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HomeMy WebLinkAboutProduct Approval Shutters1501 MRH EXP "D" 1 - OPENING ACCORDION File Cora BY: JOHN D. _ r m N BOROWSKI, TIMOTHY , � . M'castle * W.O.# 09082021001 .� ; „. , f N 3100 N HIGHWAY A1A UNIT#PHB-05 impact Windows �s C FORT PI PIERCE, FL 34949 FACTORY DIRECT SINCE 1999 _-'f ENGONEERNG EXPRESS& CORPORATE OFFICE: 401 West Atlantic Ave., R10 #219 Delray Beach, FL 33444 (954) 354-0660 1 (866) 396-9999 TEAM @ENGIN EERINGEXPRESS'.COM ENGINEERINGEXPRESS.COM Wind Load Calculation ASCE 7-16 Ch 30 Wind Loads - Components & Cladding 7th Edition (2020) Florida Building Code Site Information owner: BOROWSKI, TIMOTHY Wind Speed (VuLT): 165 MPH Exposure Category: D Velocity Pressure Coef. (Kh): 1.54 Directionality Factor (Kd): 0.85 Topographical Factor (Kzr): 1.0 Structure Information Risk Category: lI Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 Mean Roof Height (h): 150 ft. Roof Slope (9): Flat Roof Slope Coefficient (9c): 0.9 Min. Building Dim. (L): 90 ft. End Zone Distance (a): 9 ft. Prepared in accordance with: ASCE7-16. Ch 30. Wind Loads - Components & Cladding 7th Edition (2020) Florida Building Code Design Pressure ASD (allowable stress design) Wind Velocity is VOLT (ultimate) VASD=Sgrt(O.6 * V-T) O 2022 E-Tempest.corn ID: foldingshutter-P09082021001N0301 01 /27/2022 Page 1 of 1 llrsiun Wind Prt-ccnrP (Pm,&y- - Pmay-1! h_<60 ft: h>60ft. Max Positive Pressure (PmAx+) PmAx+ = gh(90 GCppos + GCpi) PmAx+ = gh(6c GCppos + GCpi) Max Negative Pressure (PMAx-) PMAx- = gh(AD GCwvg - GCpi) PMAx- = gh(6o GCpneg - GCpi) Device Calculations: ASCE 7-16. Chanter 30. All Subsections # Size Zone Elevation Area Areal �Kz GCp+ GCp ;Pmax+ P" - - (W x H) (ft) (ft2) (ft2) q z (Ib/. ?) � (Ib/ft2) 1 576.5 x 96.5 End 7 386.34 769.33 1.03 61.03 0.6 -1.0 31.8 -64.5 1. THISNFORMATION 6NTENDED TO PROVDEDESDN PRESSURESFOR THEPURPOSEOFTHENSTALLATION OFGLAZED UNITS&OFENNG PROTECTIDN ASPROPOSED AND PROVIDED BY OTHERSNOCERTFICATDN,ERHER STRESSED OR MKID,60FFEREDASTOTHEVALDRYORA DAB OFM1YMOfOS®SYSf ORCOMPONENTUSEDALONGWITHTHESE PRESSURESALLPRODUCTSSHALL BENSTALLED N STRDTACCORDANCE W RH VALD FLORDAPRODUCTAPPROVALSAND MUSTMEErTHESEPRESSURESFOR THEGIVEJ S� LIM IONS 2. NOCERTFDATDNOR REVIEW60FFEREDTHATTHEPROPOSEDUNRSMEETANYEGRESSREOUReANTSALLEGRE5S65UESARETOSEADDRESSEDBYTHEPEAMnTNGCONTRAATOR AND THELOCAL BUILDING OFFICIAL 3. THEHOSTS UCTURESl MEDTOBEAOEOUATETOWR WMDTHELOADSMPOSEDBYTH6DESDNASWORKREPLACESE%6fNGFRAMNG,OROPENNGSDESDNEDANDCERTFID BYAN ENGINEER OF RECORD(EOR).THECONTRACTORRULDNG OFFICIAL SHALL VERFYTHATTHESUBSTRATEEf SFD DURING WORK 6SOUND FOR INSTALLATION OFTH6SYSrEMF DEFDIENCESAREFOUND N THEEMMG HOSTSrRUCTURETHMENGNEER OR THEEOR SHALL BENOTFEU BEFORECONTNUNG CONSTRUCTDN AND RESERVESTHERDHTTO RE NSPECTAND RE' EVALUATEDESIGN.NO WARRANTY,ETHER STRESSED OR NFLIED,6CONTANED HEREIN. 4. DMENSONSARESHOWN TO LLUSTRATEDESDN FORCESAND OTHER DESIGN CRRERWTHEYMAYVARYSLDHTLY,TO THE EMENTTHATTHECPENNO ARMISNOT SMALLER THAN S%OF THEENGNEERED DESION.CONTRACTOR 6TO VERFYALL FAD DMENSIONSPRIOR TO INSTALLATION. 5. ENGNEEI SFALAFFU® HERETOVALDFS ATSTRUCTURAL DESIGN ASSHOWN ONLYUSEOFTHISSPECFDATDN WCONTRACTOR.eIaLNDEANFES&SAVESHARMLESSTHSMGNEEA FOR ALL COST& DAMAGES NCLUD NG LEGAL FEES&APPS."TE FEES R ESULTNG FROM MATERIAL FAST IOATDN,SYSTE& ERECTION,&CONSIn LOTION PRACTICES BEYOND THAT WHICH 6 CALLED FOR SYLOCAL.STATE&FED ERAL CODES&FROM DEVIATIONS OF THIS PLAN. 6. ENG14EERNOWRMHASNOTV6RIDTHISJOBSRE INFORMATION CONTAINED HEASI 6EASEDON CONTRACTOR SUPPLED DATAAND MESUREMENTSENGNEFANGE)PRESSSHALL NOTBEHELD RESPONSMEOR LIULE N ANY WAYFOR EARONMUSOR NACCURATEDATAOR MEASIRBAENTS WORKSHALLBEFTELD VERFID PRIOR TO CONSTRUCTION.ENGNEERNG DD'RESSSHALLBE NOTIFIED AND GMEN AN OPPORTUNRYTORE-EVALUATEOUR WORKUPON DSCOVFAYOFANYNACCURATENFORMATDN PRIOR TO MODIFICATION OFDETNG FBA CONDrnONSANDFA EATDNMIDNSTMLATDNOF N4YTFA MS. 7. EXCEPTASDFRESSLYPROVDEDHEREN,NOAD DMONALCERTFDATDNSORAFMMATIONSARENTDJDED. fiirhard Neet, P.E [FL:'NAg 13 2*20Z"i ' rAr¢ �� Customer: BOROWSKI #PHB-05 WorkOrder Number: 09082021001 N0301 Unit No. Wall Pressure Opening Width Opening Height Shutter Width Shutter Height Slat Length Anchor Spacing 1 -64.5 542.25 96.5 540.25 96.5 93.25 9" o.c. 9"o.c. Fiheo �� �r m Ili prof6Wondl Regulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map, I Links I Search I Florida File COPv -; �� 'Product Approval ,' •} g, - _USER: Public User E0.�e�uerim Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL17080-R3 Revision 2020 Approved 0 " -OX SEVIE AED P0911 BODE COMPLIANCE Si. LCOE COUNTY 49C)CC947AZ Folding Shutter Corporation 7089 Hemstreet Place West Palm Beach, FL 33413 (561)683-4811 Ext7675 edh@foldingshutters.com Ed Heritage edh@foldingshutters.com Ed Heritage 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 683-4811 Ext7675 edh@foldingshutters.com Ed Heritage 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 209-7675 edh@foldingshutter-s.com Impact Protective Systems Operable Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A. Tillit Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2028 Validated By John W. Knezevich, PE M Validation Checklist - Hardcopy Received Certificate of Independence FL17080 R3 COI COI Folding Shutter Corp Titan II Drwg 20-190.pdf Referenced Standard and Year (of Standard) standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Year 1994 1994 1994 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/10/2020 Date Validated 08/11/2020 Date Pending FBC Approval 08/17/2020 Date Approved 10/13/2020 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 & Non-HVHZ and retained by tracks to provide Hurricane Protection Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17080 R3 II PED Folding Shutter Corp Titan II Drwg 20- 190 pdf Approved for use outside HVHZ: Yes 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 R3 AE PER Folding Shutter Corp Titan Il Drwg 20 sheet 13 for additional spans and loads. 