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HomeMy WebLinkAboutDrawing1501 MRH EXP "D" BY: JOHN D. 4 - OPENINGS ACCORDION 10 z z-d-V7 4 3 In ' _` N �� i CARSON, PATRICIA Mcastle W.O.# 01132022001 m Impact Windows o ; 3100 N HIGHWAY A1A UNIT# 705 ! FORT PIERCE, FL 34949 FACTORY DIRECT SINCE 1909 ="f eni.�e..dnaa CORPORATE OFFICE: 401 West Atlantic Ave., R10 #219 Delray Beach, FL 33444 (954) 354-0660 1 (866)396-9999 TEAM@ENGIN EERINGEXPRESS.COM ENGIN EERINGEXPRESS.COM Wind Load Calculation ASCE 7-16 Ch 30 Wind Loads -Components & Cladding 7th Edition (2020) Florida Building Code Site Information owner: CARSON, PATRICIA 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 M A� II yoo Q ¢OIIC Risk Category: II Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 Mean Roof Height (h): 150 ft. Roof Slope (0): Flat Roof Slope Coefficient (0c): 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 * VULT) @ 2022 E-Temn est.com ID: foldingshutter-P01132022001N0301 02/01/2022 Page 1 of 1 Desien Wind Pressure (PMAx+. PMAX-): h:560 ft. hs60 ft. Max Positive Pressure (PMAx+) PMAx+ = gh(6c GCppos + GCpi) PMAx+ = gh(Oc GCppos + GCpi) Max Negative Pressure (PMAx-) PMAx- = gh(9c GCpneg - GCpi) PMAX- = gh(Oc GCpnEg - GCpi) Device Calculations: ASCE 7-16. Chanter 30. All Subsections # Size (W x H) Zone Elevation (ft) Area (ft2) Arear (ft2) Kz q= GCP+ GC,- P'' + . (Ib7ft2) `' PmaX- (lb/ft2) 1 73.5 x 63.5 Int 7 32.41 12.51 1.03 61.03 0.9 -0.9 41.1 -57.4 2 74.25 x 63.5 Int 7 32.74 12.76 1.03 61.03 0.9 -0.9 41.1 -57.3 3 501.75 x 97.5 End 7 339.73 582.76 1.03 61.03 0.6 -1.0 31.8 -64.5 4 147.75 x 63.5 1 1 nt 7 21.06 9.33 1.03 61.03 1 0.9 -0.9 42.6 -58.8 1. THBNFORMATION 6NTENDED TO PROVDEDESIGN PRESSURES FOR THEPURPOSEOFTHENSFALLATION OFGLA UNITS&OPEJNG PROTECTION AS PROPOSED AND PROVIDED BY OT MS.NOCERTFEATION,EMEREXPRESSEDORMRIED.60FFERED ASTO THEVALIDRYOR APPLIOASI_ITYOFANYPROPOSED SYSTEMOR COMPONENT USED ALONGWrTH THESE PRESSURESALLPRODUCTSSHALL BENSTALLED N STRCTACCORDANCE WRH VALID FLORDAPRODUCTAPPROVALSAND MUST MEETTHESEPRESSURESFOR THEGNER SIDE LIMITATIONS. 2. NOCE TMATIONOR REVIEW 60FFEREDTHATTHEPROPOSED UNTTSMEE7ANYEGRESSREOUIREMENTSALLEGRESS65UESARETO BEADDRESSED BYTHEPERMJTTNGCONTRACTOR AND THELOCAL BULDNG OFFEM. 3. THEHOSfSTRUCT REISASSUMEDTOSEADEOUATETOWRHSTANDTHELOADSMPOSEDBYTH6DEBIGNASWORKRULACESD(UrNGFRAMNG.OROPENNGSDE56NMMDCERTFIED WAN ENGNEER OFRECORD (EOR).THECONTRACTOR,DULDNG OFFC-SHALL VERFYTNATTHESUBS-MATE DPOSED DURNG WORKBSOUND FOR INSTALLATION OFTHISSYSrEXF DEFCBRCIESAREFOUND N THEEIOSTNG HOSTSMUCTURE,TH6ENGNEER OR THEEOR SHALL BENOTFED BEFORECONTNUNG CONSTRUCTION AND RESERVESTHERIGHTTO RE NSPECTAND REEVALUATEDESDN.NO WARRANTY.ETTHER EXPRESSEDOR MPLED,6CONTANED HEREIN. d. DMEJSIONSARESHOWN TO ILLUSTRATE DESIGN FORCESAWD OTHER DESIGN CRRERL4THEYMAVVARYSLIGHTLYN ,TO THE EXTENTTHATTHECPENG AREAISNOTSMALLER THAN 5%OF THEMGIY E E)OESrN.CONTRACTOR6TOV IFYALLFFLDDM MNSPHORTOINSTALLATION. 5. ENGINEER SEA -AFFIXED HERETOVALIDATESSTRUCTURALDESUNASSHOWN ONLY.USEOFTH6SPECIFCATION BYGONTRACTOR.eIaLNDEIFRFES&SAVESHARMLESSTHEENGNEER FOR ALLC=&DAMAGESNCLUDNGLEGALFEES&APPELATEFEESRESULTNGFROMMATER FAERCATDN,SYSREMERECTDN.&CONSTRUCTDNPRACTCESBEYONDTHATWHCH6 CALLED FOR BYLOCAL.STATEBFEDERALCODES&FROMDEIMTONSOFT ISPLAN. 6. ENGINEERING D�ESSHASNOTVSMTHISJOBSDENTVRMATCN CONTAINED HEREIN 6BCSED ON CONTRACTOR SUPPLIED DATAAND MFASIMEMENTSENGNEERNGEfPRESSSHALI NOTREHAD RESPONSBLEOR LIABLEN ANY WAYFOR ERRONEOUSOR NACCURATEDATAOR MEASUREMENTS WORKSHALL EEFEiD VERIFIED PRIOR TOCONSTRUCTION.ERGNEERNG DIPFRESSSHALLIENOTFEO AND GM34 AN OPPORTUNITYTO RE-EVALUATEOUR WORKUPON D6COVERYOFANYNAGCURATENFORMATIDN PRIOR TO MODFCATION OFEISTNG FIELD CONDITDNSANDFABRIC NANDNSTALLATCNOFMATERMLS. 