SLAT AT EACH END 3 0.2'MIN .e 0.2'MIN Q • END-RETENTION TRACK SHOWN,OPEN.FACE END-RETENTION TRACK SHOWN,OPEN FACE 5/8.0 ACCESS HOLE(TYP) AND PON-RETENTION TRACKS SIMILAR AND NON-RETENTION TRACKS SIMILAR Z 5/8'0 ACCESS HOLE(TYP) 1/4-14�SCREW,OR.5/16-24 SCREW(TYP) 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) ism (SEE TRACK MOUNT TABLES ON (SEE TRACK MOUNT TABLES SHEET 11 FOR SPACING) ON SHEET 11 FOR SPACING) Q 4 zol- 4" 3"-OR 2" BUILD-IN(OPTION 3A) A 3",OR 2" BUILD-IN(OPTION 3B) 5/8'ACCESS HOLE MP) ��wfFF com p6REfENRON B NONAE7BlTION-N.TS IND-RETENTION&NON-RETENTION-N.T.S. A SHUTTER HOUSING W — co- 1/4-14 1/4-14 SCREW.OR 5/16-24 SCREW(TYP) mOH (SEE TRACK MOUNT TABLES C ON SHEET 11 FOR SPACING) x��n- L3'x3'f3/B''ALIIM, 58MU SLAT 1 •! L3'x4.x3/8ALUM. 510E RAIL/TRACKQ 518'0TAPOON3/B50NOR•/-4SCRE /14 WWSCREW(TYP) p000���CaC ~, ,• (SEE 3/8"ANGLES TABLE.ON ':ti-' '• SHEETS 16& 17 FOR SPACING) ; .•i• �a. y1.� 1/4-14 SCREW,OR 5%16-24 SCREW(TYP) Q ` VERTICAL SUILD-1N (SEE TRACK MOUNT TABLES C �!! SUT LOCK END CONNECTOR �.x1 !4 '�•••e ON SHEEP 1.1 FOR SPACING) "�, EVE(TY OTHER BUT AT EACH END N e'er•' 0.2'MIN C: END-RETENf10N TRACK SHOWN.OPEN FACE C � F ' AND NON-RETENTION TRACKS SIMILAR .• W o '•a' ..e• -•` � 5/8'0 ACCESS HOLE(TYP) 4'.••�.• '•b•• 5 16"0 TAPCON,3 8'0 ANCHOR, . ., SLAT LOCK END CONNECTOR / / •-' '• -• - EVERY OTHERSUT A7 EACH ENO 1/4-14 SCREW OR 5/16-24 SCREW(TYP) `� Q (SEE 3/8'ANGLES TABLE ON 0.2'' N SHEETS 16&17 FOR SPACING) =_,'*•,m C MI •Y!" 5/8'0 ACCESS HOLE(TYP) .END-RETENIgN TRACK SHOWN.OPEN FACE _ �.: AND NON-RETENTION TRACKS SIMILAR nL3x3x3/8 ANGLE BUILD-IN(OPTION'4A) L3x4z3/8 ANGLE BUILD-IN(OPTION 4B) BUILD-IN SECTION v •,� EN"EIENTION&NON4MTENTTON-N.TS A END•RETENnON B WON-RETENTION-N.TS. g ENO-RETENRONBNON-RETBPDON-N.TS ETILLT NOTE: ACCESS HOLES FOR 3/8'ANCHORS ARE 13/16'mLF `.TA`CV M BUILD-IN,SURD-OUT,END, EXISTING STRUCTURE INTERMEDIATE MULUON OR CORNER-MULLION CONCRETE,FILLED CMU,HOLLOW CMU, UP TO 350 LBS SHUTTER WEIGHT WRH: TIMBER.ALUMINUM.OR STEEL (4)5/16'0 TAPCONS OR UP TO 100 LBS SHUTTER WEIGHT WITH: UP TO 200 19S SHUTTER WEIGHT WITH: (6)1/4'0x1•SMS �. (2)5/16'TAPCON OR (S)5/16'0 TAPCONS OR (3) 1/4.0x1'SMS (4) 1/4'0x1'SMS E 4 1/4'0 SELF-TAPPING SMS(TYP) 5/16'0 TAPCON(TYP) -- --- - - - ----_ - --_—_-- _--- - MOUNTING BRACKET - -- _ENDRETEfRIONRNON-ENDINSTALLATION-N.TS_ _—__ - _ __o,xi STEEL BRACKET STEEL BRACKET STEEL BRACKET �as MOUNTING BRACKET INSTALLATION 916RETENDTON d NON•RETEKTIOK INSTALLATION-N.T.S. �y / s g 3/16-0 ALUM.POP-RIVETS t.- ROLL FORM.030 TO.050 ALUM.HOOD GEAR PUTS OR BACK SIDE MOTOR BRACKET �oF�yW3/16'0 ALUM.POP-RIVETSMEE1/4'o TAPCON'0 18'1/4'e SELF-TAPPING SMSo.c.(TYP) 1/8'HOOD ANGLE 1/8'HOSIDE RAIL • , 1/4'6 SELF-TAPM5x7 4+• 018'O.C.(TYP) FFF p 1/4'0 TAPCON 0 1B'OC (TYP) GEAR OR TUBULAR MOTOR tgL $$ STEEL OR ALUM.TUBE 60 M CAP V 4 70MM UP TO 120 SF OR 180' 100MM OVER 120 SF OR 180' 70MM J d CUSTOM HOOD WALL ATTACHMENT CUSTOM HOOD CEILING ATTACHMENT BEARING PLATE OR /10x3/4-MG 131 ENIMIETENTION B NO AMWITION INSTALIATDIN-NX2% TND4IETENTION ANON-RETENTIDIINSTAUATRIN-N.T.S. IDLER SUPPORT C C x%p STD.OR ADJ.PHOT CAST SIDE CAP 67*TO IL' H ROLL FORM.030 TO.050 ALUM.HOOD FRONT SIDE K �z /10x3/4'7EKS �•� •'':T SIDE RAIL4 O �:t j. END CAP COMPONENTS AND ASSEMBLY =o`: `v END-RETeMDN 6 NONHIETBRIDN INSTALLATKIN-N.T.S. i;J ♦♦♦ ALUMINUM HOOD COVER '��'�',F IIT n P4`\` x END-RETENTTON&NOOPRET TION INSTALLATION•N.Ta � o 2.965" #To.2 t/2"SMS SS 316 FN OR LONGER ACETAL END CONNECTOR 1'.060• 1.364` 0.312' 0.065" D 155 . - - -' - __ __- 58-MM SLAT_ _ - - -___ - _"__ - ___:_ 0.062' � �S � a _ 0D' 00.079" 0.057 _ _ - .. ,_ - _ s._ _ - _ _ ..... -_ _ _.. ._ _..___.._-.-_.. __ '''_._. ` `1051_ -'-. •=- '-'�.__„_=v_ I D.8 _�'_.._ _. .=0.723•_`- ( � .__ 0.310' ., O.t89"- -- �' 0.057' I_ n. Jilg�3 _0:070'._ • D.}25• _.. _ 0.232'.__ ~._0.069- 0.775, .069______-_-_ _ o.tDo" 1.193" 1.291" o,� '_ x{0434' o.riirs 6063-T6 ALUMINUM 3"SIDE RAIL 0.120' 0.125" I 3'NON4tt'IET1T[ON 7NACK-SfALE 1:1 ¢ SIDE RAIL ffi. a:aoo "I'll O.100' � 0.186` 2.56d' 3245 1.291` 0231' 6063-T6ALUMINUM 3�4OPFN "SYDE 31J4•ENPRE16NRdlFA�TRAaC-SKALE I.1 } P a.ia0� 0.125' 0.250'•-� � � � 32ds` 237' oaro' 0.125- 0.775' END CONNECTOR DETAIL 1.291' D.725• CAW 0.434' 0.125• � EN6R6TENRON INSTALLATION-N. D.}ao• ---I°.166' � L IZ41164� m- �.-TT NYLON 6 END CONNECTOR ��� 0.1Qa' '0.125' 0.231" -' 01Ox 1'SMS 316 FN oug 6. OR OR LONGER 6063-T6 ALUMINUM 4"SIDE RAIL 56 MN SLAT o 1.150' 0.07x' 0.100' 0,,1,3,4- 4•NSNtBELFxf70N TRA(X•SWE3:2 0.100' 0.125" 2.697'--• 0.375 O O 15L -7f^ 0.400' 0.160• T16463- 0.660' . T LUMI,N�UM°��4�SrnIREs�• � _ .410' 2.286• JAW LAT LOCK,END CONNECTOR a2 1}ON INSTAWITION-O`AIF Sit �� =' 0.125• 2.394" 2.697' \ M 510E RAIL O.562' ♦♦\\\4\ > ...._..-. 2.845' MS 0.203• _- 0.191` ±0��= itl a• ALUMINUM 58MM SLAT 6063- EW RETENTION SLAT- 1.606' QI NOTES; MODULES OF T3ASTICIIY E=10.030 KS1 MOMENT of INERM I m:046 iN'4/FT LAT LOCK END CONNECTO END CONNECTOR DETAIL SECTION&AREA A.1.713 IN-2/FT SLAT ENDCONNECTOR SLICK{SLtP) SWek=.251.04 IN ttOFtRE[ENTiON abTA1lA90N•SCALE l:1 iN5TAt1ATt0N-SCALE L•I R� a ANGLE BUILD-INS(TYP) 47,37,OR 2-GUILD-INS(TMP) 1/4-14 SCREW,OR 5/16-24 SCREW(7YP) (TYPICAL ATTACHMENT OR (SEE BUILD-INS TABLES ON ALTERNATE ATTACHMENT) END MULLION END MULLION SHEETS 14 TO 17 FOR SPACING) END MULLION 1/4-14 SCREW,OR __ _. -=s _ 5/16-24 SCREW(TYP) a -(SEE 3/B'ANGLES TABLES--- - - ON SHEET 17 FOR SPACING) .r ___. _ _ __.__END-MUWON "-__ -- - -.—__ _K(SEE LLION '____. — __ _ _ _ _ _ _ ___. ___ _ - _ _ .1/4-14SCREW.ORINSTIIIATIDNS_SHALL _ ----- TIONS'SNALL-- NOTE: -ib24HAVE A FLORIDA FLORIDA END MULLIOPRODUCT APPROVAL APPROVAL INSTALLATIONS SHALL (SEE TRACK MOUNT TABLESFOR THISTYPE OF S TYPE OF HAVE A FLORIDA ON SHEET 11 FOR SPACING)SHUTTER SYSTEM SYSTEMPRODUCT APPROVAL FOR THIS TYPE___— __- SHUTTER SYSTEM OR 5/16-24 SCREW(TMP) END RETENTION TRACK SHOWN,OPEN FACE Y:lp 1/4-14 SCREW,OR (SEE TRACK MOUNT TABLfS AND NON-RETENTION TRACKS SIMILAR(TMP) 5/16-24 SCREW(TMP) END-RETENTION TRACK SHOWN,OPEN FACE ON SHEET 11 FOR SPACING) END-RETENTION TRACK SHOWN,OPEN FACE (SEE TRACK E11 FOR-SPACING)TABLES )G AND NON-RETENTION.TRACKS SIMILAR(TYP) 0SHAND NON-RETENTION TRACKS SMLAR(TYP) TYPICAL END MULLION OPTION 5A END MULLION W BUILD-INS OPTION 58 AEND MULLION W ANGLES OPTION 5C A Blf)REh7RI0Nfi NON41ETBOIDN-N.TS A TND-RE7FIITTON BNON-PE7ENf10N-N.TS. END-REfBlNON6NON-PETHRION-N.TS. Z INTERMEDIATE MUWOH INTERMEDIATE MILLION INTERMEDIATE MULLION H 1/4-14 SCREW,OR 5/16-24 SCREW(TW} ANGLE BUILD-MS(TYP) �y�L NOTE; .NOTE: (SEE BUILD-INS TABLES ON NOTE; (TYPICAL ATTACHMENT) m Z C INTERMEDIATE INTERMEDIATE SHEETS 14 TO 17 FON SPACING) INTERMEDIATE 5 MULLION MULLION MULLION 1/4-14 SCREW,OR �0`S INSTALLATIONS'SHALL INSTALLATIONS SHALL INSTALLATIONS SHALL 5/15-24 SCREW(TYP) .