190.pf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accesslbllity Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalis 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: M_= ®E M [, �Cr?edit�Card� 4 .$j fe'� 1. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE2020 (71h ED1111" OF THE FLORIDA BUILDING CODE. THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (NVHZ) AND OUT OF THEM (NHVHZ). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 100 (HVHZ) Q 1009 (NHVKZ) OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM A.S.D. DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESING WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. IN ORDER TO VERIFY THAT COMPONENTS& ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED, A 33 % INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS= USED IN THEIR ANALYSIS. A DURATION FACTOR CD - 1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTIONS 1626 k 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING. INC. (H.E.T.I.), HURRICANE TESTING LABORATORY (H.T.L) by AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, TAS-202 AND TAS-203, AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616 k 1604 OF THE FLORIDA BUILDING CODE. 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS O & O SHALL BE III 10 a 3', 410-HT MINIMUM SERIES W/ 173.6 kal YIELD STRENGTH k 197.4 kal TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN SGOO SERIES FLUOROPOLYMER COATING, AS MANUFACTURED BY WHITFORD Co, BOX 307. WEST CHESTER PA. 19381. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY AT SLATS SHALL BE Fy=25.9 ksl. ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION HI-6 OF THE 2015 ALUMINUM DESIGN MANUAL 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/ SO kal YIELD STRENGTH AND 90 kal TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL ITW/BUILDER TEK SCREWS AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kal MINIMUM YIELD STRENGTH. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE- - 1/4' a TAPCON W/ ADVANCED THREADFORM TECHNOLOGY, AS MANUFACTURED BY I.T.W. BUILDFX, INC. TO MIN. 1'a=3192 Pot. - 1/4' 0 K 3/4' SOLD SET. AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN. 1o■3000 psl. - 1/4' D CRETE-FIEL AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN. F'e=3350 pal. NOTES; A.1) MINIMUM EMBEDMENT OF 1/4' 0 TAPCON ANCHORS OR 1/4' M CRETE-FLEX INTO CONCRETE IS 1 3/4'. MINIMUM EDGE DISTANCE (ED.) SHALL BE AS PER SHEET 13. A2) 3/4' SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/8') IWO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 SS SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NDTES A.1 k A.2 ABOVE (9) TO EXISTING CONCRETE BLOCK WALL- ASW C-90. 1/4' a TAPOON W/ ADVANCED THREADFORM TECHNOLOGY AS MANUFACTURED BY I.T.W. BUILDEX, INC. 1/4' e x 3/4' SOLID SET, AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. 1/4' a CRETE-FUEL, AS MANUFACTURED BY MOD CONSTRUCTION PRODUCTS. NOTES: 9.1) MINIMUM EMBEDMENT OF 1/4-0 TAPCON ANCHORS OR 1/4' 0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1.1/4' MINIMUM EDGE DISTANCE (E.D.) SHALL BE AS PER SHEET 13. B.2) 3/4' SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/8') INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 SS SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST AND 1' MINIMUM FOR WALLS WITH NO STUCCO, 8.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES ELI R 8.2 ABOVE (C) TO EXISTING WOOD FRAME BUILDING: G=0.46 MIN. - 1/4' a TAPCON W/ ADVANCED THREADFORM TECHNOLOGY, OR 1/4' 0 CRETE-FLEX, AS MANUFACTURED BY ITW/BUILDEX. INC d ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY, OR 1 14 NOS WOOD SCREWS OR 1/4' 0 NOS LAG SCREWS. NOTES- C.1) MINIMUM THREADED PENETRATION OF 1/4' 0 TAPCON OR 1/4' 0 CRETE-FLEX OR #14 NDS WOOD SCREWS OR 1/4' 0 NDS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/Y FOR Cl THRU C4 AND CIS THRU CO CONNECTION TYPE, AND 2' FOR C5, OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12. NO THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. C.2) MINIMUM EDGE DISTANCE OF 1/4' 0 TAPCON OR 1/4' 0 CRETE-FLEX OR #14 NDS WOOD SCREWS OR 1/rO NDS LAG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. C.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON THE COSTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NDTE CA ABOVE (D) TO EXISTING STEEL STRUCTURE: MIN. 12 GAGE, FY=33 KSI (MIN.) MATERIAL -1/4' 0 ITN BURDEX TEK SCREWS, W/ FULL THREAD PENETRATION. NOTESL D.1) MINIMUM EDGE DISTANCE OF TTW BUILDEX TER SCREW 1% 7. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEGFICATIONS OF THE ANCHOR MANUFACTURER. L IT 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 CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 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. 10. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF THE FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 11. FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 70. 12. (A) THIS PRODUCT EVALUATION DOCUMENT (P.LD.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. Le. WHERE THE SITE CONDMONS DEVIATE FROM THE P.E.D. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSIBILITY. (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO' THIS LATTER THE SITE SPECIFIC DRAWINGS. FOR REVIEW. (E) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED IT. THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA FLORIDA BUILDING WOE (High ! Won High VelOsHy Hurrlaane Zone) (TO BE ROM MAY INCLUDE PLFFORATIONS AS PER DEWL ON SHEET 3) ® WALL HEADER 6063-75 ALLOY .>dw- uw• ® SLAT- OW -OW 6053-T6 AHOY (O BE USED ONLY FOR 1NSTALLA710NS 30 FEET OR HIGHER ABOVE GRADE MEASURED AT BOTTOM OF OPENfNG SEE COMPONENTS 20, 21 & 22 ON SHEET J) b� Q FZAT_ END 6063-75 ALLOY 245Y gg 2SU' ��BOTTOM .SILL TRACK 6063-76 ALLOY 6063-76 ALLOY 2Bu6' t2 OW �.aaa• a N � � t+ ABI g oco• wKe- ©1 ALT. -BOTTOM TRACK ADAPTER '© OTTOM°:RAW_ .GUARDXJ ®81� ALUMINUM. ANGLES 6063-T6 ALLOY 3-T6 ALLOY 6063-76 ALLOY ® 2" MAX. B.O. SU-1HEAD TRACK r.rx' J77Y 3��-16_-ACE_`TAL� "CIQNG_ TUBES WOR C S AT_ CENTER 4 6063=T6 ALL'OY zlso• ,EXTERIOR CENTERPIECE 6063-T6 ALLOY COMPONENT 1 a I If I t1 I t2 Q 2' 5' MAX. 0.125" 0.125" 2" 4" MAX. 0.25' 0.25" 1© 1' 2" MAX. 0.062• 0.062' ® RAIN HOOD 6063-75 ALLOY � -- Cd01�1�PONEN TS - - 'Stit% (�7��•;NFLORIDA BUILDING CODE (High !Non Xiph Vobft Xunlaue. Zone) 02020 1"h°° tta F TITAN II FOLDING IMPACT PROTECTIVE SYSTEM No. 44167 Y.P __ I L E C O FOLDING SHUTTER CORP. '"ate° �N�. IER POST 9 FILLI7'"'TEMNa d< "aim EINNa COMPANY !7' STATE OF �",.+.n.`�`r� -=I ni,� •• IOU MUM WMEA =0 JL BLVD �m PAW MACH. I 20-190 ALLOY �,o'•.'`CORIOP •-a,.cn-0ooe'�1eaOe"� ...eaeup.nax MWINQ N. WAL1fR A TillJf Jr. P.6 P.E SFAL%ir' "�\�C'f d� FLf lJe. 14187 -n an /, a - - SHMT 2 OF 13 mauti•EOP i (3J ROWS OF ' 1/4 eCaa I ' I mars SLATS I - (Typ) 1.000' MAX 1 SLAT WINDOW U7 1 1 4l i 2W 1 1 I I KNUCKLE — (rep) i 00g0 O O i (J) ROWS OF ORO o i 1rew4. i 114' o HOLES EA SPACED 3/B• APART Tor TIT nou TN 80rH i Mo•. i . DIRECTIONS. :LIP EACH SIDE WINDOW (SEE TABLE 1) WEWINO WINDOW 1 p1.i5 w SNAP -IN END IXIP BOTTOM c� OF WWTOP/LX)W (SEE TABLE 2) VDOW O.DBO' THICK POLYCARBONA)E VIEWING WINDOW (SEE TABLE 1) AQZM- - MAX. (2) WINDOWS MAY BE IN LINE SLAT SPACED A NBIIAM OF 24- APART, WON 12- AWN. FROM ENDS aF SLAT TOP & BOTTOM. TO SUT NEB 4 ORwVOT ��A� PRODUCT. ® _aAT WINDOiP DETAIL (E1EAnaNj - 21 , Z_ _CLIP ® ,SNAP -IN END CLIP - TO USED AS AN OPnON FOR ALL UWALIAAONS ® SEAT XND0W ELEVATION UNDER LARGE MISSRE MAY INCLUDE PERF°RATLONS AS P 2) WINDOWS TYPICAL n SLAT WINDOW DETAILS_ DETAL - A(4)C (2) WINDOWS MAY BE fN ONE SCAT SPA(�D MM. 24-APART (NAx EERY'° SlA75z WZ �. VIEWING WINDOW & -2- CLIP_ _S TYPICAL ALTERNATE PERFORATED (SMALL MISSILE IMPACT) (I)SLAT WINDOW ELEVATION UIIIIIILpII TABLE 1: SOURCES FOR 41C iTPRdG PROPERTIES A � opnow - � SAM? / SCm10E SAW ##Imnw mm - 11GWKROLON dr LE M 1LU REM elDtsseu SPECFIC GRAVITY M ASD792 0.043 Ib/,n 0.043 IbAn' TENSILE YIELD STRENGTH ASTM D638 9.400 p..L a= p..L FLDRTW. STRENGTH AT YIELD ASM D790 125W p.&L 13.400 p..J. FIDtDRIL MODULUS JldP6CL• ASTM IY790 340.000 p..J. 345.000 p..L NOTCHED IZOD ASM D256 18 FT-@%m 17 FT-4bA. SLWI� DF7JSTY ASTLI D2843 47.2 X 64.5 S MAX RATE OF TURNING ASM D635 C-1 CIASS C-I CLASS ,SELF IGNITION ASTM D1929 1D40 •F 080'F �..-`- ASTM C155 TENSILE STRENGTH AFTER WEATHERING ASTM D638 93D2 p...i. 8840 p..L TENSILE STRESS BEFORE WFATHERING, ASTM D638 B461 P-L 8880 piJ. TABLE 2: SOURCES FOR STEAM WD MASIER IDOL COWPAAY T1P= PROPERTIES Rummomer &AOK NTLON PART � zD5T81/B - - PHYSICAL-- SPECDIC GRAVITY MECHANICAL, --- ASM D792 0.042 Ib/in' TENSILE YIELD STRENGTH ASTM D638 11,500 p.a1. FLE%URAL STRENGTH AT YIELD ASM D790 15.000 p.a.L FLIDURAL MOOULLIS IIMACD ASTU D790 450.000 p..J. NOTCHED ROD � ASM D256 0.6 FT-ID/In PROPE71DE5• COEFFICIENT OF THERMIC EXPANSION AS U D696 5.5 . 10 in/in-F FUWMABILIIY UL 94 V-2 MELTING TEMPERATURE ASTM D3418 500 'F (LARGE MISSILE_ IMPACT o!" Fr111fi _ RDRIDA BUILDING CODE (High R Non fth Voloo y Hurrka,. Zone) ' 02020 mTc° nNa TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °pAw rn �P F • o. 44167 FOLDING SNUiTER CORP. '/'°/°'° A� lI. E�C CO,me. DATE DEUK % -7 'jY * JESTING t ENGINEERING COMPANY 18r2 ULM WNM Wo JR. ELVD z -', STATE OF ' �' go-°dl..II: u'D'P."F'a":`tW ,R WIN Pw eoo-w-mi�01 20-190 mCT: MtecoOaoI, O'C' Ln ••' MfALTER h0°T90071Jr. P.E .n10-.pp�v_- F RS ORANDID No -m[ .m-.. ®ov a.. P.E sFAif,' , TeA1e • •' \C�� ; ` iI.MM TLC. 0 44167 - as uyo n . _ - sNEET J OF 13 USE (2),LS O.C. FOR UP TO 99, 4 of 30. . 5 o _ � � IL I LILL, 1 OR 1 t ' CAL ELEVATION .* N. T. S. NOTE: SEE SECT ON 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7. 7A & 70 ON SHEET 7. SEE SECTIONS iW & 2W ON SHEET 10. SEE SECTIONS 4W. 4AW & 7W ON SHEET 11. SEE SECTIONS 7AW, 7BW. BW-& 14W ON SHEET 12. T. ®. ®+ o or (3) W/@3 ,16 ,1©OR 19 USE (3) AT 30" O.C. FOR SPAN LARGER THAN 99" UP TO 144' ®+ 13 , 9O+ 11 • NOTES ON ® & LOCKING TUBES ® AT@& ®• I. TWO (2) ® SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED AT 30" O.C. FOR SPANS UP TO 99". USE THREE (3) FOR LARGER SPANS SPACED AT 30" O.C. AT MIDSPAN. COMPONENT MAY BE INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED T NTERPIECES 4 OR 50. LOCATION OF ® SHALL BE AS SHOWN ON TYPICAL ELEVATION. 