7. EXCEPTASEXPRFSSLYPROVDm HEREIN,NOADDDIONALCERTFICATIONSORAFFRMATIONSARENTENDED. `��t}1111I11111 r Av -Richard NeetB��fE�I1�PrE486'4�8�� 9a0FEw, aD9JpTi= 0e20,1�21 )=NINER\ Cret4 Rh # IT G \ Customer: CARSON #705 WorkOrder Number: 01132022001 N0301 Unit No. Wall Pressure Opening Width Opening Height Shutter Width Shutter Height Slat Length Anchor Spacing 1 -57.4 73.5 63.5 88 68.5 65.25 9"o.c. 9"o.c. 2 -57.3 74.25 63.5 93.875 68.5 65.25 9"o.c. 9"o.c. 3 -64.6 467.5 97.5 463.5 97.5 94.25 9"o.c. 9"o.c. 4 -58.8 47.75 63.5 1 58.625 68.5 65.25 9"o.c. 9"o.c. File OP iY1 I U— e e Regu lation r BCIS Home I Log In I User Registration I Hot Toplcs I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links I Search Florida r" Product Approval '.USER: Public User Product Approval Menu > Product or Application Search > Application Lis[ > 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 En 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@foldingshutters.com Impact Protective Systems Operable IT He k", "-,0PY qREVW ?DiFo CODE COMPLIANCE ST. L4 CIE COU�%4TY NJ BOCC �flStZZ 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 Waiter A. Tlllit 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 ® 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- Approved for use outside HVHZ: Yes 190 pdf 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 T-2" for +160, -160 p.s.f. A.S.D. design load. See F1,17080 R3 AE PER Folding Shutter Corp Titan II Drwg 20- 190.Pdf sheet 13 for additional spans and loads. 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. Copy i ht 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 emalls 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: �;Cr.'edit�Card 'Safe I. TITAN 0 FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE2O20 (OBI EDRpN) OF THE FLORIDA BUILDING CODE. THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MR) AND OUT OF THEM (NHYFR} DESIG WIND SHALL FOR AN BASIC WIND SPEED ASEREQUIREDINED AS BY THEPER SECTIONS ILLZO JURISWCTION WHERE PRODUCT �TOH 96 INSTALLEDA OR AA DIREOHM CTIONALITY (ACTOR Emn Kdm0.65, USING ASCE 7-16 AND SHALL NOT EIICET:D THE MAXIMUM AS.D. DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGG WILD LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO "D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (AS.D.) 'DESIGN PRESSURE RATINGS INDICATED ON SHEET I& IN ORDER TO VERIFY THAT COMPONENTS R ANCHORS ON THIS PJE.D.. AS TESTED, WERE NOT OVERSTRESSED. A 33 1T INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WASNOT USED IN THEIR ANALYSIS. A DURATION FACTOR CO - 1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. FOLD NG IMPACT E WITH SECTIONS 1826 & 1 PROTECTIVE9OF�THE B MENTIONED M ADEQUACY FOR IMPACT ND FATIGUE AS PER TESTINGSTANCE PERFORMED AT BEEN ENGINEERINGVERIFIED IN GTTESTING. INC. TTAS-2022AND , HURRICANE AS-203IT , AND AS PER SUBMITTED SFLORIDA TRUCTURAL CALCULATIONS. PERFORMED ASPER SECTION a, COhLf60�4 OF T. FLORIDA BUILDING CODE. 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS mt 0 SOUL BE / 10 x 3', 410-UT MINIMUM SElP1ES W/ 173.6 bi YIELD STRENGTH ! 187.4 Rd TENSILE STRENGTH. SCREWS SHALL BE COATED WITH OITIAN 5000 SERIES FLUOROPOLYMER COATING, AS MANUFACTURED BY WHITFORD Co. BOX 307. WEST CHESTIER PA. 19361. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD STRENGTH FOR 6053-T6 ALLOY AT SLATS SHALL BE Fp25.B bL ALL ALUMINUM EXTRUSIONS IN CONTACT WRH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 01-8 OF THE 2016 ALUMINUM DESIGN MANUAL 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/ 30 kd YIELD STRENGTH AND 90 Ini TEJSTLE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL TW/BUILDEK TEK SCREWS AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3 `%& 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 kai MINIMUM VOID STRENGTH. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE: 1/4- 0 TAPCON W/ ADVANCED THREADFORM TECHNOLOGY, AS MANUFACTURED BY I.T.W. BUILDEX, NC. TO MIN. 1'c@3192 pd. i/4' 0 x 3/4' SOLID SET. AS DISTRIBUTED BY ALL POW SOLID SET ANCHORS TO MIN. 10-3000 psi. LAC 0 CRETE-FLEX. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN. Po=3350 pal. NOTES: A.1) MINIMUM EMBEDMENT OF 1/4' 0 TAPCON ANCHORS OR 1/4' 0 CRETE-FLEX INTO CONCRETE IS 1 3/4. MINIMUM EDGE DISTANCE (E.D.) SHALL BE AS PER SHEET 13. A.2) 3/4' SOUO SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/6') INTO 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 NOTES A.1 ! A.2 ABOVE. (0) TO EXISTING CONCRETE BLOCK WALL: ASTM C-90. 1/4' 0 TAPCON W/ ADVANCED THREADFORM TECHNOLDDT AS MANUFACTURED BY I.T.W. BUILDEX. INC. 1/4' 0 x 3/4' SOLID SET, AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. 1/4' 0 CRETE-FLEX. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. N41EB: 0.1) MINIMUM EMBEDMENT OF 1/4.0 TAPCON ANCHORS OR 1/4' 0 CRETE-FLEX INTO CONCRETE BLOCK UNIT S 1.1/4' MINIMUM EDGE DISTANCE (F.D.) SMALL BE AS PER SHEET 13. L2) 3/4' SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/8' INTO THE CONCRETE BLOC( 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 WADS WITH NO STUCCO. L3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS INDICATED ON NOTES LI 3 B.2 ABOVE. (C) TO DUSTING WOW FRAME BUILDING: 8=0.40 MIN. - 1/0 I TAPCON W/ ADVANCED THREADFORM TECIOIOLOOF, OR 1/4' 0 CRETE-FLEX. AS MANUFACTURED BY F11Y/13UILDEX. HNC t ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY, OR j 14 NOS WOOD SCREWS OR 1/4' 0 NOS LAC SCREWS. NOTES: C.1) MINIMUM THREADED PENETRATION OF 1/4' • TAPCON OR 1/4' • CRETE-FLEX OR #14 RDS WOOD SCREWS OR 1/4' 0 NOS LAG SCREWS INFO THE WOOD FRAME UNIT SHALL BE 1 1/2' FOR Cf THRU c4 AND CIS THRU CIS CONNECTION TYPE, AND 2' FOR CS, OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 1L NO THREADED PENETRATION. INTO WALL FINISH STALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. C.2) MINIMUM EDGE DISTANCE OF 1/4' 0 TAPCON OR 1/4' 0 CRETE-FLEK OR #14 NOS WOOD SCREWS OR 1/00 NOS LAO SCREWS BITE 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 8E FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE CA ABOVE (D) TO EXISTING STEEL STRUCTURE: MIN. 12 CAGE, FY=33 KSI (MIN.) MATERIAL -1/4' 0 ITW BUILDER TEN SCREWS, W/ FULL THREAD PENETRATION. NOTES, 0.1) MINIMUM EDGE DISTANCE OF TIW BUILDDX TEK SCREW 1'. 7. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR MANUFACTURER. L IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT SWOTOOD tEFRAME ATTACHEDBUILDBRTO6S. IMSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY LE ATTACHED TO CONCRETE, BLOCK OR 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WWCR4R.GS HOME OWNER, TENANT. OR OTHERS. MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL 10. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1799.9.3 Of THE FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. "'^- LABS TO COMPLY WITH 'SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 11. FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS IND"TED IN TF115 DRAWING PINS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED T0. 12. (A) THIS PRODUCT EVALUATION DOCUMENT (P.EJ0 PREPARED BY THIS ENGINEER S GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJEOTs La. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (0) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT Is OM HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DECKED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACIOR'S RESPONSIBILITY. (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (0) SITE SPECIFIC PROJECTS SHALL OF PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (LO.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 BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED IT. THIS DRAWM(O SHALL ONLY BE USED TO OBTAIN PERM IN THE STATE OF FLORIDA FLORIDA 011MM CODE (102h ! Non fth Vd0ft NWAms ZOxa) (TO BE NSrAUA MAY /NCLUOE FERFDRAnOIYS AS DETAIL ON SHEET J) ® WALL HEADER 6063-T5 ALLOY rne' Wt^ ® SLAT LZNWW 606J-10 ALLOY (1D BE USED ONLY FOR INSULLAnONS 30 FEET OR HIGHER ABOVE GRADE MEISUREV AT BOTTOM OF OPEMNG SEE COMPONENTS 20, 21 & 22 ON SHEET J) (W ,ALT, BOTTOM TRACK 6063-T6 ALLOY GKlNG d �..�' F �� �'T�CENTERp_rF °rF �"6osJ-r6 +uor zzol• 606.T=T5 ALLO�Y� srs' sorr �°r .rmo• J., 8 .rmo ZRS• setr .eov- I z� sur' .asm- IJW Z�- EX1ERIOR CENTER -PIECE 6053-TS ALLOY ►G z -HEADER B_ O "T'Otlf_ SZL y= "TRACK ®6BDT°�0�1-:,TRACK °enApTER„ FLLOY 606J=TE AICOY - -. •606J-7U ALLOYS - t2 COMPONENT a b i1 t2 y ® 2- 5' MAX. 0.125' 0.125. 2' 4• MAX. 0.25' 0.25' $ © 1- 2' MAX. 0.062' 0.062'� ,? ALU11�1� im, ANGLES ® rN HOOD 606J-T6 ALLOY 6063-T5 ALLOY COIgly��PONEN lS A�•TI LIML�A.,;~ FIlIMIDA 6uLLDINo CODE (Nigh & Hen Nigh Yobdly Nurrkms Zan, Sic 02=?Lnw ma TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM omuttt en - No. 44167 I L E C O U1e. r P FOLDING SHUTTER CORP. ° STATE STATE OF ,c we ae a°at m° a�°ma ti a cy �••'h'�mu�o oral' m"' ,mr WUff�PAU rAa6 rt � na aoo-w as1 Ulf 20-190 ., .�' . (ORIDA . - sw-aooala "'t0 �r••a" m wma N. PP.�,Q1 %✓���. (G P. ,�� W/LTLR A 111Uf .k. E. RDNM lk. / 44fe7 K r mro ov a r s.wr. -o rA ` . ' ryr _ twsr 2 as to 2F EACH SSE WWOOW (SEE TABLE 1) SNw-W END VP TDP/BOTou aF H9WADW (SEE TABLE 2) NDOW aO60- THICK PMYCARSWTE VETWNG 'WIDOW (SEE TABLE 1) - WX (2) WWDOWS MAY BE W ONE SLAT SPACED A WW" DF 24- APART. WAN r2- mN. FROM EAW of SLAT TOP t BOMM TO SLAT � 4 OR& NO AT � OF PRODNCT. ® SLAT M W-M DETAIL A710N) s9m• a0sp• �m 21 Z_CLiP ® SNAP —IN END C TABLE 1: SOURCES FOR. & TYPICALS4W s7A m4R0 OPON S MYO Mr RENE+mw monvA / scom NYAM f1GYY0POCQV J1 LD M 10 Am PJD61S'dL1 SPECFIC cmvrry IECdMMULI ASTU D792 0.043 IbAn M043 Ib/b( TENSILE YIELD STRENGTH FLEXURAL STRENGTH AT YIELD FlE7uRAL Mo0ULU5 IMPACT, ASTM OM ASML U790 ASTM D700 0.400 p.s.E. 12400 pa 340.0D0 p.eJ. SAW P.L 13.400 p, 1. 345.000 p.L NOTCHED E[OD AWM D258 1e Fi-@/. 17 Fr�!,An SEINE DENSITY RATE OF EuFmc SELF IGNITION ASIII 02543 ASTM DIW ASTM D19U 47.2 >< G-1 LTAAS;' 1040 T 64LS X MAX C-1 CLASS 9e0 7 Imumm ASTM 6155 TENSILE SQtmGTH UFrER WFJOHERNG 'TENSILE STRESS BEFORE WEATHERING H/ ASDe38 ASTM DRYS 9302 P.J. 8461 p-L 8840 p.sL am P+I TABLE 2: SOURCES FOR 71 A= FROPERRES STAMNIRD M4.sm? MIX CO~ A &ALYT hWW PART / M51fiK B ter: SPEODEC cmvrry 111mmo , ASTM D792 0.042 Ib/in• TENSILE YIELD WRENGM ASTM DOW 11.500 P." RDNRAL srNENaTH AT YIELD ASTM D790 15.000 p.s.L FLEG)RAL MODULUS I�7 ASTM D790 45a000 p.sJ. NOTCHED RW 11tFJ1YY PRDPEI111FS• ASTM 0256 0.6 Fr-e/In COEIRCIENT OF THERMAL MANSION AMU DS98 SA s 10 inAn--F FTAMMABODY L1. 04 V-2 MELT9w 1170'FRATURE ASTM D3418 500 F ADT BE USED AS AN =0NWCroAPLL lONS SLAT UNDER LARGE MISSILE EW®YDF TION AS PER WS DETALL - "AX W IWmOWS MAY BE W ONE SLAT SPACED TYPICAL 1A SLAT WINDOW DETAILS MAL 24-APART (M4X &SRY 10 SLATS). W V EW/NG WINDOW & .1. -- /PS Tj'4QAL ALTEMATE PERFORATED 1 SLAT WINDOW ELEVATION (SMALL MISSILE IMPACT) - ILARGE MISSILE IMPACT) A. o,I,Q rlNN'NA,,, nWIDA EUILOMO 000E (1410 t NNME fOph Y4AeLo0q NuLYtmene taw) `` \,\C ENS•'• Q ' � '/' 02020 TILUM TNO. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAWN LIR c��NO. 44167 = IL E'C O Ewe. FOLDING SNUM CORP. M P '/DAIT ° A, % /�% . •y * s�:• STATE OF �aTiMO a ao11a10N0 OOMPAHY �'i'" +�`Ia. pm'®O,m1nl. 1I{2 ARMLET Wilq TUTS 2 Rw Wm�pAMEeDo-wnm1�/N DAIS 20-190 %. O�•, F P �;` �'u-00N107 "ems DRA11M0 Ns ilo'� ••' PL ��, "• `q1 WAUER A lllllf Jr. P.E, ,,� FLLY001 Uc. / MIeT sm r sow - urt - sra r- see. _ s SXEET OF 1J 4.0 — 5 I � 8 (2 USE (2). O.C. FOR UP TO 99' AT SPANS 30' o 1 n OR 8 (Z t i END CONNECTION DETAILS ON SHEET 9 TYC FULL HEIGHT, FOR O O © r O + 16 CONCRETE, CONCRETE BLOCK OR 6 r % % + 1 WOOD INSTALLATIONS. O O O O O UNLIMITED WIO T. L. STYPTIC. ELAON N. S. b NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU B ON SHEET B. SEE SECTIONS 7, 7A A 78 ON SHEET 7. SEE SECTIONS 1W A ZW ON SHEET 10. SEE SECTIONS 4W. 4AW A 7W ON SHEET 11. SEE SECTIONS 7AW, 78W, BW •A 14W ON SHEET 12. /-@or(3) W/ 13 ,16 ,Q OR 19 �. USE (3) AT 30' O.C. FOR SPANS LARGER THAN 99' UP TG 141' • NOTES ON a & LOCKING TUBES 6Ai AT 1. TWO (2) ® SHALL ALWAYS BE USED AT PRODUCYS MIDSPAN SPACED AT 30' O.C. FOR SPANS UP TO 99'. USAN.E THREEMPO (3) FOR URGER SPANS ALLED MAY BE INTERIOR3OR O.C. AOR T MMEWEDCTO TAPPEOENT,ENTERPIECES 4 OR . LOCATION OF SHALL BE AS SHOWN ON TYPICAL ELEVATION. 2. (2) LOCKING TUBES ALWAYS BE USED TOP k BOTTOM AT PRODUCTS CENTERPIECES 4 OR S AT ALL INSTALLATIONS. LOCKING TUBES ® SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. t SEE LIMITATIONS FOR ®ON SHEEF 2 FLORIDA BIRLDW CODE (fth A Hon HIOh VNooYy Hunkan9 Zam) O _ ' 0.060• THICK SS. OPTIONAL RAW HOOD OPTIONAL RAIN HOOD POUf✓f1D CONCRETE-� �� OGSRNO NON STRUCTURAL WALL TEE"SNE7:T 13) ROLLER HOLISWf OWN -STRUCTURAL) (NON-STRUCTURAL) REWIRED. �/ TRW (DECORAIM HEAD) (TYP) 1.000• 2500• YW. E.D. • _ j (2) NYLON LERS�L1009=DIC2 a ' OPTIONAL Cs1 y 1 x RAIN HOOD (NON-STRUCTURAL) /f0 c 3• S.S. S,M.S. W/ iJ51 0.". TANG NYLON o BUSG W/ A 0.100• 3/16• ALUM. " PCPDRNm HRNI 13 LONG TOP SECTION 0S00' CCNT. .27D• O 19mOCm. / O Is. O.C. 1 (2•ri• O.D. AND OZ45• iA. AND - t Oaaa• LONG BOTTOM u �,A +/4• P rrw 1 BUILDEX SECTION 0.320. O.D. AND WEATHER I MIN. PART N W�F� 1 0.245' A. STRIPPING TDL _ POURED CONCRETE SIDE (frPJ 1 or WALLWf�UIRmfiLocK (SEE SCHEDULE 1 or 7ECalOIDCY OR 1 i/4• I „ 1• TIX g di SNEET 13) IA- 0 QLo SCREW OR 1/46-20-k 1' ®i III ® t rn CCNSTRUCtION 1 Ss MS WITH NUT A, - POPDRIYETS. Iy PIODuct5 1 WASHER O 4. D.C.O 1B• O.C. p{ POURED CONCRETE 1 ti EMSEL31 IR o 6' O.C. or OR CONCRETE BLOCK uIN. SEPARATION WALL REQUIRED. ( GLASS SEE SCHEDULE 1 or or 1 ON SHEET 13) ®t d ® tLi W 1 hN POURED CONCRETE S 1 TO GLASS Ox oR COACRETE BLDCx WW.L RETIURNED. � �� �(SEE ON SHEET 13) m49=1ON C2 a,N 1 4'or LE t IY (SEE SHEET 13) # 1/C • RW 1/4• • a 1' TEK t ;g y�i 0.A1 TI SCREW OR 1/40-20•.1• W/ ADIORC D 1 S.S. NS WITH NUf l THREADFORM WASHER O 4. D.C. #10.3TECTECHNOLOGY. S.M.S W/ 1/2•0 TECHNOLOGY OR I . 'z+ W LONG NYLON BUSHINGS 1/4' A ELOD a� ITYP. BOTTOM). AND 3/4• CMSIRUCION 3 NOBTiON 3 IANC(Typ, TOP), DTCEPT AT PRODUCTS ROLLER HOUSING (TYP•) WALL FACE MOUNTING INSTALLATION METE -FLU 1 13 _ SECTION 2 aOMMENT m . Q.C. c2W MAX) WALL FACE MOUNTING INSTALLATION CF51CHOR SECTION 1 ,n SPAC+D ANCHOR ElSPACgO .. ... GROUTED BLACK RE'AURED 1.OD0' 2b0 MN. (MIN. 1'e- 2 Hi GROUT) OR POURED CONCRETE AM ED. EXISTING NON STRUCTURAL WALL TRON (DECORATIVE SILL) 0 6 ANCHOR ODECORATIVE WALL TRIM TRAPPED SPACING N EfOR §PACING MOUNTING INSTALLATION DETAIL FOR SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE g11111111111NNYY Mm• A.S.D. DESIGN PRESSURE RATING - +65.0. -90.0 PSF & CONCRETE BLOCKroc('''', SCALE N.T.S. FLOMDA URLDL40 CODE h ! Non ochy jq» (Hlp Nlph Yd HurtleDlu ) F 02020 TLTEOO M. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN to I MOTE FOR =C-ANBE ED. o EDGE DISTANCE N�. 