� HAVE A FLORIDA HAVE A FLORIDA HAVE A FLORIDAFy.d PRODUCT APPROVAL PRODUCT APPROVAL PRODUCT APPROVAL (SEESHEET SPACING) 3/.IIT"ANGLES TABLES J FOR THIS TYPE OF FOR THIS TYPE OF FOR THIS TYPE OF ON 17 FOR _J SHUTTER SYSTEM SHUTTER SYSTEM SHUTTER SYSTEM O 1/1-14 SCREW, 1/4-14 SCREW.OR OR' 5/16-24 SCREW(TMP) W 5/16-24 SCREW(IMP) (SEE TRACK MOUNT TABLES 4-,3%OR 2-BUILD-INS(TYP) ON SHEET 1 AOR SPACING) NT TABLES, ON SHEEP 11 FOR SPACING) il g¢ ANGLE BUILD-INS(TYP) (OPTIONAL ALTERNATE J ATTACHMENT) Y EN RETENTION TRACK SHOWN,OPEN FACE �' ✓� 1/4-14 SCREW,OR 5/16-24 SCREW(TMP) AND NON-RETENTION TRACKS SIMILAR(T(P) END-RETENTION TRACK SHOWN,OPEN FACE ca �L�rd� (SEE TRACK Mann) AND NON-RETENTION TRACKS SIMILAR(TYP) a a ON.SHEET I1 FOR SPACING) 97 N END- K SHOWN,OPEN FACE AND NOR NN--RRETENTION ON TRACKS SIMILAR(TMP) TYPICAL INT.MULLION(OPTION 6A) DINT.MULLION W/BUILD-INS(OPTION 6B) HINT.MULLION W/ANGLES(OPTION 6C) =or'= o Et�RETBlDONSNON-RETETRiDN-N.T:S ENDRETBiTION&NONi7ETEHRON-N.TS. ETDitETFNTLON I.NON-RETENTION-N.T.S, �q:® '''"A1 TTILI711AiA.A,CV 1/4-14 SCREW,OR 5/16-24 SCREW(TV) (SEE BUILD-INS TABLES ON SHEETS 14 TO 17 FOR SPACING) CORNER MULLION ANGLE BUILD-INS (TYPICAL ATTACHMENT OR ALTERNATE ATTACHMENT) 4',3,OR 2'BUILD-NS(TYP) CORNER MULLION 1/4-14 SCREW,OR 5/16-24 SCREW OYP) ANGZFOR LES (SEE-3/8 -TABLES ON 14 SCREW, !n NOTE. 5/16-24 SCRE) CORNER MULUON NOTE. NOTE: 1 D�') 11i INSTALLATIONS SHALL---- �_,O UION- (SEE TRACK MOUNT TABLES RAVE AFLORIDA RNER-MULUON�- =------ -CORNER-MULLION --ON-SHEET-I1-FOR-SPACfNG)-- PRODUCT APPROVAL INSTALLATIONS SHALL INSTALLATIONS-SHALL 7— FOR THIS TYPE OF HAVE A FLORIDA HAVEPROD A FLORIDA UTTER SYSTEM PRODUCT APPROVAL PRODUCT APPROVAL FOR T141 TYPE OF SH Pop THIS TYPE or SYSTEM SHUTTER SYSTEM SHUTTERS .5/1/4-14 SCREW.OR 1/4-14 SCREW.OR 5/16-24 SCREW(TMP). END-RETENTION TRACK SHOWN,OPEN FACE END-RETENTION MACK SHOWN,OPEN FACE 16-24 SCREW(TMP) (SEE TRACK MOUNT TAUS AND NON-RETENTION TRACKS KS CTYP) AND NON-RETENTION TRACKS SIMILAR(TP) (SEE TRACK MOUNT TABLES ON SHEET ii FOR SPACING) ON SHEET 11 FOR SPACING) ERD-RETENTON TRACK SHOWN,OPEN FACE AND NoN-RaENTION TRACKS SIMILAR(TMP) TYPICAL CORNER MULLIOfV(OPTION 7A) CORNER MULLION W/BUILD-INS(OPTION 7B) CORNER MULLION W/ANGLES(OPTION 7C) Lu ENNmumaNiRow-REfuniciP.N.Ts D ENDAETENTION&?X)N4IETENTlOfJ-N.T.S. kv,;0 SLAT PERFORMANCE 111 c3l c" V NON-RETENTION TRACK .MAXIMUM DESIGN 1 1/2" OC PRESSURE OF A SINGLE SLAT (STAGGERED) 3'NON-RETENTION TRACK 9= UNITSLAT'VALLFCR ANY Lu HEIGHT ATTACHED AND MAXIMUM DESIGN FORMYCONFIGURATION PRESSURE OF A SINGLE UNIT SLAT WALL FOR ANY SIATSPAN PRESSURE HEIGHT ATTACHED AND C! TSF) FORANYCONFIGURAMON 7T 65 ,1�eRr:Dl TV 58 SLAT SPAN PRESSURE go, 52 (PSF) VERTICAL su'un-OUT w 48 77 65 CAL OR BUILD-IN w 43 76' 58 92" 40 w 52 w 36 1 w 48 D .100, 34 or 70- -ID4' 31 9r 35 .z. 28 w 1 30 112, 25 Z g' 1181 22 NOTE.THE NON-RETENTION STAGGERED SPACING DETAIL 120, 20 SLAT SPANS OR DESIGN OFMNALATTAG"WINSTALLATION-N.T.S. WIND LOAD SHALL NOT EXCEED THE"SLAT NOTE.THE NON-RETENTION-SLAT S PERFORMANCE"TABLES FOR CORNER MULLION ELEVATION NOT SOJUEORMMTIPLEMUUMNVWALLATIOM-N.T,& OR DESIGN WIND LOAD SHALL IN SPAN ANYFOONFIGURATION. EXCEED THE'SIAT PERFORMANCE* TABLES MR ANY CONFIGURATION. 2` _ 1-7 S•. ==2'- -- EO EO _ ___ _ _ ___ _ __ _ ___— - _- I II _ awl4� 11F _ __ __ _ _ _O—_O—_O -- 0--- �e= Wall SLAT LOCK OW) y=m I I I POLYCARBONATE BUR JOINT(TYP) SLAT SPANzN �n GROUPED VIEWPORT UNI7'•ELEVATION �c s01GLPOR M arm TNBT INSTALLATIONS-N,TS Z TYPICAL VIEWPORT WINDOW DETAIL GROUPED CONFIGURR71ON SHOWN ALTENNATING SIM6AR-N.TS. �,�, H (qq^ (:085' --�}+-- �� F VIEWPORT SLAT PERFORMANCE IA% m Z B POLYCARBDNAIE WINDOW 10'MIN.48'M ,LENGTH S 2-3 ENO•RETENTION TRACKS ONLYel- C y MAMMUM DESIGN PRESSURE OF A NOTES: TENSILE YIELD STRENGTH ASTM DOW 9.500 PSI m 9 SINGLE UNIT SLAT WALL FOR ANY FLEXURAL STRENGTH AT YIELD ASTM D790 13,400 PSI FLEXURAL MODULUS ASTM D790 345,000 PSI HEIGHTATTACHEDWTHt')C4' NOTCHED 12OD ASTM D258 17 FT-LB/IN C POLYCARBONATE VIEWPCRT 1.438• SMOKE DENSITY ASTM 02843 64..5x MAX dd KINDON6FORANY RATE OF BURNING A51M 0635 C-1 CLASS Z SELF IGNITION ASTM 01929 9B0'F W N CONFIGURATION TENSILE STRENGTH AFTER WEATHERING ASTM D638 8,840 PSI .. tt TENSILE STRENGTH BEFORE WEATHERING ASTM OSW 8.880 PSI �S PRESSURE SPECIFIC CRANKY ASTM 0792 SLAT SPAN 0.043 LB/IN' ZPSF j d €� 120' 100 '^ 126' 99 132 97 POLYCARBONATE VIEWPORT WINDOW 3Y A 138' 94 SABTC INNOVATIVE PLASTIC LEE IM RESIN-SCALE I:1 144' 91 $� 150' 86 �..9b 158' 81 162' 77 O,37S' 1.000- 0,899` 4 168' 73 0.41'" WINDOWIN ♦♦aa``A S SLAT LOCK OW) 174' 69 CUTOUT a♦a ' SLAT SPAN - 180 fib 0.125' 1b ., a // 0! ALTERNATING VIEWPORT UNIT ELEVATION 186 0.582' SINGLE OR MULMPLE UNIT.DLSTAWT --TS. r198 58 204• 5s •u - - 0.203' 2.s9e "s NOTE FOR ATTACHMENT DETAILS SEE SHEETS 2 THRU 7 /i NOTE THE NEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT EXCEED THE•NEWPORT SLAT 6063-T6 ALUMINUM 58MM SLAT ''��,,,�� I, ►p`aa�`ac� PERFORMANCE'TABLES FOR ANY CONFIGURATION. END-RETENTIONVLEWPORTSAT•SCALE I:1 A CO o -' -,._.., ~._..�.,------- - - -- -- -NCN.RETENTIONTRACKS - LD4D50NEXlSTlNGSTRUGTURE FROMSHUT7ERSYSTE7A END-RETENTION -" - - - - Tx-PARALLEL LOADS(PLF) MINIMUM SEPARATION TO CUSS(INCHES)REQUIRED FOR MINIMUM SEPARATION TO GLASS(INCHES)REQUIRED FOR SLAT PRESSURE -` WND ESSENTIALFACILITIES INSTALLA _ _.. -` - -- -__-�- SPAN._140=_130--120--110-.100--+0-_BD--:70:-=60.=-50-_-40--:..30= =SSPAN ' 440 -130-1-12D-1140-1100-1-90-TINE Ea ESSENTIAL FACILITIES 40 30- - -_ �TINST TIS IN SND RE6SUt E PBE _ -- 210 195 180 165 150 135 120 105 90 75 60 45 _ -40--35 -30--25--2D- 367 -- - 4B' 280 260 240 220 200 180 160 140 120 100 80 .60 �' 23 22 2.0. 20 20 2A 20 20 20 20 20 20 M 56' 20 2.0 26 20 20 2.0 20 2.0 2O 2.0 _ - 6T 798 652 513 367 250 225 200 175 150 125 100 75 ' 39 37 3.4 3.1 29 2,6 23 2.1 2,0 20 2.0 20 60' 22 2.1 20 20 20 2A 2A 2.0 20 2.0 �dy� 60' 4,8 4.7 4.8 4.5 4.4 42 4.1 35 3.3 2.8 2.3 20 64' 2.9 2,7 2.4 22 20 2.0 2.0 2.0 20 2.0 3 7Y 1780 1595 1470 1225 1040 854 NO 482 296 150 120 90 7r 5.4 X52 51 5.0_ 49. 4,7 4.6 4.5 4.3 42 4.1 3.1 68' 3.7 3.4 3.1 28 2.5 2.3 20 2A 2.0 2.0 -_ -84'-.265 24Z7--2194--1970'`1735--1502--1276- 1042-=.W=57f=-334= 105 �= - --=- _ 84 5.9 5.8 5.6 5S 53 52 5.0 4.9 4.8 4.6 4S 4.3 7Y- d:8"-d;3" 3:9 38 '32''2,8 2:6 2.1 2.0 2.0- 3211q�( 96' 3483 2938 I:266b 2382 2101 1823. 1539 1262 978 889 -461- 65 6.3 6.1 '6A 5.8 5.7 55 SA 52 5.0 4.9 4.7 76, 5.3 4.9 4.4 4.0 3.5 3.1 2.6 22 2.0 Ur _429r 3975 3654 3331 3007 2675 2349 2014 1685 1348 1009 670 108' 7.1 '6.9 6.7 6.6 6.4 62 6.0 5.8. 5.6 -5_5 5.3 61 80' 6.0 .5.4 4.9 4.3 3.6 3.3 27 '2:2. ` 120' 5098 4127 4365 3993' 3619' 3236 2660 2473 2085 1696 139 911 120' 76 7.6 7.4 T2 7.0 6:8 6.5 6..3 .61 59 5.7.1 55 84' 6.6 59 5.3 4.6 4.0 1 33 26 ! � 137 5893 547 506b 4644 4221 3793. 33681 2930 2490 2048 1594 1147 13r 8.6 8.3 8.1 79 7.6 7A 7.1 6.9 6.6 6.4 6.1 5.9 8$' 7.1 6.3 5.6 45 4.0 3.2 14V 5783 5293 4621 4345 386'7 3377 2885 2389 1882 1372 144' BA 8:6 BA B:1 7.8 7.5 72 6.9 '6.6 6.3 92' 7.6 76 5.7 4.7 3.8 156• 5941 68 4902 43$5 363.1. 3278 2730 .2169 1595 156' 9S 9.2 8,8 $.5 8.2 7,8 7.4 7.1 6.7 9� - 7.9 6.7 6.6 d:5 168• 6025 5450' 4871 4279 3681 3071 2447 '1817 168 10,1 9.7 9.3 819 8S 8.1 7.6 7.2 100 79 6.6 5.3 180' 5997 583 47% 4076 3412 2733 .2639 1 - 40.7 102 9.7 9.2 8.7 82 7.7 104' 19r 5864 5171 4470 3753 .3012 +2261 19r - 113 10.7 10.1 1 9.5 8.9 8.2 108' 9.0 7.2 204' 9623 4664 4094 3789 .2484' 204• - 115 it.0 10.3 9.6 8.9 lir - 10.4 8.3 216• - 9057 5257 4435 X66 2707 218• - 121 11.3 10.4 9.5 116• - 9.6 1Q� 228' 5649 4776 3865 .2938 - f3.3. 423 Ti 18.2 120' - - - 11.0 : 240' - 9]40 5108 .4152 3162 240 - 14.7 133 123 11.0 25Y 5447 14438 3385 25T 14.8 13.3 li.9 2547 5786 1.4717 1,3M 1 264 16:2 .145 129 275' 5002 3833 '276 15:9 113.9 e l m inn' LOADSONEM71NGSTRUCTUREFROM SHUTTER SYSTEM ME 4C TY'PERPENDICULAR LOADS(PLF) SLAT PRESMWURE PSF) SPAN 1 130 120 110 100 90 BO 70 1 W 50 40 30 p a 36'' 212 197 182 487 152 137 122 107.. 