2. (2) LOCKING TUBES SHA ALWAYS BE USED TOP & BOTTOM AT PRODUCTS CENTERPIECES 4 ORL(S5) AT ALL INSTALLATIONS. LOCKING TUBES ® SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. t SEE LIMITATIONS FOR © ON SNEEf 2 T '%,- FLORIDA BIBLDIM CODE (Wgh t Non llph Hurrloans POURED CONCRETE OR CONCRETE BLOCK WALL REORNRm. (�� 3) / ROLLER HOUSING IONAL RAIN (NON-STRUCTURAL) 6 P (TYP.) •g g w 2 (SEE SHEET ' ■ O.M-O 13) ,10 : 3" S.S. rm& W/ LONG NYLON I - - -3/16' ALUM' • i BI151@13' C W/ A 50• LONG TOP SECTION 0.50D• 0 R OC• O.D. AND 0.245' ice. AND 3'AO.270' aO.Ow O 7BPOP D123' LONG BDTTON SECTION 0.520. O,D. AND ULnWAE WEATHER 0.245• Ld. STRIPPING EA _ POURED CONCRETE OR CONCRETE 'cryp•) SIDE (') / Or WALL REDUIRED6LOUK ON SHF>:T 13) - ' V POURED CONCRETE _ OR CONCRETE BLOCK MIN, SEPARA710N WALL RETIUIRED. To GLASS ! 'Or (SEE ®t ON SHF>;T 13) SHEET) W POURED CONCRETE z _ OR CONCRETE BLOCK W/LLL REDUIRED. 0 ��� - (SEE OONNESTION SHEET 13) _ MOT, SEPARATION TO LASS -(SEE SCHEDULE X OPTIONAL RAIN HOOD (NON-STRUCTURAL) t h 110r3- SS. S.MS, W/ 1/2.0 1' LONG NYLON BUSHINGS pD100i110F1 Dr t`N TYP. TOP). EXCEPT (SF): SHEET 13) � LDNG(Typ. TOP). fIXCEPT AT WALL FACE MOUNTING INSTALLATION ROLLER HOUSING (TIP.) SECTION 2 WALL FACE MOUNTING INSTALLATION OF5mocHoR SECTION- 1 — +/2 SPACING- ANO10R SPACING O O• O B _ p ANaoR SPACNG' STAGGERED C SPACING. DETAIL -F0 6 INSTALLATIONS DETAILS INTO CONCRETE EKISTING NON STRUCTURAL WALL TRIM (DECORATIVE HEAD) 7500, t 3/16' ALU5•- - jo ® IB' O.C. ; '1tL• MAX) 1/4- 0 TV/-4— BUIIDDT T. W/ ADVANCEDTHIMADFORU t - TECHNOLOGY OR t 1/4' 0 a 1' TER - �'- A a 1/4. 0 ELCO t oilWRF1 ` 1/18' ALUM.CONSTRUCTION ' SCREW NUT P' I WASHER O 4' O.C. O 18POP RROC. t Or 19 W/ 1 3/4• MIH. crosmwicr O 6' O.r I ® t MN. SEPARATION M� 1v TO GLASS (SEE SCHEOUIE ON SHEET 13) i 1 'or t v 1/4' 0 x 1' TEK 1/4' 0 IIW ® SCREW OR 1/40-20•a1• BUHJ37L TAPCON t S,S, MS TYllli NUT k W/ • ED I WASHER O 4' O.C. THREADFORM TECHNOLOGY OR 1/4' 0 ELCO I S CONSTRUCTIONPRODUCTS 7 CAETE I 131 W/ 1 3/4- MN. t DammIINT O 6' O.C.1 (2•x4' GROUTED BLOCK REQUIREDJ • ,.Do (MIN. Po- 2 I®i GROUT) OR MIN. POURED CONCRETE & CONCRETE BLOCK �.. SCALE: N.T.S. �C �NOTE FOR COMBINATION OF SECTIONS, * ED. = EDGE DISTANCE NO. 44167 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) ,IN ANY WAY TO SUIT ANY INSTALLATION. STATE OF •.FLORID t SEE LIMITATIONS FOR ® ON SHEETF(S/ '•� L P.E. SFAL/bl .-_•'ITiI I1 woo EXISTING NON SIRUCTUM WALL TRIM (DECORATIVE SILL) DECORATIVE WALL TRIM TRAPPED MOUNTING INSTALLATION SECTION 3 W. A.S.D. DESIGN PRESSURE RATING +65.0• -90.0 PSF _ FLORIDA BUILDING CODE (High 3 Hon High VdocHy Hurrfoane Urn) 02020 T6.7EC0 W. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN By - My FOLDING SHUTTER CORP. '/'G/I° IL ECO�PIC. 1662 MAON UITDR KING JR, BLVD IA,E STING h ENGINEERING COMPANY Nl. W- sta gym• v�alA vEOOp, a 311a (.ns)QE1-1G10 . rm t (�7m1-191 WEST PALM BC.ALIT, EL 33104 PM 1600-6aF-4.T71 20-190 e-m 3 GIt4w6a0t,com CA-0000710 -fdIdIrvw 1bm DRAWNO Na -- - WALTTR A 7LLIT Jr. P.E. FLORIDA UT t 44167 ■rt ■ 1a®m1 SHEET 5 OF 13 au n-e /1 - - 1/40 x 3/4' TEKS SCREW OR 1/4' x 3/4' BOLTS W/ NUTS & WASHER O 6' O.C. 0.060' THICK S.S.POURED 1` CONCRETE OR CONCRETE BLOCK WALL ROLLER HOUSING I YIN. SEPARATION TO GLASS ull. SFPAWfTN1N RED _ -OPIIOtUL RARI HOOD FD. I�—(SEE SCHTOInc TO GLASS x� (SEE SCNEDU.E ON SHEET 73) 3 _ (NON-STRUCTURAL) ( SEE SHEET � I T Of � ON SHEE7 13) 1 Or �S �10x3' S.S. S,M.S. W/ 1/2'0 t n ALTERNATE 3/16' ALUM. ® t 'w ALTERNATE J/16' AWM. x3/4' LONG NYLON BUSHINGS pOp RAkTS O 5' O.C. POP RMETS O 5' O.C. "$. - BOTTTOM), EXCEPT AT�RROLLER AT REAR.I AT REAR. �. HOUSING (TYP.) I - • 1—�wwwww.r/ (22) ON -. =i I ri i� •,n :nn 3 W % DSSS•0 (H1'P:) Y I 9 • z1 mI n� - Li 3/16' �TERNATE ALiJN. POP RIVETS I S _ 3/18' ALUM. POP EIS j _ OIFI O.C. BSIDES O 10' O.C. am SIDES - LEG &.ANC _ 3/16- ALUM. POP ORIEMATION 8 -EO• -. 0. . RIVETS O 18' O.C. 010 x 3' S.S. S.M.S.W/ ' I 0.373' LONG NYLON - OM. 0.183'i W/ A I 0.270-x0.03D' .. YIN. 3/4- LONG o-, MIN. SEPARATION LONG TQP SFlT10N OSDO'I 70 CLASS ULTRAFAB •Q LeN. 3/4' PLYWOOD g pLyN•00D O.D. ANO 0.245' Le. AND g REQUIRED 1/2' MIN. REQUIRED 0--M- LONG BOTTOM (� SCHEDULE - STRING M J Or 1/4- 0 TAPCONS OR 14 ON SECTION 0J20' O.D. AND SHEEP /3) SIDE (IYP_) ®1 Q 0.445' Ld. ANCHORS 'g 1/4- THRU BOLT W/ rn s (rnJ WASHER & NUT O 10' O.C. � 1/4' iHRU BOLT W/ $ EACH SIDE. POURED CONCRETE OR WASHER & NUT O 5' O.C. 1/4' 0 TAPCONS OR - CONCRETE BLOCK WALL CRETE-FLEX ANCHORS 6' O.C. E 1 Or ALTERNATE 3/1V ALUM. REQUIRED 2'x4' OR 2'x5 xl/8' POURED CONCRETE OR 5'x3'x1/8' 6063-76 CONT. -TB CART. ALUM. POP RIVETS O 5' O.C. _ ' ®r CONCRETE BLOCK WALL ALUM. ANGLE OR BEM PLATE. At REQUIRED AT R j STANDARD COUNTER —TOP MOUNTING INSTALLATION ALTERNATE COUNTER —TOP MOUNTING SECTION 5. INSTALLATION SECTION 6 MA%. D. DESIGN PRESSURE RATING= +66.0, -66.0 PSF MAX. A.S.D. DESIGN PRESSURE RATING= +66.0, -66.0 PSF 9 3/l6' ALUM. POP RN^TS O • = j ^, '; 10' O.C. BOTH SIDES I IN. SEPARATION: TO GLASS —(SEE SCHEDULE - g I ON SHEET 13) a e ' I ALTERNATE LEG f I Or EQ. OOIDIECIION ORIENTATION ®t L3 ALTERNATE (SEE SHEET 13) & ANCHOR ORIENTATION 1/4'A x 3/4' 7E]C; SCREW W/ POURED CONCRETE OR - 5/B' WASHER OR 1/4• x CONCRETE BLOCK RED BOLTS W/ NUTS & 5/8' WASHER O c 4' O.C. •' I� BUILD —OUT FACE MOUNTING INSTALLATION s SECTION 4 ( b o 1/4'0 x3/4' TEXS SCREW POURED CONCRETE OR OR 1/4_x 3/4' BOLTS W/ NUTS - & 5/8' WASHER O 6' O.C. INSTALLATIONS DETAILS INTO CON__CRETE CONCRETE BLOCK WALL REQUIRED & CONCRETE BLOCK BUILD —OUT MOUNTING INSTALLATION SCALE N.T.S. �1 BO O ` , FLORIDA BIALDINO CODE (Nigh 3 Non Mgh V4IIOGIIy Hurtteme Zam) NOTE FOR -COMBINATION OF SECTIONS: 1N. - E.D. = EDGE DISTANCE �\ - SF ®2Mo mTEeG INC. In TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAWN . •' u.v t— MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) IN ANY WAY TO SUIT ANY INSTALLATION. - _ '• No. 44167 7/tG/2a2a * 1 L .E C O NBO. FOLDING SHUTTER CORP. DATE _ STATE OF TESTING R ENGINEERING COMPANY IOA2 MARTIN LUfHER K%Q JR RLVD t SEE IJMRATIONS FOR ON SHEET 2 ® 1X✓d'At 4'ARx.