4416T_1- MOUNTING SECTIOINID (SEE SPECIFlGTIONS ON SHEET 13) 1 I LECO c. FOLDING SHUTTER CORP. 7/'DDAATE IN ANY WAY TO SUIT . ,., ' 'v STATE OF IEs1W0 t ING,�yINO cDMPANv IM MAR+W wtlml qp J, BLVD IT F 7NA sr. at mN R 3],a WEST PALM EEAg6 fi SS4°I OP L'7,-,aw.ro, ,a, raI tGoo-wacTFi 20-190 T SEE LIMITATIONS FOR ®ON SHEET 2 ���FS'••.�R(,..�,\`�� rmdUomOu'6com �� DRAWING No PE SEAL/SIy.__..Nt7i, 1/ IH+11```` WALIER A Tlllf Jr. P.E. a• FLO<tm1 Ue. / N107 o n•a n • SKEET 5 OF 13 I 1/47 ■ 3/4' TEKS SCREW OR 1/4' x 3/4' BOLTS W/ NUTS & WASHER O 6' O.C. POURED CONCRETE OR CONCRETE BLOCK WALL REQ CONIECTION ( "�T' 13) E0. I 010 x 3' S'S. EMS W/ "`•,� �. 0373• LONG NYLON—� BUSHING W/ A 0.150' ) UK SEPARATION LONG TOP SECTION OS00' O.D. AND 0.245' L& AND TD CL SS 0-=- LONG BOTTOM -(� SCHEDULE SECTION 0320' O.D. AND ON SHEET 13) 0.245' Ld. X.) I /n\---- ALTERLUTE 3/16• ALUL POP RIVETS O 5' D.C. AT REAR. I O.OBO' THIOK S.S. v A1 ROLLER HOUSING UK SEPARATION OPTIONAL RAIN HOOD ' - (NON-BIRUCRIRAL) TO GLASS ��—(SEE SCHEDULE ' ON SHEET 13) g* MIN. SEPARATION TO CLASS SEE ED LILE (ON SS. E Or 91 SHEET1 ) Or j10x3' S.M.S. W/ 1/2'A x3/4' LONG NYLON RISMIKIS POP RIVETS ®1S AIUY. ® t O M. 1 ® w Ct TOP) AND 1' LONG (TAP• AT REAR., EAR. 53/1S' AT REAR. BOTTOM), IXCEPf AT ROLLER - HOUS0L0 (TYP.) ; n s ' o' .s W.EO O 1O' x BOTP mmH SIDES q 51 JALUM. POP RIVETS 3/16' ALUM. POP O 10' O.C. BOTH SIDES @ I RNE75 O IS' O.C. w nwrwl 1/4• 0 STRIPPING !:A 1 Or SIDE (1YPJ ®i B ANCI A or t s � � n 3/18' ALUM. POP RNE15 a '+ 10' D.C. BOTH SIDES ' g K 0DNt7CI1011 CT EA (SEE S�¢E'r 13) ALTERNATE LED & ANCHOR ORIENTATION POURED CONCRETE OR 1/4'0 x 3/4' TENS SCREW W/ 5/8' WASHER OR 1/4' x 3/4' CONCRETE BLOCK WALL REQUIRED BOLTS W/ MHS & 5/B' WASHER O 4' O.C. BUILD —OUT FACE MOUNTING INSTALLATION SECTION 4 "N. 3/4' PLYWOOD REQUIRED >-� 1/♦' THRU BOLT W/ POURED CONCRETE OR WASIffR & NUT O 5' O.C. CONCRETE BLOCK WALL REQUIRED 2 i{' OR 2i5i1/e' N BO&T-TB CONi. ALUY. O STANDARD COUNTER TO MOUNTING INSTALLATION _SECTION 5 MAX. A.S.D. DESIGN PRESSURE RATING= +66.0. -66.0 PSF O ' MIN. SEPARATION. - TO GLASS (SE: SCHEDULE ON SHEET 13) ALTERNATE AAHR lE0 ORIENTATION W u CONNECTION (SEE SHEET r MIN. 3/4'PLYWOOD .REQUIRED RUBOLW/ WASHER & NUT O 10' D.C. +_ALUM. EACH SIDE1/4' 0 TAPCONS OR CRETE-FLEX ANCHORS 6. O.C. CONCRx3i1/e' 808J-7LCONf. E BLOC ANGLE OR BEM PLATERT]R ALTERNATE COUNTER —TOP MOUNTING INSTALLATION SECTION 6 MAX. A.S.D. DESIGN PRESSURE RATING- +66.0, -66.0 PSF %B SCREW E0. EQ. OR INSTALLATIONS DETAILS INTO CONCRETE POURED CONCRETE OR `°'� "�� 1/4• x/3/*B L NUTS & 5/e�� ° e D.C. & CONCRETE BLOCK — LWTING INSTAUATION SCALE : N.T.S. Y FLORIDA BUILOM CODE (Pith ! Non wth vdmuy NMFrkan Z.,) _ .EDGE DISTANCE r-.UW ��S '' •' �0IaTErn TITAN II FOLDING IMPACT PROTECTIVE SYSTEM GRAWK toED. NTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) - N0. ISSN B7 TO SUIT ANY INSTALLATION. * f I L E C O ENN:. FOIDING SHUTTER CORP. 7/t0/70ivAY t SEE LINrtATIONS FOR ON SHEEP 2 7. r STATE OF FCORIDP' TA 3w N0� "„°m ria n 6 rAtM erL AaL n wa VD c.'�"`Im1-1 -iSll R6 tmD-W�Q7E LUTE �n (.0 0 001 • •' \ m ........... �' A DRAWING m i PL SOVfg�r�rNE WN.TEA MUTTIJr. Pt xn a. .Dare �y �A RAWDA Lk. j 44157 m n•.� - s SHIER 6 or 1] .rA POURED CONCRETE 1 REQUIRED (SEE VIM 13) " O.OBO' THICK &S Gum Fo IIDIISINO OPTIONAL RAN HOOD (NON-STRUCIURAQ (2) NYLON ROLLERS 0.B33', (IMP.) xS/4' IDNO NYLON BUSHINGS tryp. AND I'I TOP)EXCEPT 8 BOTTOM). ATWROLLER HOUSING /10 a J' SS SJLS W/ O.J73' LONG NYLON 3/1fY ALULI BUSHING W/ A 0.130' POP pj5• LONG TOP SECTION 0.800' 0 IV D.C. OIL 23' D.243' L0. AND 0.225' LONG SOTTWA I CONE 0.14T'm2]OiDAJO' SLY: 09 0,320' O.D. AND 0.248' IA. ULTRAFAB WEATHER SIRIPPNG EA. SIDE (ImJ . f or 5 ® T a WIN. SEPARATION y� f - OrTO of GLASS (SEE DUL � ®t MI. CUI^S�N I 3 ON 13) LI�yy Ti , (SEE sOHEDUL)E f or _ ON SHEET 1S) ®t 1/4' • ■ 1'I SCREW OR ?