92 77 62 47 ru 48 282 242 222 202 182 182 '142 122 '102 82 62 ., 60• 351 326 301 278 254 220 201 '176 151 126' 101 76 7Y 421 991 361 331 301 '271 241 2t1 ;181 150 121 91 od 84' 491 456 420 386 350 31 281 246 211 176 140 '106 ANCHOR h Edge d F�7ed Rogow W 1561 86' 580 62Y_ 481 441 361 920 280 241 201 161 121 Mh Ed a Mh E�rt.Mh E e WE*Mn. a Ma16rb. tf4'ULTRAC HFH 2' r 2' 11l1' IUB' 631 585 541 496 451 405 361 315 271 716- 181 136- 5115'UL7 CON HFH 31ft r 312' 1114' 7 ? p 120' 701 1 BW 801 551 501 450 401 350 300' 130 1 200 151 WCONFL 3314 V2' C , 13r 771 1 715. 661 606 496 44Y 386 .331' 276 220 166 114'•20SIDEPALKBOLT Vd 11MATEINSERT Sift 1314' 3112' _14 r r )$ 144• 721 680GOT W. 481 420 380 301 240 180 1/4' ANELMATE PRO,PLUS,FEMALE,d TVA$ 21/r r Ti-Ir 1114' 156' 7,15 651 `586 520 498 '390 326 261 195 3VS4DEVALKBOLTWP0YeRSORQPIN 31ft ANP 4' 1 V 188' _761' 631 7561 491 421 351 280 210 180' 601 625 451 376 301 225 ��1y 197 640 560 480 401 320 240 r` e 294• 596 510 426' 340 255 ��`,0 '831 540 451 361 270 fig.• 228' 570 476 380 .286 240 FAO 500 400 301 ; 257 525 421 316 ;u 264' - 551 440 330 �d0'.J. 275' 461 345 TRACK MOUNT TRACKMOUNT TRACKMOUNT --- - '- -' --- - - -- -- ------_-- _ �—---END;RETENTION TRACKS----– --------=END•F:ETENTION TRACKS- ------ ----END -TRACKS=- MAXIMUM DESIGN PRESSURE OF ASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE i WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WTH OF A SINGLE UNIT SLAT 5116'ELCO ULTRACON HFH @ 6'O.C. 5116'HFH ELCO ULTRACON @ 4'O.C. WALL FOR ANY HEIGHT S -- -- -- -- - ------- _ --- – ----ATTACHED WITH -- - -------' R _ ---- - - CONC.B HOLLOW -- -- HOLLOW ---- --- - -- - - -=- --- -- ---- �• TIMBERTIMBER 316'ELCOCONFLEX@8-D.0 d FILLED CMU CMU SLAT SPAN SLAT SPAN PRESSURE PRESSURE PRESSURE PRESSURE GONC.A > F PS PSF SLAT SPAN FILLED CMU >3 54' 140 140 140' 84' 92 PRESSURE d 5T 140 126 140 90' 81 (PSF) 60' 140 113 138 96' 72 96' 140 66' 140 92 111 10£ 65 102' 129 7£ 140 77 93 108' 59 108' 119 78' 126 65 78 114' 54 114' 110 z 84' 112 57 68 120' 50 120' 102 90' 100 50 59 126' 46 128, 95 Z' 96' 90 44 53 13£ 43 132' 89 10£ 62 40 47 138' 40 138' 84 o N 108' 75 36 42 144' 38 •144' 79 xx 114' 69 33 39 150' 68930 35 150' 75 au= 120' 64 30 35 156' 65 29 d33 156' 71 oo z 126' S9 28 32 16£ 61 27 162' 67 4�is 132' 55 26 30 168' 68 28 168' 64138' 52 24 28 174' 55 25 174' 61 144' 49 23 26 180' 53 23 27 180' 58 d 150' 46 21 24 186' 51 22 28 166' 56 O 156' 43 20 23 197. 48 21 24 192' 53 W 16£ 41 19 22 198' 46 20 23 198' 511 " 168' 39 18 20 204' 45 20 22 204' 49 LJj 174' 37 17 19 210' 43 19 21 210' 47 J 160' 35 16 18 216' 41 18 21 216' 46 186' 34 15 17 22£ 40 18 20 772 44 C . 192, 32 15 17 728' 38 17 19 228' 42 Y 198' 31 14 16 234' 37 16 18 734' 41 204' 30 13 16 240' 36 16 18 240' 40 210' 29 13 15 246' 35 15 17 246' 38 W Ra.o 216' 27 12 14 252" 34 15 1 17 252' 37 v+ 222 26 12 13 258' 33 14 16 25W 36 T p 228' 26 12 13 264' 32 1d 15 264' 35 234' 25 11 12 270' 31 13 15 270' 34 240' 24 11 12 276' 30 13 15 276' 33 ,`�� ��•'•. '•}tiY��i NOTE-.THE NON-RETENTION SLAT AND MEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL No E%CEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. •��19 'fill�11L o1.YLV r r. TRACK MOUNT TRACKMDUNT 4'BUILD-OUTS 4'BUILD-OUTS 4'BUILD-OUTS END-RETENTION&NON-RETENTION TRACKS END-RETENTION d NON-RETENTION TRACKS END-RETENTION B.NON-RETENTION TRACKS END-RETENTION 8 NON-RETENTION TRACKS END-RETENTION d NOW + MAMMUMDESIGNPRESSURE OFASINGLEUNR.SEAT-- '- -- :MAXIMUM DESIGN-PRESSURE OF A SINGLE UNIT-SLAT-_ __ MAMMUM DESIGN PRESSURE OFA SINGLE UNIT SLAT _. MAIOM_UMDE61GNPRESSURE OFA SINGLE UNRSLAT, RETENTION TRACKS MAXIMUM - __ --- FORANYHEIGHTATTACHEDW LTH--- --WALL"FORANYHEIGHTATTACHEDNATH----YVI.LFORANYHEIGHT-ATTAC14EDW[TH------ -PMLLFORANYHEIGHTATTACHEDWITH—-----_OESIGNTSLATRE W411. 114'-14ELOODRIL-FLEX '6118'-24 ELCODRIL-FLEX 5718'ELCO ULTRACON HFH®6'O.0 5116'HFH ELCO ULTRACON @ 4'O.C. OF ATINGLE UNIT SLAT — WALL FOR ANI(HEIGHT ®'8'O.C. @ 8'O.C. @,v O.C. '19 O.C. 8'O.C. �6'O.C. @ 4'O.C. CONC.d HOLLOW CCNC.B HOLLOW ATTACHED WTH -- ------ ---118'AUST---114'-ALIST_. _vrAL15T_-114.AL/ST_—_ 114'AIST 114•AM IWAUST FILLED CMU CMU TIMBER FILLED CMU CMU TIMBER 318'ELCO CONFLEX @ 8'D.C. -- — ---SLAT:SPAN- —-SLAT SPAN= _ SLAT-SPAN-_ =:SLAT-SPAN--PRESSURE- PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE--PRESSURE--PRESSURE- -PRESSURE--PRESSURE-—— -- --—CONCrd- -- PS_) (PSF) (PSF PSF PS9 (PSF) (PSF) (PSF) (PSF PSF) (PSF) (PSF) FILLED CMU SLAT SPAN ya 84 60 123 114 140 .84' 105 135 140 57, 140 129 140 60' 140 '128 140 PRESSURE 90' 72 111 103 140 90' 94 121 140 60' 140 111 130 64' 140 107 132 (PSF) 96' 65 100 94 140 '.96' 85 1D9 140 63' 140 96 114 68' 140 90 114 7T 140 107 60 91 86 132 10T 77 100 140 66' 130 84 100 72' 140 78 99 76' 132 108' 55 83 79 122 108' 71 92 135 69' 117 74 88 76' 125 68 86 80' 1191 . 114' 51 77 73 113 114' 85 85 125 72' 105 86 79 80' 112 59 76 '84' 107 120' 47 71 68 '105 120' BO 79 116 68 71 84' 102 52 68 '88' Be 126' 44 66 64 By 126' 56- 73 109 78' 52 64 88' 92 47 62 97 90 132' 41 62- 60 91 13T 5 87 2 .68 •102 47 58 9T 84 42 56 96' 83 138' 38 68 56 96 138' 49 64 96 84' 74 43 53 96' 78 38 51 100' 76 Z 144• 36 64- 53 81 144' 46 61 90 BT 68 39 48 100' 72 34 47 104'. 71 150' 34 51 50 76 150' 43 57 85 90' 63 36 45 100 67 31 43 108' 66 y 158' 32 49 48 72 158' .41 54 81 93' 59 33 41 108' 62 29 40 117 62 "gF 162' 31 46 45 69 167 39 51 77 96' .55 30 38 117 58 27 37 116' 58 IlLu 168' 29 44 43 65 168' 31 49 73 99' 51 28 36 116' 54 25 34 120' 55 m? 174' 28 42 41 62 174' 35 46 70 102' 48 26 33 120' 51 - 23 32 124' 52ME p y 180' 27 40 40 59 180' 33 44 67' 105' 46 24 31 124' 48 21 30 128' 49 �a 188' 26 36 3B '57 186' 32 42 64 108' 43 22 29 128' 46 20 28 137 46 }u 192' 24 36 36 .54 19T 31 41 61 111'- 41 21 28 137 43 19 27 136' 44 O��u 198' 23 35 35 52 198' 29 39 59 114' 39 20 26 136' 41 18 25 140' 42 p O0C M. 23 33 34 50 2D4' 28 37� 56 117' 37 19 25 '140' 39 17 24 144' 40 z W .210' 22 32 32 4B. 210' 27 36 54 120' 35 18 23 144' 37 16 23 148' 38 -216' 21 31 31 48 216' .26 35 52 123' 34 17 22 148' 35 15 22 157 36 222' 20 30 30 45 22r 25 33 50 126' 32 16 21 157 34 14 21 H 228' 19 29 29 43 228' 24 32 49 129'' 31 15 20 156' 33 14 20 160' 33 •234' 19 28 28 42 M. 23' 31 47 13T 29 14 19 160' 31 13 19 240' 18 27 27 40 240' 22 30 46 135' 28 14 -18 164' 30 12 18 168' 31 �-' 246' 18 26 26 39 246' 22 29 44 138' 27 13 17 16W 29 12 17 17T 30 C . 252' 17 25 26 38 252' 21 28 43 141' 26 12 17 172' 28 11 17 176' 29 '258' 17 24 25. 37 258' 20 27 dt 144' 25 12 16 176' 71 11 16 180' 28 W 6 284' 18 23 24 38 M. 20 26 40 147' 24 11 15 180' 26 10 15 184' 27 �a 270' 16 23 23 34 270' 18 26 39 150' 23 11 15 iBb' 25 10 15 188' 26 278.' 15 22 23 34 276' 19 25 38 153 22 10 14 18B' 24 10 74 197 25 �t NOTE'.THE NON-RETENTION SUIT AND VIEWPOIRT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT C'!