�i FL 3]1rA WEST PALL REACH. EL 33404 F ,*_• PaOe11-19D. rm TmOAn-1v1 PN 1600-943-Ml 20-190 % O,c' 10RIDP E. 4'be.O..l.mm . m. ....EamnRawl..aen DRAWING N. ii F '•.... •' �G� CA Is WALTER A TRLIT FLORIDAOOA Ue/ 418]P.E rv1. r r®n-�mn 11 •LP.E. - - MEET 6 OE 13 R1 1 MIN. POURED CONCRETE `tCONNi2ibNTCB' REQUIRED '''(SEE, SMEEI)(13) -. 0.D60' THICK S.S. ROLLER HOUSING - - �. OPRONAL RAN HOOD j(NON-STRUCTURAL) (2) NYLON - 10K3' S5. S.M.S W/ 1/2-0- ROLLERS O.Swo (IYP.) r3/4' LONG NYLON BUSHINGS (Typ. TOP) AND 1' LONG (Typ. - Bd11LQ. AT ROLLER KEPT HOUSING e10 x E S.S. S.MS. W/ 0.373LONG NYLON" I - 3/18' ALUM. W/ A 0.150' POP RIVET', LONG TOP SECTION 0. { 1B' D.C. IBUSHING D.C. AND D.245' Ld. AND 0223' LONG SOTTOM ; . _O _ DONT. 0.163'a0270'.0.030' _ SECTION 0.320' O.D. AND a ULYWA13 WEATHER _ SIPoPPNG EA SIDE (iM.)NA _ Ds�.) d I ! or ®t 8 MN. SEPARATION TO GLASS (SEE SCHEDULE �ON MIN. Is ON SHEET 113 N TO GLASS W, (SEE SCHEDULE ON SHEET 13) ® t I' MIN. SEPARATION 1/4' 0 ■ 1' TEK SCREW OR TO GLASS I OPTIONAL RAN GUARD, i - (NON-STRUCTURAL) t /40-20'R7' S.S. MS WITH NUT & WAS IER O 4' O.C.-' .7. (SEE SCHEDULE ON SHEEP 13) ALTERNATE 3/16' ALUM. " I POP RIVETS O S' D.C. AT RFAR _ _" OPTIONAL RAM GUARD (NON-STRUCTURAL) _ S v n 'm ya _ g ALTERNATE lEC LOCAnON 1vm1 $ ri' ALTERNATE/i6' ALUM. G POP RIVETS 0 5' O. L0- G g 3/11f' ALUM. POP RIVETS ANCHOR - .. AT REAR 3 O 10' O.C. BOTH SIDES Q1 Q (SEE SHI C7 .. w. _� . 9 / •___- I - - - "tom O/1 ALUM. POP f0' D.C. BOTH SIDESS EDGE OF SIRS IF'- O1GE OF POURED CONCRETE REWIRED APPLICABLE r.._-_ — � .. ., SLAB IU� — MIN. ED. REQUIRED TRAPPED MOUNTING --INSTALLATION ALTERNATE TRAPPED. -MOUNTING SECTION 77 INSTAL'LATION AT BOTTOM SECTION 7A INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE: N.T.S. �Q INOTE FOR COMBINATION OE SECTIONS: * E.D. = EDGE DISTANCE 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEEP 13) = -N( IN ANY WAY TO SUIT ANY INSTALLATION. t SEE LIMITATIONS FOR ® ON SHEET 2 �p c LION l i I • MIN. ED. ALTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM SECTION 7B FLORIDA BURANO CODE (Mah k Hm 119h Vi1011T(y Huntme Zons)I RCX9 OF 1/00 TAFCONS X NIORS OTPJ (SEE WHOXIEI (6)1/4• a 3/4' 1E15 SOMr AT 2" o.c tnxm%lD9#W. o SPAN TUBE PER SCHOKtE — 6063-76 ALLOY 0 4*0 . 3/4' TEx STREW r Ds. T E PER SCHENRE x Mad • ANCIE tis•«S3'> � 308&-To '. LOCH4f ALIDA cm TSC6ENAE1 t - PENxc ..Q 1 EA. 4 T/l _ 01PJ I SPAN IUBE TYPICAL ELEVATION [TUBE AT TOP) SPAN TLEBE MOUNTING INSTAU ATIONK,s. SECTION X vxy x Ts + - saw Tu9E PER St31tDIxE sn6�-T6 Aucr 80w MAL A Y OA 3 mial O. CREIE (21 RO33 OF 1/4'O TAP00N3 KMU ANCHORS OYK) (SEE SMU E) SPAN TUBE MOUNTING INSTALLATION 'SgSfNQN—Y RLW Eum TTPlCAL ELEVATION CTUBE AT BOTTOM) saTl�� 4 1!Y En SPAN TUEE LEA- - -- t Z Y.21i/i•u- m LDl 6083-n (SEE —�O.vco uDn1 0 T TYPICAL ELEVATION (TUBT)E AT MIDNEIGN 'Esw , F:Ts i SEE UMRATONS FOR ® ON SHTEf 2 TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM)_ :B TUBE SIZE MAXIMUM PRODUCT SPAN ALLOWABLE TUBE SPAN REO'D ANGLE LENGTH FA END NUMBER OF ANCHORS PER END OF TUBE TOP OR BOTTOM TUBE TOP OR BOTTOM TUBE TOP OR BOTTOM TUBE 60" 106.0' 13 8 2"x4'x1/B" 96" 85.0' 17' 10 144' 69.0' 13 8 80" 117.0' 17 10 2"x4 z1/4' 96" 110.0' 21 12 144' 91.0" _ 21 12 _ 80' 109.0" 17 10 2'x5'x1/B' 96" 100.0' -- - �- 21 - 12 14 1 81.0" 17 10 80 124.0' 21 12 2'x6"x1/B' 96' 114.0' 21 12 144" 1 93.0" 21 12 r nu Wntr — —u llum of ItIE SHUNERS HEIGHT ABOVE & BELOW DOES NOT EXCEED THE MAX. PRODUCT SPAN SHOWN ON TABLE 1. _ TABLE_2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) TUBE SIZE MAXIMUM PSPAN ALLOWABLE TUBE SPAN REO'D ANGLE LENGTH FA END NUMBER OF ANCHORS PER END OF TUBE 60' 76.0' 13 12 2"x4"xt/8' _ 96' 60.0" 17 15 144" 48.0' 13 12 80" 87.0' 21 15 2'x4'xt/4" 96' 79.0" — - 21 18 144" 65.0" 21 18 80' 77.0" 17 15 - - 2"x5'xi/8" 96" 70.0' 21 18 144" 57.D", 17 15 - 80" 88.0' 21 18 2'x6"x1/8" 96' 81.0" 21 18 144' 66.0" 21 18 S INSTALLATIONS DETAILS Wf SPAN TUBE INTO POURED CONCRETE OR GROUTED CONCRETE BLOCK WALL SPAN TUBE FER R EOIIIP SCALE N.T.S. - -� - MAX A.S.D. DESIGN PRESSURE Ram a t720 PSF- L3'.4* a r.3' a r1 2*.1/4 - - _ (� 60�"ih . F/iNo TIORDA BUILDING CODE (High ! Non Nigh VNoGfy Nunfoono Zoeo) .......... ��.' •�,� SAC`'' CEN 0..44167 i Dr-TITAN P' 02 O=2AO 'ILEC II FOLDING IMPACT PROTECTIVE SYSTEM __ ITRAWN YYE M.P FOLDING SHUTR CORP. '/'°0% DATE STATE OF 5 ••. Fp THJR Z=HO h ENOINECRINGCOMPANY asv �u +m' "( 1mEinca • [4 RwR: ErtecoOaol.arn k, �� cA 00097t9 wALTER A nt Jr. 1 �� FtOF30A N167 Ua 67 IN2 MARBRI Wn= KW AC KVD �T T � WA.foMYpWluxw..eom 20-19� CRAWINO No �• r mry BIQE a r ®I.. SMER 1. OF 13 PE Iq:ATE.. • •'C A _— Illy...... ..