� YIN. SEPAHIITION TO GLASS OPTIONAL RAN W1ARD - I (NON-STRucLURNJ //u-2ost' S.S. HIS WITH NUT & WASHER e 4' O.C.. - (SEE SCHEDULE ON. SHEET 13) ai f or ®t POP RALTON NEI5361 S' O.C. AT REAR OPTIONAL RAN GUARD I�n (NON-SIRUCNRAL) 9 N rYn + R S /1C AIW. PPOOP�RNMS a V G.D. S 3/10' AWL. POP RNETS ANCHOR AT REAR 0 IV D.C. BOTH SIDES ACT= D7 9 (SEE SHEET 13) A 3/10' ALUM. POP RIVETS / EDGE OF BOTH SIDES POURED REMWREE SLAB I ISIE - EDGE OF SHEET (SEE 13) i APPLICABLE / EO•- EO,' POURED CONCRETE. /- POUREDCONCRETE REp107ED. • MIL ED. REREQUIREDYN. EO. • • YN. ED. (SEE �a TRAPPED MOUNTING INSTALLATION •IIR E0. SECTION 7 ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 713 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE N.T.S. A 11111111 I I I / IIIIYI AAA • `ll.zi?,A• .!((/T'''�., FWRIDA BULDING CODE Qfth t Noe Hon Vdoc4 Huntaentt ZGIw) NOTE FOR COMBINATION OF cc�pN * E.D. - EDGE DISTANCE ?S1; �r S V F y �7p2D �nDO D� m TITAN H FOLDING IMPACT PROTECTIVE SYSTEM cmvm 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) 3 0. Q41 B7 I Y.p IN ANY WAY TO SUR ANY INSTALLATION. * = IL E C INe. FOLDING SHUTTER CORP. ]/Lo/2oxD 7� 7 t SEE LTNITATIONS FOR ® ON SHEET 2 STATE OF % •f)'•, TrsnNo t ENOINEETINO CDYNNY 1w LAtIN luflml I0I0 a aw La. Ee.: tlAO04 n ave WQI TAW BDIn{, 0. SSIDI OLIE M. 1w , �0,�••FLORIDP.;, :�'umn._mo�aaLo-"" rR./��D-sus-�aYl 20�1Y0 ,TAIL VPCOKS U +ea OF (� SCHEDULE) (O 1/Y r 3/P 7= SCREW AT Y aG ILw. ucerw. _ pt 1/4Y ■ 3/4' i0t SCREW • e• 0& ��{��N��Y IN III�LLADON Rm x a/ O* (Ti se,gwx O e�oa/a• me SpE11 ♦1 _--- TIME PER SCHEDULE 1/{Y x 3/{• iFx SCREW TYPICAL ELEVATION lTUFIE 1T BOTTONI x. 3—�^^ t Sm�i {• rAULIL Alcie[°�m .r (SEE SpmlM dat POURED I , Q� � �—wYO ron {- s a13• > 3•mv{- AT 1 r ■ J/a•,D6 Sc.IElf6M fxir AULL AHOU: TYPICAL ELEVATION qp AT R OL InlmuOraltr. (� •-� -- SPAN TUBE M�O�UNTING �IN9T 1 ATION 1 gg UMGATIOIs FOR ®ON SHEET 2 1/r ,TP. TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) ,k TUBE SIZE MAXIMUM PRODUCT SPAN ALLOWABLE TUBE SPAN REQ'D ANGLE LENGTH EA. 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'xl/B' 96' 85.0' 17 10 144" 68.0' 13 8 80" 117.0' 17 10 27x4 z1/4' SO- 110.0- 21 12 144' 91.0- 21 12 80' 109.0' 17 10 2'x5'x1/8' 96' 100.0' 21 12 1 81.0- 17 - 10 So- 124.0' 21 12 2'x6'xl/8' 96- 114.0' 21 12 144- 93.0' 21 12 SHUTTERS HEIGHT ABOVE'@ BELOW DDES SNOT uEXCEEY7_HE tYAX� PROP COFSITMU1E SHOWN ON TABLE 1. TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) TUBE SIZE MAXIMUM PRODUCT SPAN ALLOWABLE TUBE SPAN REQ'D ANGLE LENGTH EA END NUMBER OF ANCHORS PER END OF TUBE 60' 76.0' 13 12 2'x4'xl/8' 96- fiD.O' 17 15 1- 48.0' 13 12 80' 87.0' 21 18 2-x4-xl/4- 96" 79.0' 21 18 144" 65.0' 21 18 8O' 77.0- 17 15 2'x5'xl/8' 96' 70.0' 21 18 144" 57.0' 17 15 80' 88.0' 21 118 2'x6"xl/B" 96' 81.0- 21 1 18 144- 66.0" 21 18 `Spm nw PER mAlm2E SCAM N.T.S. - - - J I MAX AaD. DESIGN PRESSURE RA7NG f720 PSF L� tnmix �p1�WMi1�Yµffl (� qi FWRM BUI=W CODE (Mph t Non Mph VNoelly Hurtlamme Zan/ 02020 "1n0° °1C TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN Im 0..44167 ` A lL E C O TMa. FOLDING SHURER CORP. 7/,o aTt f * - 'O . STATE OF 1142 fAMVIN 1On1D1 ICAO AL BLVD �n a 6: LNWN133i1Na COMPANY "Y • >ti 6 SOS. ao{A O.Eva rt anN � aPn..,_,en r, � (Swan-,e31 20-190 F ' ••• P . � . —C,: tlxae0a0e1mn 117 •��� YVUER A.TILILIT1Jr. PS FLOR M Ue. If 44167 .00 aa7-:37;"°' ....toMlryMiUn...a.m ORAWDIO N. P.E.'