� EXCEED THE"SLAT PERFORMANCE'TABLES ON SHEETS 7 AND B FOR ANY CONFIGURATION. � o 3'BUR.D-OUTS WBUILD-OUTS —3'BUILD-OUTS 3'BURD-OUTS 3'BUILD-OUTS TBUILD-OUTS END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON- END-RETENTION&'NOW END-RETENTION&NON- END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS RETENTION TRACKS RETENTION TRACKS RETENTION TRACKS — =-. --- MAXIMUM DESIGN PRESSUREOFA'SINGLEUNITSLAT _� _:MAXIMUM DESIGN.PRESSURE OF,ASINGLE.UNITSLAT-_- MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT - -- _ -- -MAXIMUM DESIGN PRESSURE' -MN_ MUM DESIGN_PRESSURE_-_.,-MAXOAUM DESIGN PRESSURE- ---_.---- —WALI:FORANYHEIGHTATTACHEDWTFI- -- - ---- --- ---WALL FORANYHEIGHTATTACHEDNRH 4'•BUBD-INS PBUMINS 4'BUILD-INS 4'BUILD-INS 4'BUILD-INS 4'BUILD-INS END-RETENTION'&NU"L:TENTION TRACKS END-RETENTICN&NON-RETENTION TRACKS END-RETENTION&NOW END-RETENTION&NON- ENO-RETENTCN&NON- END-RETENTION 6 NON-RETENTION TRACKS _ .__ _ __ _ RETENTION TRACKS REMNT04 TRACKS RETENTION TRACKS _-- -MAXIMt1MDESIGNPRESSUREQFASINGLEUNIT-SLAT "__ MA%IMUMDESIGNPRESSUREOF.ASINGLEUNRSLAT-__ - - - - - - -_M_AXIMUMDESIGNPRESSUREOFASINGLEUNRSIAT — _MA)OMUM DESIGN PRESSURE`-- -tdAXIMUM.DESIGN PRESSURE=_-MAXIMUM DESIGN PRESSURE,-- WILLLFOR ANY HEIGHT ATTACHED WITH MLL:FOR'ANYHEIGHT ATTACHED WTH—- -—- :MAXIMUM— - - - ——=N14LLFORAN7NEIGHTATTACHEDWTH=-- OF A SINGLE UNIT SLAT. OF'ASINGLE UNIT SLAT OF A SINGLE UNIT SLAT 5/16'ELCOUL7RACON HFH�6'QC. 5116'HFH ELCO ULTRACON�4'O.C. 1/4'•14 ELCO DRIL-FLEX WALL FOR ANY HEIGHT WILLFOR ANY HEIGHT WALL FOR ANY HEIGHT �X�*"'• CONC.& HOLLOW TIMBER CONC.8 HOLLOW TIMBER ATTACHED WITH ATTACHED WITH ATTACHED�H ®6.O.C. @B'O.C. @4.O.C. @4.O.C. �+ -- -FILLED CMU_—CMU— __ __ _ FILLED CMU CMU 318'ELCOCONFLEX®8.O.C. 318'ELCOCONFLEX @6.O.C. 318•ELCOCONFLIX 4-O.C. 118'ALf5T 114'MIST 118'ALATT 114'ALIST -- - -_-SIAT SPAN —-SLAT-SPAN= - — --- - --. - SLAT-SPAN- R PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE - —CONC.-&——— —CONC.-B——--- CCNC.-B—-- -PRESSURE==PRESSURE=PRESSURE=-PRESSURE=—= --- 'l" n PSF SF PSP) (P PSF FILLED CMU FILLED CMU FILLED CMU PSF PSF) PS F) dI SLAT SPAN SLAT SPAN SLAT SPAN : 57' 140 123 140 BP 140 124 140 PRESSURE PRESSURE PRESSURE 58' 133 140 140 140 60 140 101 130. 64 140 105 140 IPs� ( (PSP) 60• 109 140 126 140 1. � 63• 140 93 115' 68' 140 90 122 72' 13fi 84' 129 96' 140 64' 91 132 107 140 Si 88' 133 62 ID3 77 140 78 108 78' 122 88• 119 100' 140 68' 77 115 92 140 69' 121 73. 93 76' 131 1 68 96 80' 110 97 110 104' 134 V76' 66 101 79 135 3 1 77 110 65 84 80' 121 61 87 84• 101 96• 102 108' 126 57 89 69 121 75' 100 68 76 84' 111. 54 .79 88' 92 1D0' 95 112' 119 S0 80 62 109 TB' 93 .53. 70 88' 102 49 72 92' 85 104' 89 118' 113 44 73 55 100B1' 86 48 61 92• 91 44 66 96• 79 108• 84 120' 107 39 68 a9 91 &P 80 43 59 96' 87 40 61 100' 73 112' 79 124• 102 35 60 44 A4 BT 74 40 55 100' 81 37 56 104' 68 116' 74 128' 9] 32 55 41 78 90' 69 37 51 104' 75 34 52 108' 64 120' 70 132' 92 29 51 37 7293' 65 34 47 108' 71 31 49 112' 80 124' 67 136' 88 10427 47 34 67 xy 96' 61 32 45 112• 66 29 46 •116' 58. 128' 63 140' 85 108' 24 44 31 83 .O_u�i 99' 58 29 42 116' 62 27 43 120' 53 132' '60 144• 81 112' 22 41 29 59 "A 107 55 21R33 120' 59 25 41 124' 50 136' 57 148' 78 116' 21 39 27 56 m O S 105' 52 25 124' 56 24 38 128' 48 140' 55 152' 75 120' 19 36 25 52 ,� 108' 49 24 12W 53' 22 36 132' 45 144' 53 156' 72 124' 18 34 24 50 111' 47 23 137 51 21 34 138' 43 148' S0. 160' 69 128' 17 32 22 47114' 44 21 136' 48 20 33 "140' 41 152' 48 164' 67 132' 16 31 21 45 117' 43 20 140' 46 19 31 144. 39 156• 46 168' 65 136' 15 29 20 43W120' 41 19 144' 44 18 30 148' 38 160• 45 172' 62 140' 14 .28 19 41 123• 39 18 1411' 42 17 28 152' 36 164' 43 176' 60 144' 13 27 18 39 • 128' 37 17 26 152' 40 16 ,27 156• 35 168' 41 180' 5B 148' 12 25 17 37 129' 36 16 25 156• 39 16 26 '160' 33 112' 40 184' 56 152' 12 24 16 36. 137 34 15 24 160• 31 15 25 164' 32 176' 39 1B8' 55 156• 11 23 16 39 C v1 135' 33 15 23 164' 36 14 24 168' 31 180' 37 192' 53 160• 11 22 15 33- 138' 32 14 22 168' 34 14 23 '172' 30 184' 36 196' 51164• 10 21 14 32 Y 141' 31 14 21 177 3313 22 176' 29 188' 35 200' 50 168' 10 20 14 3D OI . 144' 30 13 21 176• 32 13 22 '18D' 28 192' 34 204' 49 172' 9 20 13 29 CC 147' 29 1320 186'&4' 31 12 21 1B4' 27 198' 32 216' 45 176' 9 19 13 28 FL' s '150' 28 '12 19 130 12 20 '188' 26 204' 31 228' 41 180' 9 18 12 1 27 - 153• 27 12 19 1B8' 29 11 1B 192' 25 210' 30 237' 39 184' 8 18 12 •26 ~ 1111111, �� $a NOTE:THE NON-RETENTION SLAT AND VIEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT - dT EXCEED THE SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. .•�Z ni 4'BUILD-INS T BUILD-INS W BUILD-84S 3•BUILD-INS 3'BURD-INS T BUILD-INS ~ _- END:RETENTIONANCN-RETENTIONTRACKS- - ---- =:...END,RETENTION&NON-RETENTION TRACKS_-_ _-_END-RETENTION BNON-RETENTIONTRACKS_. _ END-RETENTICN&NCN-_ __END•RETENTION&NOW _ - END-RETENTION&NOW __-- _--- -. RETENDQV_TRACKS—MN :,---=RETENTION TRACKS—_:_ -RETENTICX4 TRACKS MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OFASINGLEUNITSId1T OMUMDESIONPRESSUREOFASINGLEUNITSLAT -- — -- --- YALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WRH WALL FOR ANY HEIGHT'ATTACHED VHTH MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE - 5H8-24ELCODRIL-FLEX 5115-ELCOULTRACCNHFH @6'O.C. 5116-HFH ELCO ULTRACON @ 4'O.C. OF ASINGLE UNIT SLAT OFA6INGLEUNIT SLAT OFASINGLEUNIT SLAT WALL FOR ANY HEIGHT VALL FCR ANY HEIGHT INALLFORANYHEIGHT CONC:6'--HOLLOW_=TIMBER-—------CONC.R_ _HOLLOW__TIMBER-—_--_ATTACHED WITH8' _ ATTACHE-NTH _ ATTACHED WTH 8: �- 11WALST IWAL/ST 114'ALST FILLEDCMU CMU FII emu CMU -- 318'ELCOCONFLEX-6O.C:---3R'ELC060NFLDf-�6'O.C---318'ELCOCONFLIX@4'O.C. _- --- '�• -- SLAT SPAN SLAT SPAN SLAT SPAN PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONIC.B. CONC.B CONC.B y. (PSF) SF PSF PSF PSF P PSF `PSF SF FILLED CMU FILLED CMU FILLEDCMU �a SLAT SPAN SLAT SPAN SLAT SPAN 68' 101 .120 140 57 '140 119 140 60' 140 118 140 PRESSURE PRESSURE PRESSURE 72' 98 IDS 140 60' 140 7D2 _ 124 64' 140 99 131 (PSF) (PSF) (PSF) 76' 78 94 128 63' '137 89 109 68' 140 BS 114 72' 140 84' 134 96' 140 3 80' 69 89 115 65, 1 123 78 98 72' 135 74100 76' 126 88' 123 100' 140 64' 62 1 76 105 69' 112 69 87 76' 121 65 89 80' 114 92' 114 '104' 138 . 88' 56 70 97 72, 102 62 79 80• 110 57 BO 84' 104 96' 1 106 108' 130 92, 51 63 89 75, 93 56 72 84' 100 51 73 88' 96 100' 99 112' 123 z 96' 47 56 82 78' 88 50• 66 88' 92 46 66 92' 88 104' 93 116' 116 100' 43 54 76 81' 79 46 6D 92' 85 41 61 96' 82 108' 87 120' 110 104' 40 50 71 84' 73 41 56 96' 79 38 56 100' 76' 112' 82 124' 105 108' 37 47 67 87 69 38 52 1D0' 73 35 52 104' 71 116• 78 128• 100y 112' 34 43 63 9D' 64 35 48 104' 68 32 48 108' 67 120' 73 132' 95 116' 32 41 59 93' 1 60 32 45 108' 1 64 29 45 112' 63 124' 70 136' 91 12T 30 39 56 96' 66 30 42 112' 60 27 42 116' 59 128' 66 140• 87 m Z 124' 28 36 53 99' 53 28 39 116' 56 25 40 120' 56 132' 63 144' 84 p 128• 27 34 50 107 50 26 37 120' 53 24 37 124' 63 136' 60 148' 80 d 13T 25 33 48 105, 47 24' ..35. 124' 51 2I 35 128' S0 140' 58 152' 71 136' 24 .31 45 108' 45 23 33 128' 48 21 33 13T 48 144' 55 156' 74 � T4T 23 29 43 111' 43 .21 31 132' 46 20 31 136' 46 148' 53 160' 72 144• 22 28 41 114' 41 20' 30 136' 43 19 30 140' 43 15T 51 164' 69 W 148• 21 27 40 117 39 '19 28 140' 41 18 29 144' 41 156' 49 168' 67 _ 1ST 20 26 38 120' 1 37 18 27 144• 1 40 17 1 27 148' 40 160' 47 172' 65 ® " 156' 19 25 36 F1441' 36 '17 26 148' 38 16 26 152' 38 164' 45 176' 62 160' 18 24 35 34 '16 25 152' 36 15 25 156' 37 168' 44 180' 60 164' 17 23 34 33 '16 23 156' 35 15 24 '160' 35 172' 42 184' 69 N 188' "17 22 33 31 15 22 160' 34- 14 23 164.' 