•NE m IT-m ry - km ED. .m. (SEE SHEET 1 STRUC1URE Tns O te- D.C. I � r / /18" POP RNETSS OR 1/443/4' 1 ITm O'a" O.C. BUILD -OUT END CONDITION O Ir O.F 'I /3 Ex611NO� '; srR1x.•TURE 1 1 3 WALL FACE END CONDITION r POP RNE7S OR • 3/4' 7M a O.F or()t or 3/8-0 1TwFA0ED 0 CFt0EPP1ECd � v (LEVERS Da�OR —ORL EXTERIOR (SEE fE 1) (z) fte 3r O.F e IROsvAN TO 99' O.C. • 8 (� iOR 3UP HORIZONTAL SECTION 20 ,a 144• SPAN (1HDWB HORQOMAL SECMN SCREW WAY BE INSTALLED NTEIaOR OR DMNCR) * mAY vARY AT lA.r 9AT AT TRAPPm wrALlADONS ---- -- --- --- TAPCGN/CR0E-F= t 51;E L6IRATIONS FDA ©a'1 $}IFFY 2 ANCHORS O fr D.C. Tn Ex151NO STRUCTURE NOTE 1 ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR INTERIOR CENTERPIECE ® OR 5 , INSERTED INTO THE BOTrOM OF EACH ALUMINUM LOCKING TUBE a A SOLID THERMOPLASTIC TIP MU T BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, 0.357'xO.357" AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ® AND SECURED INTO IT WITH A 0.120" o.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363' DIAMETER WITH A 0.200" LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM OF THE TIP A SQUARE, 0.47574.475"x0.085" THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE ALUMINUM LOCKING TUBE A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE (1)PIECE. 1.375" LONG, WITH A 0.366'xO.366'xD.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. SOLID THERMOPLASTIC TIP INSTALLED AT ® SHALL BE ENGAGED INTO 3/8"0 HOLES DRILLED ON THE OUTER HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. END INSTALLATION DETAILS INTO CONCRETE. CONCRETE BLOCK & WOOD (AS APPLICABLE) 0 MASS arse• (m.) * r1 or @ t or 7� t ,Bo.o O.cr 2 3/16- POP RNETS OR B' f/4- a 3/4" MCS O IO.F (2) @ O 30' D.C. O UTSPM lIP 70 YB SDAN O (3) 'v O 3r YM rDR TO 144• SPAN (11IUMIIB 8 SCREW WY OR INSTAM (LEVERS IXTEIaGIt) NTFAgR OR EXTETaOR)OR) (IEVETS IORR OR E%IERERpR) 2Y211/8' COM. _ 4 OR oS 60w sAumANGLE 4 OR(5 SHOWN SHOW 1/r 14n END LOCK ANGLE iu HOR=WTAL SECTION 2' CAM. (R) O 3 Me L O.CS O WIDS(P11I TO 144• SPA SCREW WAY BE NTMOR OR L-2nn/s COM. coal-Tn Auor AN1aE , POP RIVET' 14' ■ 3/4' TExs OR • 3/Y BOLTS W/ O t2. O.F 4WD DaSRNG STRUCTI&2E-1. END LOCK ANGLE HORRONTAL SECTION 1 4' Y 3/4'N SCREWS A iD O—NEE CENTERPIECE O r O.F ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL HDRG'OMAL gGRW P f1 I6C A FLMMA 9OILDING CODE (H1ph t Non Nigh veloft Hurtkarm Zero) �Q �GEN,gF' •.: ® I= mTEa NO. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM Dx" By' No. 44167 1109 O FOLDING SHUTTER CORP. DATEm STATE OF �'. .• �i �F F(U R10p P.E Sf:,il/�AA �_��\\\ letn. WARTN 1Trtf1ER 1T1N0 JR. 1avD WEST PAW BFACN, rt 5 M n8 teOo-w-e37f _. 1�.faffinpWdlvaeom TESTIWD ati ENOIHElIi1NC eoYPANT 3mr, a, sl.. m vR3Aw aNm6a n slla - : f>mM+I-+ax . r®: amlol-,s: '- "Ou- s N C0R WALM A 7ULT Jr. P.r- FLORIDA Lk. F 44157 ---- 20-190 DRAWING R. m• ®m .,a rA. msn" o.c SXEET D OF 11 mn-ou Aro a - - Ii I (2) / 1/4" 0 . 3/4' Tm OR J/16' POP,_ RNEf" PER ANOfT 7E 718E CRETE FIDE SILAS —� 04/ FA AN(EtE TO M SUEB ISOMETRIC CW. AT TOP AND 9DTTOY SLABS) 1 1/2' a l l/2' . 1/p 0'-2" YPL AWYWUY ANOIE�S 7pP h WITOY OR TO WALL (2 REOWRED) OF CONCRDE END INSTALLATION DETAILS INTO CONCRETE, CONCRETE BLOCK & WOOD (AS APPLICABLE) A A (2) 3/16' POP RI&M ALUYOAIY A MS \ �MME LEC OF 2' a Y @1LD-Ol7f YOU'ff PER SECTION 4. SNEET 0 EXTERIOR ELEVATION — SIMILAR AT HEAD - PLAN VIEW A —A AND SILL AND BOTH SIDES OF PRODUCT OPTIONAL SIDE ANGL (FOR SECTON 4, SHEEf 8) PIECES MAY RE FLAT OR L END 3/16' POP RNM OR O ,2' D.C. 1/Y YDL PIECES MAY BE MT OR L END • i 1 J/4' )RS/CRE XES O 1V 8' O.C. 0.0 . r D05T0E0 SIRUCR.E W' �W 1111:_ UU412 L F k9i"JONIMURWLTA KAMCMI .�• ��`;::.::`L/j •,,, _ _ _ FMIXA BUILDMG CM (High ! Non High Vtl00Ry Nurrtoan8 Zme) \CEN8� N0, 44167 7 s STATE OF O' FCORI04 . 'C.0 '•. • ` 02020 m m DEC. ; * - � .:Mce>mu0 +,_EaE.NPOTNN iN0 COMPANY K�0.Ww Eoa: enE�oe�L CA-0006719 WAL7ER A. FEORIOA Oc.j 7R1 Jr. P. 44167E TITAN If FOLDING IMPACT PROTECTIVE SYSTEM DPAWW fw0 Y,P FOLDING SHUM CORP. ' KFtJ,D�w PAU II Pie 1000-643-�, ,..aaaro.w,E.E.4eDE '/'DATE 20-190 DRIMINO Nu �. mmi tm . a. ti T00011v ouc SHEE7 at OF 13 P.E SEAL/Si6Aj��8 'EA1V4t . - - FINISH OPTIONAL RAN HOOD (NON-STRUCTURAL) THICK SS. -SIOd' SS. $.MS. W/ 1/2.0 x3/4' HOUSING LONG NYLON BUS111NGS (Typ. TOP) AND 1' LONG (Typ. BOTTOM). EXCEPT AT ROLLER HOUSING (TYP.) oPRONAL RAIN 'FrHOOD (NON-STRU nw.L) O,BSS'0 (IMP.) 2'x4' CONT. WOOD HDER REW I #10 x 3' S.S. S.M.S. W/ 3/16' ALUM. POP EA _ - =3' LONG NYLON RIVETS. O 18' O.G. BUSHING W/ A 0.150'-0.183'x0.270' Chi C1 LONG TOP SECTION 0300' �. - I O.D. AND 0.245' I.d. AND ULTRAFAB / Or D223' LONG BOTTOM WEATMER - SECTION 0S20' 0.0. AND STRIPPING EL t d. - - - 0.245' •) SIDE (1wJ ® �W 3/16' ALUM. POP (TypRIVETS• O 18' O.C. W MINT05E0P TON 2. 4' COW. WOODn I !^4 TO GLASS SEPARATION _ ws (ON SHEET IULE 1Or HEADER REO'D. ( SCfREOULE - 1 or ®+ I ®T� 2'x4CONT. WOOD PLATE REO•D WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) n v —WALL nrm WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD --,.fN111llllnr.. t SEE LILUTAnONS FOR ® ON SHEET 2 NOTES. NOTEFOR r+ABINATION OF «TIDNS• 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO - - _.. BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING SECTIONS CAN BE COMBINED �IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE (High t Hon Hlgh Ydoft Hur t ms 1/4'0 • 3/4' TEKS SCREW OR 1/4' ■ 3/4' BOL15 W/ NUTS O WASHER O 6' O.C. { .B' (ASn,) EXb71NG WOOD BEAM IRA OF EXISTING WOOD BEAM 70 BCE .