34 176' 41 188' S7 `z+ 172, 16 21' 31 30 '14 22 164' 32 13 22 188' 33 180' 39 192' 55 C 178' 15 20 30' 29 13 21 168' 31 13 21 172, 32 184' 38 196' 63 180' 15 19 29 28 '13 20 ITT 30 12 20 176' 30 188' 37 200' 52 14 19 28 27 12 19 176' 29 12 20 180' 29 192' 36 204' S0189' 14 18 21 26 12 19 1B0' 28 11 19 184' ZB 19B' 34 216' 46 196' 13 17 Z6 T5 11 18 184' 27 11 18 1B6' 27 204' 33 228' 43 \\\ 204` 12 16 24 153' 25 11 17 188 26 10 18 19T 27 210' 31 237' 41 • �p�:gOZ ���� ,Qt.�i pgO NOTE:THE NON-REfENRON SUT AND NEWPORT SLAT SPANS OR OESIGN WIND'LOADS SHALL NOT Tf' - d -_`•• EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. O•' d taf7 0 r a _ 3'BUILD4NS 3'BUILD-INS 2'BUILD-INSW IWVALLS631WANGLES 2•BUILD-INSVW114'MLLS8341'ANGLES .,. END-RETENTION 6 NON-RETENTION TRACKS END-RETENTION 8 NON-RETENTION.TRACKS END-RETENTION&NON-RETENTION TRACKS END-RETENTION BNOWRETENTION TRACKS "-`-- '-- --'-- --MAXIMUM DESIGNpRESSUREOFASINGLE UNIT SLAT- =-MAXIMUM DESIGN PRESSURE OEASMGLEUNIT SLAt"__ MAXIMUM DESIGN_PRESSURE OF_ASINGLE UNIT_SLAT- -�6UVOAdU!dDESIGNPRE6S!REOFASINGLEUNRSLAT- 64L -_--_ �___•__' _ VLFORANYHEIGHTATTACHEDWTH VNI.FORANYHOGHTATTACHEDWTH M1 FOR ANY HEIGHTATTACHEDWTH — WANY ALLFORHEIGHTATTACHEDWH T - ----- 114'-14ELCODRR•FLEX. 5116'-24ELCO GRIL-FLEX. 5116'ELCOULTRACONHFH Q6.OR. 5116'HFHELCOULTRACON@4.O.C. IN jai' , 6'O:C. ®6'O.C. @4.O.C. A4'O.C. @8'D.C. @6•QC. @4.0.C. CONC.B HOLLOW TIMBER CONIC.d HOLLOW TIMBER A-118'AIlST=-1AWALiST==14i'AL/ST==11VAL1ST —--_--_=114_ALIST=-1M_AL15T=_114_AUST-—-_ - ---FILLED_CMU,—CMU— ----- - FILLED.CMU..-_CMU-- ---- ----_-�SLAT SPAN SLAT SPAN SLATSPAN- - -- ---SLAT-SPAN' -- -- - '� ----- PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE Y PSf )PSF PSF) (PSF) (PSF) (PSF) (PSF) (PSF) WI 66' 133 140 '140140 68' 104 123 140 57' 140 112 132 80' 140 110 139 60' 110 140 128 140 72' 91 109 140 60• 140 97 115 84' 140 93 120 �. � 64' 92 135 109 140 76' 80 .97 132 63• 126 94 102 68' 136 79 104 88' 78 118 93 140 80' 72 88 119 68' 113 74 72' 121 69 92 72' 67 104 61 139 84' 65 79 109, 69' 102 65 81 76' 109 60 92 6 76' 68 93 71 125 88' 69 72 100 M' 93 58 73 80' 98 63 73 80' 51 83' 63 113 92' 63 66 92 75' 85 52 67 84' 89 47 66 84' 45 76 57 103 96' 49 61 86 78' 78 41 61 88' 82 42 60 g B8' 40 69 51 95 100' 45 57 80 81' 72 43 56 97 76 38 55 92' 36 83 46 81 104' 42 62' 75 84' 67 39 51 96' 70 35 51 Z 96' 33 58 42 91 106' 39 49' 70 87' 62 36 48 1D0' 65 32 47 100' 30 54 39 75 112' .36 46 66 90• $8 33 44 104' 61 29 44 y 104' 27 50 36 70 116' 34 43 62 93• 54 30 41 108' 57 27 41 `6z 108' 25 47 33 66 120' 32 41 58 96' 51 26 38 112' 53 25 38 L.._ 112 23 43 31 62 124' 30 36 56 99' 48 26 38 116' S0 23 36 m= 118' 22 Al 29 58 128' 28 36 53 107 45 24 34 120' 48 22 34 =O u, 120' 20 38' 27 'b5 132' 27 34 50 105' 43 23 32 124' 45 20 32 � '124' 19 .36 25 .52 136' 26 33 48 108' 41 21 30 128' 43 19 30 128• 18 34 24 50 140' 24 31 48 111' 39 20 28 132' 41 18 29 p 132' 17 33 22 47 144' 23 '30 44 114' 37 19 27 138' 39 17 27 Z�' 136' 16 '31 21 45 149- 22 28 42 117' 35 18 26 140' 37 16 26 Ly 140- 15 29 2D 43 157 21 27 40 120' 34 11 25 144' 35 15 25 W. 14 28 19 41 156' '20 26 39 123' 32 16 23 148' 34 15 24 1J, I 148' 13 27 18 39 160' 19 25 37 126' 31 15 22 152' 32 14 23 J d '157 13 26 17 38 16P 19 24 38 129' 30 14 21 156' 31 13 22 p 156' 12 '25 17 36 166' 18 23 34 132' 28 14 21 160' 30 13 21 C 64 160' 11 24 16 35 172 17 22 33 135' 27 13 20 164' 29 12 20 164' 11 23 15 33 176' 17 22 32 13W 26 13 19 168- 28 12 19 Y 168' 11 22 15 32 180' 15 21 31 141' 25 12 18 172' 27 11 18 •-- 172' 10 21 14 '31 184' 15 20 30 144' 24 12 18 176' 26 11 18 24 1 178' 10 .20 13 30 1B9' 15 19 29 14T 7 180• 25 10 17k 180' 9 20 13 2B 196' 14 18 27 ISO- 23 1111 i6 184' 24 10 17 y�1�mw 184' 9 18 13 28 201' 13 17 26 153' 22 10 16 188' 23 10 16 %%%,`„4 9R % %%Off..... 4 �!Itfl .. NOTE-THE NON-RETENTION SLAT AND NEWPORT SLAT SPANS OR DESIGN WIND LOA05 SHALL NOT d'• Z EXCEED 714E'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. C•' n5 r �O o A8 r 2'BUILD-INSW1/4'WALLS63WANGLES 2'BUILD-INSIN1l4'WUS6WANGLES 2'BUILD-INSWIWMLLS&318'ANGLES 7BUILD-INSW1/4'WILLSd3ZANGLES END-RETENTION d END-RETENTION d END-RETENTION d NCN-RETENTION TRACKS END-RETENTION d NOWRETENTION TRACKS - - ----- --NON-REMTION-TRACKS--.,-_.-- - -=-ANON-RETENTION.TRACKS,, - ---- - ---`--' - "-- - =----MAXIMUM DESIGN PRESSURE OF A SINGLE UNITSLAT-------MAXIMUM DESIGN PRESSURE OFASINLLLE UNR-SLAT----------------------- ---- MAMMUMDESIGNPRESSUREOFA. MAMMUM DESIGN PRESSURE OF A WALL FOR ANY HEIGHT ATTACHED WITH WALLFOR ANY HEIGHT ATTACHED NTH SINGLE.UNIT SLAT MLL FOR ANY SINGE UNIT SLAT WU.L FOR ANY 1/4-14 ELCO DRIL-FLEX 5116'-24 ELCO DRIL-FLEX. HEIGHT ATTACHEDWTH HEIGHT ATTACHED VM 318,ELCO.CONFLM(08'O.C.._ - -_3R'ELCOCONFLE)CAWO.C._ __—_ @6'O.C. @6'O.C. @4'D.C. @4'D.C. X8'0.0. @6'O.C. @4.O.C. -- - -- _ - -- SLAT SPAN -118'N18T--4K'-"AL1ST- =118'-AI75T==1M'AUST=_ SLAT SPAN -114'ALIST- =1/4'"ALIST---ip'AL/ST-_ --- -- CONC.dFICLED CONC.dFILLED PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CMU CAN PSF P PSF PSF PSF PSF PSF SLAT SPAN SLAT SPAN 56' 125 140 140 140 88' 95 112 140 PRESSURE(PSF) PRESSURE(PSF) _ 8! 60' 103 140 119 140 72' 84 99 131 68' 140 72' 140 64' 86 124 101 140 76' 74 66 117 77 126 76' 140 68' 73 108 86 140 80' 66 79 106 76' 113 80' 129 72' 62 95 75 124 1 84' 69 72 97 80' 102 84' 118 76' 54 84 66 112 88' 64 65 89 84' 93 88' IDS 80' 48 76 58 101 97 49 60 82 68' 85. 97 1D0 84' 42 68 52 92 96' 45 65 76 97 79 96'-_ 93 88' 37 62 47 85 100' 41 51 71 116' 73 100' 87 92' 34 67 42 78 104' 38 47 66 100' 68 104' 82 96' 30 62 39 72 1D8' 35 44 62 104' 63 108' 77 106• 28 48 35 67 117 33 41 58 kvco 108' 59 112' 72 104' 25 45 33 63 116' 31 39 55 117 1 56 116' 68 1D8' 23 42 30 59 1 120' 29 36 52 w 116' 52 120' 64 112' 22 39 28 55 124' 27 35 49 Z= 120' .50 124' 61 116' 20 37 26 52 128' 26 33 47 C E4�N 124' .47 128' .58 120' 19- 35 25 49 137 24 31 44 Sig- 44 ii g— 128' 44 132' 55 124' 17 33 23 47 136' 23 29 42 137 '42 '136' 53 128' 16 31 22 44 140' 22 28 40 136' 40 140' 51 132' 1 15 29 20 42 144' 21 27 39 C 140' 39 144' 48 136' 14 28 19 40 146' 20 26 37 144' 37 148' 46 140' 14 27 18 38 157 19 24 35 .. 14W 35 157 45 144' 13 2517 36 156' 18 23 34 g r 157 34 156' 43 148' 12 24 17 35 160' 17 23 33 d lt 158' 32 160' 41 157 12 23 16 34 164' 17 22 32 160' 31 164' 40 156' 11 72 15 32 168' 16 21 30 C 164' 30' 168' 38 150' 11 21 14 31 177 16 20 29 U 16W 29 177 37 164' 1 10 20 14 30 176' 15 19 28 C . 177 28 176" 36 188' 10 20 13 29 160' 14 19 27 176' 27 180' 34 177 9 19 13 28 184' 14 18 26 � $ _' 180' 26 197 31 176' 9 18 12 27 189' 13 17 25 184' 25 204' 29 1B0' 9 18 12 Z6 196' 13 1fi 24 18B' 24 216' 26 184' B 1 17 11 25 204' 12 15 23 ttttt p \♦♦ o A a ♦ g � \\\\\0�..• nQM lyyyyyyG'' �Ey�I 84 ^� NOTE:THE NON-RETEMION SLAT AND VIEWPORT SLAT SPANS OR DESIGN MND LOADS SMALL MOT EXCEED,THE'SLAT*PERrORMANCC TABLES ON SHEETS 7 ANO a FOR ANY CONFIGURATION. Q'.�Z nS: ® v ` %'JJ►�, ly �O\Q t ti r. ANCHOR(lYP) (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) 1/4.0 OR 5/16'0 ULTRACON O 12.O.C. (TYP) 1/4'0 DRIL-FLEX OR BOLT WITH CAP I/8•ANGLE E (SEE CONNECTION ANGLE CAPACITY ON sgEET 19) IB NOTE. ANCHOR O NEC CAPACITY SHEET SEE CONNECTION ANGLE TIY'ON SH 19 SECTION FOR THE WALL � MOUNT=I$^SHOWN.-MEATIER= SIMILAR uLLCA BE f/8'THICK ALUM.ANGLE UP TO 25DO LBS --- - - ---_ - --� -- - I e •:.�•� ANGLE O OR 1/4'TACK ALULL ANGLE UP TO 6500 LBS •. •'A (SEE CONNECTION ANGLE ON SHEET 19) _-_ _ _-_- __ • 4 :_•.+ _ _ __ __— _-__(/4'e DWL-FLEX OR BOLT-- SEE OLT-SEE CONNECTION ANGLE CAPACITY ON SHEET 19)---- -- 01 SRI SLAT SPAN--+�+— SLAT SPAN SNURER SPAN Z 2 SPAN SINGLE UNIT ELEVATION SD*UUMT WnH STORM BAR UWALLATYON-N.TS. y E L-vA- SHUTTER HOUSING 1(i 58MM SLAT C 58MM SLAT 4n STORM BAR ; STORM BAR � (SEE TABLES ON SHEETS 20 TO 22) (SEE TABLES ON SHEETS 20 TO 24) O 1/B•THICK ALUM.ANGLE UP TO 2500 LBS 1/8•THICK ALUM.ANGLE UP TO 2500 LBS YJ 1/4'THICK ALUM.ANGLE UP TO 6500 IBS 1/4'THICK ALUM.ANGLE UP TO 6500 LBS (SEE CONNECTION ANGLE ON SHEET 19)(TYP) (SEE CONNECTION ANGLE ON SHEET 19) Liy®^L ,QxI 1/4.0 TRRL-FLEX OR 90LTJ. tC (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) t/4'e GRIL-FLEX OR BOLT (SEE CONNECTION ANGLE CAPACITY ON SHEET 19)' ANCHOR(1YP) C N '(STP CONNECTION ANGLE CAPACITY ONSHEEP 19) - F V z' ® 0 NOTE • - SECTION FOR THE SILL 5 ... SHOWN.HEADER OPTION IS ~ SIMILAR WITHOUT CAP OR t ' c ANGLE SLAT'SPAN SLAT SPAN SLAT SPAN - Y'•0. EXTEND SILL UNDER SHUTTER OR US)f� SRUTTER SPAN 1/8•CAP TUBE OR ANGLE ATTACHS�D 94 ••• r� 'i'. 1/4.0 SELF-TAPPING SMS®12'a: •' �qL. 3 OR MORE SPAN SINGLE UNIT ELEVATION 1/4-0,5/16-0 uLTRncoN(m) smaEUTBrxTn1 STORM BAIS INSTALlLTTON-N.Ts BUIL%IN-SECTION = SJR - E BUILD-OUT SECTION (SEE CONNECTION TABLES ON SHEEP 19) STORM BAR INSTAUi1T10N-N.TS, _ /L\ • �.���x11L� TY SfbRH BAR INSTAlLAT10N-N.TS. � O..' � �� t:oTEs: .�7 .• b •• �.,�. d,'•. STORM BARS CAN BE USED ON MULTIPLE UNIT INSINSTALLATIONSO STORM BARS CAN BE USED.TO REDUCE MINIMU14 SEPARATION TO CLASS • 070 0 TOSTORM BAR 00-o 0 0. (SEE TABLES ON SHEETS 20 THRU 22) -L4i --o- ---- —- -- - ---- - ---- -� ­ ---- z -- ---- -F_ -- - ­=-- - - -- 9 - Ott 7-- 1/8-THICK ALUM.ANGLE UP TO 2500 LBS NOTE:TER Not 1/4'THICK ALUM.ANGLE UP TO 65M LOS SHUTi -1 sd SIR FOR (SEE CONNECTION ANGLE TABLES ON THIS SHEET) CLARM 011N I/i-(F[)FiC-FLEX-OR-BOLT(TYr)-------- INTERIOR r (SEE CONNECTION ANGLE TABLES ON THIS SHEET) ANGLE LEG ATTACHMENT 1/4-0.5/16.0 ULTRACON(TYP) (SEE CONNECTION TABLES ON THIS SHEET) L —r-WL-I ------------ 44 -- ------ -------------------- MCI t 1/4-0.OR 5/16 0 ULTRACON 0 mm . BETWEEN OR 8d 12 D.C.' EW MIN. SPA-104* Id(Typ) OR Sd 21 MIN. OPTIONAL F LLETZ 3> BUILD-OUT SI HEADER CONNECTION MEW BUILD-OUT SILLJHEADER CONNECTION CAPACITY il CONCRETE&FILLEDCMU I HOLLCINCMU WOOD DESIGNLOAD ANCHORS-REQUIRED DESIGNLOAD ANCHORS REQUIRED DESIGN LOAD ANCHORSREQUIRED CONNECTION ANGLE m EACH ANGLE (LBS) EACH ANGLE (LBS) EACHANGLE STORM BAR INSTALLATION-W.T.S. 1696 (3)1W ULTRACON low ON 110 (1)VVULTRACON Lu "'UL'ELC (4)1(4'ULTRACON 1400 1 V URRAC 1200 (4)114'ULTRACON .6 2520 �i IT 2060 (215116-ULTRACON 1290 (3)51`16'ULTRACON 1770 (3)5116'ULTRACON V. All t!OTE9, 312D (315116-ULTRACON 1720 (4)WS'ULTRACON 2380 (4)51IFULTRACON. SEE STORM GM CONNECTION CAPACITY TABLE FOR REQUIRED ANCHORS.USE CENTER ANCHOR — SPACING-AND LOCATIONS WHEN REQUIRED. 4160 (415116-ULTRACON 2150 Ll:;ULTRACON 3540 (6)5116'ULTRACONCON 1 2950 6116'ULTRACON yK • SEE STORM BAR END:LM ON MAXIMUM DESIGN PRESSURE STORM BARL TABLES FOR THE REQUIRED 5200 (5)PIS'ULTRACON 2580 S', pW MINIMUM CONNECTION CAPACITY 3440 (8)5116-ULTRACON I 4720 1 (8)5n S'ULTRACON CONNECTION ANGLE CAPACITY(2 REQUIRED) CONCRErE&FILLEDCMU HOLLO.wCMU ROOD WMINALUMINUM Ifir MIN ALUMINUM_ DESIGN LOAD ANCHCRSRECIUIRED DESIGN LOAD J ANCHORS REWIRED DESIGN LOAD ANCHORS REQUIRED DESIGNLOAD ANCHORS REQUIRED DESIGN LOAD ANCHOR&REQUIRED (LBB I EACH ANGLE (LBS) EACH ANGLE (LBS) EACH ANGLE (LBS) EACH ANGLE (LBS) EACHANGLE (1)iW CHORS (1)1/4'ANCHORS 1320 (1)114-14 DRIL-FLEK 2120 (11 IL-FLEX DRIL 1260 'ANUHORS 'p- 1400 (2JIWANCHORS 1200 (2)114'ANCHORS 2340 (2)14-14 DRIL-FLEX DRIL-FLEX 2520 )114'ANCHORS — 11-1 1!, 2050 (1115116'ULTRACON 860 (I)WIVULTRACCIN 1180 (1)5f16'ULTR160N 3960 (3)114-14DRIL-FLEX 63603114-14 DRIL-FLEX T 41160 '(2)511V ULTRACCN I729 (2)5116'ULTRACON 2360 (2)5M6'ULTRACON 1240 (1)114 THRU BOLT m 114RRU BOLT z 4 civ 2020 2580 2 El TRAC!,?l 310 2411 (2 1114 THRU BOLT 5000 (2)114THRU L CN -a.." 4r2D "100 1 f410 1=04 3760 (2)3fB THRU BOLT 3760 —41 a 1 UL, -(1)318THRU."XT O id .4 j N, ilq�z s tl -Pill jl �j� m!ni ❑ ap a'mtd'o,w�umu�rX'.'u�S.m �Iw -i r W W W f.1N(�lwrw W(JWp lJNwww�.!W A W NNNwrwW W W S.f NN Nw r r i['') :i>+.+ Ywby dnNaa =+Ce'tw'r}iokiJaA ''w 3ab`'+Cl to htAA�.:ex>wm2nN� i t II 1'l C Alb � o 4 ,i t. �� t m`�RsmvN ArnN m sA�$t�i hm}N t.4o Amam�Www$oaNy�2 ; o jI rr;•t,�� , m QVJpW�p n; iv! MUM n3 m a��o�J��Sm4)7Sf 9MI R Il t-9 ${x V W CPN r W PA W U w rj3 c�.. E3O+V�+T O>GO.V i+iN Gf 7}c+as PW+pO V AtJ 09YP�C>Oa 7y V A(J OO�CD�Gp<o 0s V AiV pv��+ I1P ;I 11 4 gl:=l I lql;il H allil I O c>, oww��.Aiww��'.mb"m,'-A.�.�"a�m°.2`�N$�`..Ao Lv"rma r.±'$o�$Y'o u�'ac00i�� r�i$�i m���� • I� Rpp Iill §li H Qi�Z b 1 [A , m N I� 0 ll �i:QQt 6 J v Of V N A A J t In 1 R 16 111 SE.111+919M61 CF W ^° Fngtngleft ttG SOMMSERiNA ASSAM,Z -Darroom �TE «� =' END RETEMPOH f.NOMETENAON • FN�IE OFMONGRZOM KNOM 2M 'Kigwtepp is M SVYMcBeKPraMr%FRU J-- RO -0PH �tERSYSM „Z � ,, 11 it II II' II II' y gg II Vy Ygg' I I =I �4gWtNcl�y� aT2T�s "m� Q� l m Hit�`d.o`8��'B,motif.'.K'i�`. 0.^'�1'0�++..'N,�+..,'.a�+m��m�mro�i,a� I m IIN ' +00000+++++90099+ +00000+++++00000 ' rkn Ls�- mia homm min h.lb'oe cob bo heLkn is+bce is bomm�tn m=.binam_csazC'I,I;y I I �acp T EIA Tg,'gS&!afC`;i:V2g,�N���� szV4 a ss TSa � ss��cPTiFf. 9 Q 0 0 0 0 0 0 m O Q O O O O O O G O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 l�J — b+m mco c+ a�bi:o urm mm mmco cavo 6o comama mm�iaab�m cowac�mvzni � a C 0 c OSI.T �p to y y gg g Qi �g�p I L 3p -9i -oNI S I -11Ai� 0 �. o�oalN�omfy'gmol',.w�m''wo$.m..ma.a m$�gSoam.d' a�&�gg$��"��4p I ❑ m, m II MR�p m 21 [u Lf IJ 4f N a N ry tJ fJ L.N N Nm P j N 3I N ii N A �I fI NN �iq O?;m P4 Si 5;8�v 5iSi 2i TsiNy4i yo ' O S A C mg�m�m$boa`5,' ..ofG�'m`g�$g��3"St.�'Ea$oSL"m=mNw`�i' Sa$Ki 'i52g� ❑ ml�'I 53 , II my OA 99 MAM � b ``��� CR ,10pHl�, asmmma.a� i.F+omm miamai.,bm m�'a miom a.+1"bb��s; No sscz4 I, II i ..ffv t tura- 'I t DATE MUM 2 Engtneadng;ue 581111 BERTHA M10F. END RETENTION INON-RETENTION ��,�. •amac.�c ar xnxo"mlow w,elx zasat' 'Knon+aap.'r ra,r 6eK'Rn.mar I DATE DAAirNer. scue ,.k ROLLd1PSHMERSYSTEM ns !. Baa ew.luzzasf Kd+wu • a/as/is Twp Krs ts=owi „�,,,,�,,,,� 1,, II i. a a a a MAXIMUM DESIGN PRESSURE CF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OFA -2!X4'X1I8_STORMMR 6063-T6-30RMORESPANS. -- __-- 2'X4'X1I8'STORMB. (6063-TB)-3 OR MORE SPANS.- __ 274'X1I4'STORMBAR(6063.76)-30RMORESPANS _ _ 2'X4'Xl/4'STORM BAR(W83-TS)-30RMORESPANS AVERAGE STORM BAR -DESIGN- STORM BAR STORM BAR= -AVERAGE= STORM BAR -DESIGN="STORM BAR.STORM.BAR __=AVERAGE-- STORM B9R:=DESIGN STORM BAR-_STORM HAR _AVERAGE-_STORM BAR_-DESIGN=STORM BAR STORMBAR "_- UP TO UPTO PSF L YIN UPTO UPTO PSF LB YIN UPTO UPTO PSF LB YIN UPTO UPTO PBF LB YIN 66' 140 1107 1.1 54• 140 1630 1.0 66' 140 1771 0.8 54' MO 2355 0.7 -- - --- - - ----72'-------140--_ _12(18--_9.1: _-___ .60' 116 1501 1.1 75' 140 2013 0.8 60° 140 2616 0.8 - - 78' 123. 