� WALL FINISH,. O.D6D' THICK S.S. II t SEE LIMITATIONS FOR ® ON SHEET 2 CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR ROLLER HOUSING TO PRODUCT INSTALLATION. E E 2i{' COOT. . kT.IiDM C4 - OPTIONAL RAIN HOOD PAN HOOD 'NOTE FOR GOMBINeTION OF SECTIONS ED. - Eq. HEDER _ MpN_ REQTJ. - ° = j10x3• S.S. S.M.S. W/ 1/Ys x3/4' • 9- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUrr ANY INSTALLATION. CONNECTION CB LONG NYLON BUSHINGS (Typ. TOP) AND 1' LONG (TYp. BOTTOM). EXCEPT c t ' AT ROLLER HOUSING C".) \11'V11t (2) NYLON ' NOTES: _ � � 7- FOR W000 FRAME CONSTRUCTION: WOOD PTN-Sl RAM HOOD N>INN-SI - i ROLLERS �.BSS'0 MEMBERS BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1(RUCNRAL) TO Ing -- - -- -- - "1,3 3/16•ALUM' . 1 - POP RNflS, #10 a 3' S.S. S.Y.S. W/ 0373• LONG NYLON I ALTERNATE LEG LOCATION COHIT. O 1B• 0.C. BUSHING W/ A 0.150• LONG TOP SECTION C.500. O.D. AND 0.245' Ld. AND 0.223• LONG I - 3/16• ALUM. _ - I (SEE NOTE ') 0.163'x0.270 i0.030• _. _ BOTTOM SECTION 0.320' OA. AND 0245• Ld, POP RIVETS, ULTRAFAB WEATIER G SIDE (TYP.) O 16. O.C. MIN. SEPARATION I ISTRIPPING ') I II �i or ®t TO GLASS (SEE SCHEDULE . _... N ON SHEET 13) 1 MIN. SEPARATDN _ TO GLASSNIi1+ YM. SEPARATION-. jjj```��� Tb GLASS I I - 1 or ® f I SEE SCHEDULE UL j (SEE SGHEDDLE v ON SHEET 13) m !- orON n - - - _. I I _ T:or ® t ®t B{ ALTERNATE 3/i6• ALUM POP RIVETS ALTERNATE LEG I I or ®t :� O 5' O.C. LEG AT REAR LOCATION r__�_T C__ LOCATION 1 -1 Lj T- i i"--�/ (SEE NOTE h _OPTIONALALTERNATE (NON-ST RUN GUARD :. (NON-STRUCTURAL) SEE NOTE 1 L J 11 �� .. I r--1-1 FLAT it LL��J li I AL7ERN47E 3/16' ALUM. CONT. I. F----—'1_____T_� 11 - �^ a' 1 pj I I 1 POP RIVETS aj AT REAL O S' O.C. WOOD PLATE I 1 11 _ 8 '• �•--1 O REO'D. _\3 o 3/18• ALUM. POP RIVETS - LLnn h' S --_,--! Rs u� O 10• O.C. BOTH ODES ::... .. ..: .. w - - .: �.r� W _. 3 o - 3/16• ALUM RIVETS •EO.- :'c $ 7'/l'- O ]a" O.C. BOTH SIDES mm— WOOD R 2•.4- CONT.D WOOD SCREW REo (NO FINISH ALLOWED) 1/4'0 x 3/4' TEKS SCREW W/ 5/8' WASHER R OU OR1/4• x/3/TEKS BOLTS NUTS II` DR � 1 I 1/4' . 3/4' BOLTS W/ NUTS " 1 5/8• WASHER O 4' O.C. ! 5/8• WASHER O 6' O.C. ! ' I C< CCNEL CB CONNEMIGN C3 I WALL FINISH . 2' NIA. E.D. 2• MIN. E.D. ' ` WALL FINISH BUILD —OUT FACE MOUNTING INSTALLATION BUILD -OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION AW SECTION 4AA B0001—OM) SECTION . Ii47E! :ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED ....... ' InoMDA BVAMNIG CGS (FDph t Non Klph VINIoaNy NurADam Zom) �\ F ' . 0202o Tn1ECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM oR"WN ff' DETAILS No.44167 INTO WOOD - - M." .INSTALLATIONS _ SCALE : N.T.S. 7/ iSTATE OF IL ECO �a4. FOLDING SHUCORP. "'D�° rIERATE -- -- Tt3TIN0 ! ENgNELDi1NO COMPANY 1692 MIRrIN w1RLR Klro AL RVD / gyp'•• F�OR10P,•:' ''":'iam0mala'-IbO.f�� 1 ,mlal� 'IEsrrl'HAtr DeLwDtrw64i-ert6ass�°4 20-190 �i� F •.,• .. `�i ``� ��\ 4-m° do 7ca0aW.tom 11►x itldlnpahiMrawm munme N. - _ PE. WN.TER A TK11T ,Ir. P.E aw r. _ _msoa ooc -ay. r' mover - m\ FLDRIDA Ua / M767 1 m rr..aaa- /1 s - IN N'•IU1/\\\\1`�\ - - SHEET TT OE 13 a MIN. SEPARATION TO GLASS (SEE SCHEDULE - ON SHEEP 13) 1/4' 0 x 1' TEK I SCREW oR 0'x1' US WITHHNUT D.C.& WASHER O 4' O.0 LEG 1& MT10N NOTE •)- IAPPLICABLE - 1" YIN. ED. — 1' MIN. ED. 2'x6' MIN.WOOD DECK REQUIRED (NO FINISH ALLOWED) FLOOR MOUNTING INSTALLATION SECTION 7AW (BOTTOM) 0 LAG 6' O.C. IN USSES OR 3—TS)FLAT 0 71" TEK 4' O.C. IN e10 x 3' S.S. S.M.S. W/ I , 8 0.373" LONG NYLON BUSHING W/ A 0.150' LONG TOP SECTION 0.500' 0.0. AND 0.245 Ld. AND 0.16 0.223' LONG BOTTOM _ MIN. SEPARATION ULTS SECTION 0.32W O.D. AND TO GLASS WFA7 0.245' i.d. (SEE SCHEDULE SRO (T4'P•) ON SHEET 13) SIDE C7 2'x6' DECK (NO F EDGE OF SLAB IF APPLCABLE - t SEE 4MIfATIONS FOR ® ON SHEET 2 ALT NOTE FOR COMBINATTOWOF SECTIONS: 1- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 27x4' CONT. NOTES: PLATE REO'D. 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 2- SEE SECTIONS 8W & 14W FOR MAX. A.S.D. DESIGN PRESSURE RATING & SPANS W EXIS11NG 2X WOOD _- TRUSSES OR RAFTER 2'x4' MN. WOOD — AT 24' O.C. MAX. STUDS O 16' O.C. (2) 1/4.0 TAPOON OR 1/4.0 CRETE-FLEX ANCHORS OR #14 NOS WOOD SCREWS OR 1/4-0 EDCE (IF APPLICABLE) NOS LAG SCREWS 1/2' NIA. THREADED AT NIpNDTH OF FA SPUD W/- - 2 PENETRATION INTO WOOD .1/4' YAX. PLYWOOD•F305RNG SOFFIT. SPUD .�— #10.3' SS. S.M.S. W/ 1/2-0 x3/4' LONG NYLON BUSHINGS (Typ. TOP) AND 1' LONG (Typ. BOTTOM). EICEPF AT ROLLER HOUSING � mPa INSTALLATIONS DETAILS �o o„ INTO WOOD or ® t b SCALE : N.T.S.1 _ ,,4T44HIIInOTpFiNTNA� . HEADER TO TRUSS MOUNTING INSTALLATION SECTION 8W "TOP MAX. A.S.D. DESIGN PRESSURE RATING +60.0. -60.0 PSF 2' MIN. ED. TRACK. ADAPTER "-- COMMOTION m �- J 2' NIN. ED. MOUNTING INSTALLATION SECTION 70W (BOTTQM) YIN. SEPARATION WOOD TO CLASS (SEE SCHEDULE_ - ON SHEET 13) WALL FINISH �SD63-76 CONT. j• . ALUMINUM TUBE TEK SCREW OR 1/4-20 x 3/4' S.S. BOLTS W NUTS @ 1/4' 0 : 3/4' TEK WASHER O 1 D.C. $ SCREW O 6' O.C. TO WOOD STUDS MOUNTING INSTALLATION SECTION 14W (BOTTOM) MAX. A.S.D. DESIGN PRESSURE RATING= _+60.0, -60.0_ PSF - n=0A BURRING CODE (fth & N/m Nji Ndodti HYryTCOR/ MIND PRESSURE bMIWUx SLATS SPANS A " AUjUVal RD1C" Po(F7E PRESSURE�60TfOx 30 psf 144.0". 144' 1BO.Ib/R 35 psf 60.0" 60' 88 Ib/R 100.0" ! _ 100" 146 lb/ft-:. 