1149 1.1 - - - 66'--96 -1366--1.1-__-_-84'--118-=1900--0;8=_ - =66-==118= _=-2426=- 0.8 -_ _ 84' 106 1067 1.1 72' 80 1242 1.1 93' 97 1729 0.8 72' 99 2220 0.8 �, 90' 93 1003 1.1 7B' 68 1144 1"1 49, '102' BO 1564 0.8 �, T8' 85 2065 0.8 , 96' 81 932 1.1 84' 59 1069 1.1 111' 68 1447 1.0 84' 73 1910 0.8 107 72 880 1.1 90' 51 990 1.1 120' 58 1334 1.1 90' - 63 1766 0.8 Wei " 108' 64 828 1.1 95 45 932 1.1 129' 50 1236 1.3 96' 56 1674 0.8 � 114' 58' 782 1.1 102' 40: 880 1.1 138' 44 1164 1.5 102• 49 1557 0.8 yg lt 120' 52 748 1.1 108' 36 838 1.1 147 39 10% 1.7 108' 44 1480 0.9 1. 66' 140 1328 1.1 48' 140 1610 0.8 66' 140 1992 0.8 54' 140 2538 0.7 ' 72' 121 1252 1.1 54' 129 1669 1.0 75' 132 2135 0.8 60' 133 2677 0.8 78' 103 1155 1.1 60• 104 1495 1.1 84' 105 1902 0.8 66' 110 2435 0.8 C 64' 89 1075 1.1 66' 86 1360 IA 93' 86 1725 0.8 72' 92 2222 Ob 90' 77 996 1.1 �, 72' 72 1242 1.1 54' 102' 71 1562 0.8 84, 78' 79 2067 Ob W 96' 68 938 1.1 78' S2 1159 1.1 111' 60 1436 1.0 84' 68 1916 0.8 r 102' 60 880 1.1 84' 53 1067 1.1 120' 52 1346 111 90' 59 1781 0.8 y 108' 54 838 1A 90' 46 992 1.1 129' 45 1252 1.3 96' 52 1674 0.8 7� 114' 48 797 1.1 96' 41 943 1.1 138' 39 1160 1.5 102' 46 1574 0.8 W Z 120' 43 742 1.1 102' 36 880 1.1 147' 34 1078 1.7 108' 41 1485 0.9 co- 702 - 66' 123 1361. 1.1 .42' 140 1550 0.7 66' 140 2214 0.8 54' 140 2717 0..7 MEM 72' 103 1244 1.1 46' 140 1771 0.8. 75' 119 2138 0.8 60 124 2614 0.8 0 = 78' 88 1161 1.1 54' 117 1665 1.0 84• 95 1912 0.8 66' 102 2419. 0.8 B4' 76 1071 1:1 60' '95 1502 1.1 93' 77 1716 O.B 72' B6 2225 0.8 42' 90' 66 996 1.1 ]48* .78- 1357 1.1 60, 10Y 64 1564 0.8 go, 78' 73 .2046 01898' S8 934 1.1 66 1252 1.1 111' 54 1436 1.0 84' 63 1902 0.8W102' 51 872 1.1 56 1151 1.1 120' 46 1323 1.1 90' 55 1778 0.8108' 46 833 1.1 48 1063 1.1 129' 40 1236 1.3 96' 48 1656 0.841 784 1.1 42 996 1.1 138' 35 1157 1.5 102' 43 1576 0.8 120' 37 745 1.137 936 1.1 147 31 1092 1.7 108' 38 1475 0.9 66' 1D8 1366 1.1 140 1691 0.7 68' 128 2429 0.6 48' 140 2576 0.6 C72' 90 1242 1.1 135 1877 0.8 75 99 2135 0.8 54' 140 28M 0.7 7B' 7T 1151 1.1 107 1661 1.0 B4' 79 1908 0.8 60' 116 '2668 0.864' 66 1063 1.1 87 '1501 1.1 93' 64 1711 0.8 66' 96 2429 0.890' 58 1001 1.1 ' 72 1366 1.1 72' 102' 54 1584 0.8 �, 77 81 2238 0.896' 51 938- 1:1 60 1242 1.1 111' 45 1436 1.0 78' G9 2063 0.8 � �102• 45 880 1.1 ' 51 1144 1.1 '120' 39 1348 1,1 84' 59 1900 0.8108' 40 828 1.1 ' '44 1063 1.1 129' 33 1224 1.3 90' 52 1794 0.8114' 36 787 1.1 ' 39 1009 1.1 138' 29 1151 1.5 96' 45 1656 0.8120' 33 759 1.1 34 938 1.1 147 26 1099 1,7 102' 40 1584 0,8 ♦,.• 4 0 L OEFlECf10N YS bp p.Z ■� � NOTE:USE DEREOTIDNS PROVIDED WHEN DETERMIMNG'IAINIWM SEPARATION.TO GLASS r CV Plorida Building Code Online Page 1 of 2 Flo(Ida Depart lentof BCIS Home j Log In j User Registration j Hot Topics ( Submit Surcharge j Stats&Facts I Publications j i FBC Staff BCIS Site Map j Links j'Search j i+ Professi real iC '�� Product Approval USER:Public User ; Regulation I Product Approval Menu>Product or Aoolication Search>Application Llst>Application Detail FL# FL11964-R3 c ,= Application Type Revision Code Version 2014 i Application Status Approved I ! ' Comments Archived ❑ I , p 'I+ Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive I' West Palm Beach,FL 33407 (800)432-2204 Irodriguez@easternmetal.com I it �, f Authorized Signature Bill Feeley Irodriguez@easternmetal.com 1' Technical Representative i ' l Address/Phone/Email 'i Quality Assurance Representative i Address/Phone/Email Category Shutters Subcategory Storm Panels I Ili; II Compliance Method Evaluation Report from Florida Registered,Architect or a Licensed Florida Professional Engineer ?i © Evaluation Report-HIardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr i the Evaluation Report Florida License* PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 1' Validated By Frank L.Bennardo,P.E. I i Validation Checklist-'Hardcopy Received Certificate of Independence FL11964 R3 COI 2INPANELSCI.ocif j Referenced Standard and Year(of Standard) Standard �' Year ASTM E1886 j i 2002 ASTM E1996 2002 ASTM E330 2002 !; Equivalence of Product Standards Certified By i I Sections from the Code I� I li II https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opOD... 3/23/2016 I! I li rionaa tsunaing uoae unime rage/_ of Product Approval Method Method 1 Option D Date Submitted 04/23/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 11964.1 0.050"Bertha Aluminum Storm Corrugated aluminum Storm Panels retained or not by tracks Panel(2 inch)-Drawing number to provide hurricane protection. 15-045 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 045.odf Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large missile.Max,span is 13'-0"for+30,-30 p.s.f. Evaluation Reports ASD and 4'-0"for+90,-130 p.s.f.ASD for retained panels. FL11964 R3 AE EASTERN METAL SUPPLY See sheet 2 of installation drawing for other spans and INC. P.E.R. DRWG.15-045.pdf pressures. Created by Independent Third Party:Yes 11964.2 24 Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to Panel(2 inch)-Drawing number provide hurricane protection. 15-041 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R3 II EASTERN METAL SUPPLY INC. DRWG. 15- Approved for use outside HVHZ:Yes 041.Ddf Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile.Max.span is 9'-10"for+32.6,-32.6 Evaluation Reports p.s.f.ASD and 2'-8"for+58.0,-58.0 p.s.f.ASD See sheet 2 FL11964 R3 AE EASTERN METAL SUPPLY of installation drawing number 08-149 for other spans and INC. P.E.R. DRWG. 15-041.Ddf Pressures. Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click hem. Product Approval Accepts: µ WE ScC11nt'�11:71UC� https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opOD... 3/23/2016 i j E Clast I e Impact Windows I; FACTORY DIRECT SINCE 1969 COMPLETE HURRICANE PROTECTION SOLUTIONS; 70B9t, Hemstre ce West Palm Beach,FL $00.643.6371 33413 I Property Information B„uildin Information Owner: SMITH,DAVID Wind Zone: 160 MPH. i Address: 9316 SCARBOROUGH COURT Exposure Category: C _ PORT SAINT LUCIE,FL 34986 Minimum Building Dimension: 40 ft. Mean Roof Height: 1,1 ;1 15 ft. Risk Category: I II I II Ii'' FF Design Pressure Calculations t; Opening Location Device Device Device I'Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) 1Piessure(psfl Pressure(psfl 1 Int 74 89.75 7 ,l 30.2 -33.0 2 Int 74 89.75 7 ;j 30.2 -33.0 3 Int 36.25 62.25 7 I'', 32.5 -35.3 4 Int 37 62.5 7 �i i a�� 32.4 -35.3 I it I' I �I I; N II' I li ,i � II i II 11{ I i I I it I' I i I I I Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.;51h Edition'(2014);Florida Building Code. Page 1 of 1 I I ! I , I. I. � i�l I Wall Opening Shutter Shutter Shutter Storm Bars Anchor I Header Rein Storm panel Unit No. pressure Size Width Height Span Req'd! Spacing ;I Req'd YIN Bolted Y/N W x H. Topi'�Bottom 12':'o.c. 1 1 —33.0 74"x 89.75" 74" 88.875" 88.875" N/A j N N 12"O.C. g 12"o.c. i! 2 —33.0 74"x 89.75" 74" 88.875" 88.875" N/A 12"o.c. N N I, 3 —35.3 36.25"x 62.25" 323/8 61.375" 61.375" N/A 12",o.c. N N 1271 o.c. I; 4 —35.3 37"x62.5" 323/8 61.625" 61.625" N/A 12 O.C. N N 12",o.c. ; I I Ili q ' III I ! ll, LI N I til II II i�l II 11'' y i ii I I I�I I Il,i i I'i I GENM Hltf� -- - ---- __ 1._STORM-PANEL SHOWN-ON THIS,PRODUCT EVALUATION DOCUMENT(PLED.)HAS BEEN VERIFIED FOR COMPLIANCE IN NOTES_-, ACCORDANCE WITFI-THE 2014(5th EDITION)OF-THE'FLORIDA`BUILDING'CODE,THIS'STORM-PANEL-SHALL==-BE INSTALLED-AT----- __-B.1) MINIMUM�EMBEDMEWOF TAPCON-ANCHORS;S.G.TAPCONS. ELCO PANELAAIIi,-ELCO-NAS:- - - __---- - -- - -- --_ HIGH VELOCITY HURRICANE ZONES(MMI-D.ADE/BROWARD COUNTIES). INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4 DESIGN WIND LOADS SHALL.BE DEIER INED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, 8.2)-3/4'0 SOLID SET ANCHORS SHALL BE ENrERLLY EMBEDDED INTO THE CONCRETE BLOCK UNIT i_-FOR-A.WIND-SPEED-AS REQUIRED-BY_`THE-JURISDICTION WHERE-THESE-SHUTTERS-WILL BE.