144' 144' _ .'210 lb/ft,- 40 psf 60.0* fill" 100 lb ft 100.0" 100" 167 lb/ft 144- 144" 240 Ib ft 46 psf 60.0" 60.0" - 115 lb/ft 80.0' 80.O" - 154 lb/ft 97.0" 97.0' 187 lb/ft 115.0" ' 115.0" 221 lb/ft 144' 144" 276 Ib ft 50 psf 60.0" 60.0" 125 lb/ft _ 89.0'. 89.0"- 187 lb/ft 100:0'- -100.0- 120.0" 120.0" �_ 250 lb/ft 1447 140' -300 lb/ft 55 psf 60.0" 60.0" 138 lb/ft 81.0" 81.0" 1 B7 lb ft 100.0' - 100.0" 229 Ib/ft 120.0' 12M 275 lb/ft 137' 134 330 lb/ft 60 psf 60.0" 60.0 ISO Ib ft 80.0"_ 80.0" 100.0" 100:0' 1 ` 250 lb/ft`- 915:0' 115.0' 288 lb/ft 131"_ -128" 346 Ib tt eo 65 -psf 59.0" 59.0" 160 Ib ft 92.0" 92.0" 100.0' 100.0 1 1127,181ii ,Ri3• 126" 123' - 70 psf 60.0' 60.0" 175 lb t 100.0" 100.0' 292 lb/ft 121" 118' 374 Ib ft 75 psf 1 -59.0' - 59.0" 187 Ib ft 100.0"- -100.0" 313 Ib ft- 117"_ 114' 387 Ib ft '80 psf 1 113" 111' 400 lb/ft 90 psf 107' 104" 424 1" IOD psf 101" 99" 447 lb/ft 110 psf 24' 90" _ 468 lb/ft 120_psf 87' 82" 484 lb ft 130 psf 80" 76" 483 lb/ft 14D psf 74" 70" 484 lb/ft 1,90 psf _ 69" - - -66" . _ -_483 lb/ft 160' psf 6F! 62" 483 16 ft eLLcas: L+: MAIOMUM ALLOWABLE PRODUCT SPAN FOR A GIVEN POSITIVE A.S.D DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE PRODUCT SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. FINAL UaMIUM ALLOWABLE PRODUCT SPAN 6 EQUAL TO THE NIN16U111 DETERMINED PRODUCT j SPAN BETWEEN "L+' AND 'L-'. CONNECTION CAPACITY SCHEDULE (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE CON. TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE " MAC :d B C A C E_ A C F Cl 9 - 388 LB/FT 157"LB/FTi 134 LB/Fi 256 LB/Fi 397 LB/FT 6 473 LB/FT - 418, LB/FT 236 LB.FT, 202_LB/FT,383 LB/FT 432 LB FT 12 387 LB FT _ __ 334-LB,FT 166 LB/FT 142 LB/FT 271"LB FT 347 LB FT C2 g 456 LB/FT - 362 LB Fi 250 LB FT 190 LB FT 318 LB'FT 380 LB FT 6 1,525 LB/FT - 419 LB/FT- 312 LB/FT 285 LB FT 353 LB FT 443 LB/FT 9 390 LB/FT _- 309 LB/FT, 157 LB/FT 134 LB/FT 257•LB/FT 329 LB/FT C3 6 496 LB/FT - 375 LB/F7 236-LB/FT 202 LB/FT 298 LB/FT 405_LB/Fi 3 813 LB/FT - 572 LB/FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LBfFi 9 466_LB/FT - 370 LB/FT _157 LB/FT 134 LB/Fi 256 LB/FT 393 LB/FT C4 6 592 LB/FT - 448 LB/FT 1236 LB/FT 202 LB/FT 1357 LB/FT 483 LB/FT __ - / -• 9T G5 2Bl-LB .- - /FT' -- 682 LB/FT 1389 LB/FT 364 LB/Fi 500 LB/FT 753 LB/Fi - 224 LB/Fi 81 LB/FT 83-LB%FT 143 LB/FT 1.03 LB/Fi = 334 LB/,FT. 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT ;t6i _ 1670 LB/FT 243 LB/FT'-250 LB/FT 432 LB/FT _311 LB/FT 9 273 LB%FSTF 325 LB/FT 215 LB/FT - - 138 LB/FT 102 LB/FT C6 FT. 487 LB/FT -323 LB/FT 207 LB/FT 153 LB/FT 3 822 LB/FT 975 LB/FT 848 LB/FT _ = 414 LB/FT 307_LB/FT 4 269 LB/FT 301 LB/FT 183 LB/FT - - 114 LB/FT 153 LB/FT C7 3 358 LB/FT 402 LB/FT , 244 LB/FT - - 152--L.B/FT 204 LB/FT 2 4 - - - - - - f305 LB/FT 12 491 LB/FT, 596 LB/FT'.`409 LB/Fr- CB 8 736 LB/FT' 894 LB/FT1 614 LB/FT - - 397 LB/FT 252 LB/Fi 6 982 LB/FT 1194 LB/FT 819 LB/FT - - - LB/FT_336 1VFT MIN, SEPARATION TO GLASS SCHEDULE SLAT HIGH VELOCITY NON HIGH VELOCITY SPAN HURRICANE ZONE HURRICANE ZONE A ZONE 1,2.3 ZONE 4 5'-10" 2 1/2' 1' ' ^ 2 5/8" AS LESS >5'-10" 2 5/8• + 1" 2 3/4'+ TO 8'-3" 0 TO ' 3 1/2' 1" 3 5/8" A AS DEFINED BY ASTM E-1996 STANDARD. + EXCEPT THAT 3 5/8" SHALL BE USED FOR MOUNTINGS AS PER SECTIONS 3, 4, 4A & 7A. CONNECTION CAPACITY SCHEDULE (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2" FOR A. 2 1/2 FOR B & 2 1/4" FOR C ANCHORS) T1JAN1 .IIN, CONNECTION TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE A B C _A C Cl -9- 417 LB/FT - _ 388 LB/FT - 134 LB/FT 6- -461 LB/FT - 418 LB/FT - 202. LB/FT 12 375 LB/FT - 334 LB/FT_ - 142 LB/FT C2 9 '417 LB/FT - 362 LB/FT - 190 LB/FT 6 502 LB/FT - 419 LB/FT'' - 285 LB/FT 9 372.LB/Fi - 309 LB/FT - 134 LB/FT C3 6 469 LB/FT - 375 LB/FT _ - 202 LB/FT 3 760 LB/FT 1 - 572 LB/FT - 304 LB/FT- 9` 445 LB/FT - 370-LB/FT 134 LB/FT C4 6 561 LB/FT - 448 LB/FT - 202 LB/FT 3 912 LB/FT - 682 LB/FT - 364 LB/FT 9 226 LB/FT - 224 LB/FT - 83,LB/FT C5 6 339 LB/FT',_, _ - 334 LB/FT - 125 LB/FT 3 681 LB/FT - '670 LB/FT - 250 LB/FT _ _9 221 LB/FT 251 LB/FT 215 LB/FT' - - C6 6 332-LB/FT 378 LB/FT 323_LB/FT - - 3 663 LB/FT 756 LB/FT. 646 LB/FT - - C7 4 232 LB/FT' 236 LB/FT 183 LB/FT - - _ 3 310 LB/FT 315 LB/FT 244 LB/FT. - - 12 1388 LB/FT 460 LB/FT 409 LB/FT - - C8 8 582 LB/FT 691-L3/FT 614 LB/FT' - 6 1777 LB/FT._921 LB/FT 1 819 LB/FT - - ANCHORS SCHEDULE 9SEE GENERAL NOTE C.2 ON SHEET 1 ANCHORS TYPE ANCHORS DESCRIPTION MIN. E.D. MIN. SPACING CONC. C.BLOCK WOOD STEEL CONC. C.8LOC8 WOOD STEEL 1/4"0 TAPCON W/ ADVANCED THREADFORM TECHNOLOGY 3.50' 2.50" 9 N/A 4.00' 4.00" N/A N/A B 1/4' 0 x 3/4" SOLID SET 3.50" 3.50" N/A N/A 3.00" 3.00' N/A N/A C 1/4' 0 CRETE-FLEX 3.00" 3.00' 9 N/A 3.00", 3.00" N/A N/A E 1/4' 0 TTW-BUILDEX TEK SCREWS N/A N/A N/A 1.00" N/A N/A N/A 2.00" _F #14 NOS WOOD SCREWS OR 1/4" NDS LAG SCREWS N/A N/A 9 N / A N /A N/A 2.00' N/A tttH�l11I1lltf� FLDRIDA BUILDDM CODE (Nlyh & Non Nlph VNoeBy HurrlooLm Zorn ����,��.• "" •• �T,j r�P.• ���ENSF o. 44167 9 r i o'•, STATE OF �y ® mhCO °7C' y =_ TINE CI O ape. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM 1xuwN Br M.P FOLDING SHUTTER CORP. 1082 mAgnmPA LunfER-C . M JR 4WD MlSf PAW 6TAC14 R 33f6x ..r 1 '"°"°�° DATE TESTINGk ENGINEQUNO COMPANY N7. ]°� i Cta ]DS. MIE16l tYJOOB„ n ata MI. : pw)m-,as . Fr : cm'°"-,�, cc MI.- a- u-. taf -ow... r"UN71° WAL7DT A. TLLIT dr. P.E. ` FLORIDA Ua 0 44167 20-190 MINING No SHUT 13 OT 13 mew. P.E �i %�'_.N•..... _'.\E� ' aP n-ea /, - -1