-INSTALLED AND--- - _ _ _ N0 EMBEDMENT INTO STUCCO SHALL BE PERMITTED. FOR-A-DIRECITONALTIY-FACTOR=Kd�0:H5:USING-ASCE-7-10.FOR;(HSTACLATIONS_UNDER"2014_FBC-AND,SHALL -- -- - - =1/,4'0=20'_SCREWS=USED_Stt4LL BE_1_1/2LONG-MINIMUM SHOULD STUCCO E)<IST..ANO 1'_MIMM_UM_FOR WALLS --_ - NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7,9 THRU 17. -i-----`- WITH-NO-STUCCO. -- ------- -- ----- ---� B.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS IN ODER TO VERIFY THE ABOVE.CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE LONG SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES TO CO PPARE-THESQ W/MAX.(AS.D) RESIGN PRESSURE RATINGS INDICATED ON SHEETS 2,7,9 THRU 17. IN 8.1)& D:2)ABOVE. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT CVER STRESSED.-A 33R - - (C) TO EXISnNG WOOD FRAME-BUILDINGS.—SEE-SPECIFICATIONS-ON-SHEETS-12 13 14-&-15=ANCliORAGE=SHALL-BE- INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HU USED IN THEIR ANALYSIS.A DURATION FACTOR CO-1.60 WAS PERFORMED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER, STUCCO OR ANY OTHER FINISH. USED FOR VERIFICATION OF FASTENERS IN WOOD. STORM PANEL'S ADEQUACY FOR'IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS#0321.01-05,1 0812.01-05 AND 0 0119.81-06,PER ASTM E 1886-02,E 1996-02 AND ASM E-330 STANDARDS,QUALIFIED FOR WIND 20NES 1,2 AND 3; MISSILE TYPE 0(BASIC PROTECTION ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 7, PANELS NAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 8.2.1.1 AND 6.2.1.2 OF ASTM E 1996-02. (SHEET 4 THRU B) EXCEPT THAT HEADERS 2,3, 3A&4 SHALL NOT BE USED. 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY. S.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 3.ALL ALUMINUM EXTRUSIONS S�(Nl BE ALUMINUM ASS0_-IATION.GO63-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE,BLOCK OR STORM PANEL COMPONENTS STUDDED PLATE AND v5 SNAP CAP ARE PATENT PENDING. WOOD FRAME BUILDINGS. 4.ALL.SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMNN N CONTINUOUS DIN 50018,W/50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH&SHALL COMPLY-W/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INMUSION.CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL SECTION 2411.3.3.4. LENGTH. 5. BOLTS TO BE ASM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL, WITH 35 kst MINIMUM YIELD STRENGTH. 10. (c)THIS P.E.D. PREPARED 8Y THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; 1-WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) . (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS -1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I-T.W./BUILDE)L PRODUCT, BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DENAIE FROM THE CONORIONS DETAILED ON THIS -1/4.0 S.G.TAPCONS AS MANUFACTURED BY ITW/BUILDEX. DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4'0 PANEL MATES ANCHORS MALE OR WAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4b X 3/4'SOLID SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY'COMPANY (c)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. NOTES' (d)SITE BECOMEPROJECTS SHALL BE THEOF RECORD(E.O.R.)FOR THE PRBY A RIDA OJECT SAND RED WHO WILL BEE RESPONSIBLEER OR CFOR THE PROPER WHICH WILL 0.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.G.TAPCONS 6 1 3/4';FOR ELCO ) PANWm,E AND ELCO WAS IS 2'. USE OF THE P.E.D. ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER,SHALL SUBMIT TO THIS LATTER A.2)3/4.0 SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR REVIEW. . STUCCO SHALL BE PERMITTED. a THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD -1/4"0 -20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST. AND 1'MINIMUM FOR ()THAT PREPARED R. WALLS WITH NO STUCCO. A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING WALL OR 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISBLOCATION AT PLACE PANEL E FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE(ABEL SHALL BE PLACED FOR EVERY SHALL BE AS INDICATED ON NOTES A1)&A2)ABOVE OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE (B) TO EXISTING CONCRETE BLOCK WALL: -1/4.0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. -1/4'0 S.G.TAPCONS'AS MANUFACTURED BY TW/BUILDER. -1/4-0 PANEL MATES ANCHORS MALE OR TVAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. THIS DRAWING SHALL ONLY BE USED TO -1/4'0 X 3/4'SOLID SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. OBTAIN PERMITS IN THE STATE OF FLORIDA FLORIDA BUILDING CODE (Non High Velocity Hurricane Zane) 020T5 amm Me- 0.050" BERTHA ALUMINUM STORM PANEL ML No,44167 (2.00" DEEP) OFAMor. L - EASTERN METAL SUPPLY, INC a15 IL ECO i c. ,zca*w Aa as mane k TINT TESTA&ENGMEERINO COMPANr *WT PALM BEM9 TL a3407 T 5-045 exs.axe s bti xs.cra oua,ls n a,se PNME (591)209-820,qac(50I)e rr-rne WX719 WALTER A. Jr.,P.E O 51EET 1 CF 17 FLDIM RLk.44187 e • - ' t� 14.701'(TOTAL WIDTH) 9.151'(PIVUL WIDTH) fZ000, WIDTH) 6.000-(EFFECTIIS WIDTH) ,un"E Wu" ,Z"oo- E7 W70- .170' 1.070 4.WD, 7 170' JEAZOM A&VI MGM B9899W BAEW- (b,") a8m,My) I 0@AS ANA) PAM ig 0. JMTAIM AT zvTv PAN=XBIA�V»AT AMWi7m nucxs zv aw OF mm Am �� , --I-lEiVjWED--E*bGES--=::=::::..�gD(Mj)60a@(D----- FULL PANEL HCU��ED EDGES � OR DD=T MOUbTAW yk 006)OR QD Aso.0111" p 11 ==��___ a425'- FAE WD Afr"MUM PANEL UMW kIZ,0100-(&-FE0MV WlD7vm4)7 K16.000-(,EFFFCnw IWMH) DM 1.070' 170 1.070'- Awo, .170* +Jaol _70.0 +J0.0, -M.0 W-0, QL(joAS Q@AVApp -35.0 +40.a -40.0 W-J, 2.020*1= 12.020• 2.020' +410, -45.0 4i r Ir-45.0 7o-d OPTIONAL 4 5 0OPTIONAL FULL PANEL W-0 HEMMED EDGES OPTIONAL HALF PANEL W /0 NEMM£fl EDGES +sao, -50.0 45aG, -50.0 Q) STORY PA 4,Wa-W.; St--2' +60.0, -60.0 _+6010, -40.0 7-6" +7aO, -7p.0 +70.0, -70.0 6-5' CONCRVE ANCHORS(SEE SCHEDULO +8a0, -80.0 +80.0, -80.0 5'-S' I V. 1M,f. +90.0, -90.0 61-31 +go.a -go.o 0 0o F 7177 n T-1 7 T-1 T-1 I Fj +90.0, -100.0 5'-7* +90.01 -100.0 flf I HEIM *90.0.-170.0, 5'-I* +90.0, -110.0 51-0, +90.0,-120.0 11_1• +90.0. -120.0 41-91 +90.0. _00.0 +90.01 _fJo.0 4'-* 112' *.NQIP MU A.S.D.&WaV PRMUW W"M&MWMUM AAMM UNM fVR INTERNALLY REMOVABLE PANELS AS PER MOUNWO ASTAUA77ONS ON 519U 7 OF 17 S +50.0, -50.0 p..f. W1 66"UW.NAM LENc7m 'k,%rDHMPRESSURE &mwltfum CN 110R 0OUAWNGAIS P11.11'0A, av ShEu 1-m V,,P15 ER 0;ffb�L-,- mo p UP A% CONC&IM AVCHORT fSa SVWEDZlU) LENG111. M-. STORM W, _f PA I W., ....... TYPICAL ENATIONFLORIDA BUILDING CODE (Mon High Voloefty k4urdcons Zone) jz� .., e .-- -I& - N.r.a 02013 MT=,mc 0.050" BERTHA ALUMINUM STORM PANEL KPL/ftc NO.44167 (2.00- DEEP) 114'Hox G4P 114'Max. G4 ........ EASTERN 241ts o METAL SUPPLY, INC atm 11LIECO.... 03142M WST RMW WM TIUM TtSrNg&OMMEMIM0 1:0UPANY ........ m V$& 15-045 SECTION A-A P;kp P. L ceim Ara_ mjJj%k wAllm k Titur 1w. E if if nDRM tk.441117p. MW 2 OF 17