�' •'• ` a+.r ®® ra ccr Door 2FJ _ as rwe r -1 ```��� SIM 8 OF 13 • e• O.G SarN 71Ai PER60EDUL eos3-m wm EOm' (� lOOII6[) 1WL At s` 0a famuwwir. Poullm mNcnElE- lIXwlm (f) RWYS OF 1/aY WOO RFa CPAN Ip YgO�L�.I�!F1T�11Ny ANCMDIS OTr3 (SO` 9fJED12A DL _1�1N§E 11 A7IAY (e) 1/4• • 3/4' 7E16 6LSEY -•- J14• or 311' ar 31Q1f/a' Q O.C. IO110111NOx1Y. • lQgfM eOPJ-m AWL AMGIE 3() ROR eF 1/aY OT►d-) !S A �� (� �p 0 STRUCTURE (sEE smcT t r hRo POP oR t/�,3/4• 706 • tC as f /IV. POP RWiTS r GR ,/413/4- I I7os a 16.O.a \3 r BUILD —OUT END CONDITION !d 3/CO 1LRFAOEG r PW R 6 i 0 CE71I� 1771t G.C. _ a EXT�ERIO�R OTEz (2) 0 37 C.C. a6.Ax • (3) E90R w HORIZONTAL SECTION 20 m 3PAx HOFMMM& 3mmm EQ3W YAY BE G6fALLID RETEt60R RI EtOEiOOR) * ww 1(w a llW SW AT TR(NM rNS Q--ffl a(s TMCON/CEaTE-iipE t SIX UIOgMIS FOR ® ON SMET 2 MOM 0 t6. O.C. TO mmC STRUCTURE NOTE 1 ONE LOCKING TUBE, PART SWILL BE INSERTED INTO THE TOP AND BOTTOM OF EACH "MRIOR OR INTERIOR CENTERPIECE ® OR 5 ,INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE ®• A SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SGUARE, 0.357'xO.357' AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ® AND SECURED INTO IT WITH A 0.120' c.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, 0.475'x0.475'xO.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'xO.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 CTHHANNEL TO RECEIVE THE ERMOPLASTTC 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 APPUCABLE), G Gins aT36' (iTP.) Of t OF 1� t 0.0' 0.0• . Z �1,�1� VN 3/16' POP RNE15 6R 1/4' a 3/4' 7W 0 ,a. as (z) • 30• as o Gym G2• 3PAx ! (31 GA 0 30 ' GTo'w SPAN cmums SCREW MAT BE 016mum MmRm 1R E7R 3MR) OR n 112. LT.\ D MIRG STRUCTURE L 1RW 3/16• POP mvm OR %4• ■ 3/4' TE76 OR END LOCK ANG F 'E UTS 0 1 oBOLa'B "/ 10RMOx7AL SCOM Y f 2' ■ 1/6' 6X3-76 CONE, u,�usnu {gtd M1ClE' (2) 00 30' G.e. • fl7snm2 sTRuc1R1T1E -1/4' • a 1 3/4' ANWORS a Ter (Lums 1M000R OR EITFEMM) �,-@°n SHo 1 �1 EKSM STRUCTURE --- I. END LOCK AN -1 R HORQDMAL SECMN 1 4' ■ 3/4 TEx SCREM A m CxE c0fRO E:CE a 6' ar- O� = \--() OR 5 SHO ALTERNATE LOCKING SLAT CORNER LOCKIN DETAI NORO MAL SECTIN P A Till MMDA =LD)N0 00DE (Mph t Nm NTph Vd0ey NUn11EOE16 Ton ENSF' •. ay o30m Ta,cWRIC.TITAN II FOLDING IMPACT PROTECTIVE SYSTEM w" n, No. 44167 :__ L EC O MP FOLDING SNUB CORP. '/'��° 7 STATE OF TMe. ,662 WxT6, umta "m J1L BLVD Mi, PAM iEAC11 R aww Tw76m-MILIt 7cS,REG ! ExW a3UNG COMPMW 0f 3! 6L 41� „; 1Q4L Game n m1m ,®•7r 20—tY0 0 RIOQ •••�\ •-Taft +uE.moaol oMT ` WALIEA A�71Jr. P.E 44167 PL �pp 11R r eoro 4,x o.r mou rrt _ n.11G a _ Sx(ET 9 GI 13 lie (7) I T/4- I R v775Ers � ''. m ,v T1oE 7�7/4 • TAPcoN� -ENE1c A O Wa / EA ANTI[ m sue x ISOMETRIC (TYP. AT TOP AND BORON noa* A A /-W 3/fa• POP TavLls, AAup"m� /N' G /1 E6 ar r a Y Ij/ A*�Ar 1/a• AMSE —auul-w romvr PEA SEMON 4. SNEET 6 PM SECDON 4. SNEM a `—W 3/1W POP RNEM Mm Lm OF rw ANME EXTERIOR ELEVATION 1ME 9MIUR AT HEAD PLAN VIEW A —A AND SILL AND BOTT( SIDES OF PRODUCT ��/a 1si • ' ' ANQFS TOP e° -r OPTIONAL SIDE ANGLE OW SE0011 4. SHM a) WTRIM OR TO WU (s REAUM) OF CONCRETE PIECES NAY BE FLAT OR L END J/1a• POP RNE75 OR 1/4• . 3/r 7EKS • 12. O.C. 1/r WL Pms MAY BE FLAT OR L END 1 3/4- Mm-nn • Ir or -E)aSTNO STRUORga: TRAPPED END CONDITION Wf FLAT ENn "� nm" mmom CODC (Htph t Men No YdeoMp NE1Rn1Dm1e ZeTr) END INSTALLATION DETAILS INTO CONCRETE :'sue \\GEN�j`�c'.. % o�mDm7EmDle TITAN If FOLDING IMPACT PROTECTIVE SYSTEM CONCRETE BLOCK A WOOD (AS APPLICABL.E) - N0' *i 67 `* ° 11. E.0 O "m FOLDING SHUHER CORP. 7/10/n ° �--2, 7 STATE OF RO�t �01WN � YnP� Ina , umnE no 13 's n. 11Trn�S -tut 20-190 O,N:., COHlO •-am: tR•moeol�m �A A •�Aa oPArD10 N. ````� W-Um & Op1Jr. P.E. ter. r �� ra aw r maw PE gN 7711i,. „� nallu Ual 44187 1 ry n.a • E.• alniT 04 OF 73 (2) NYLON A Lam O.— � (TYP.) 1. 2*.0 CDNT. WOOD HEADERREO'0. _ ; /10; Oj G NYLON CON ECTION al BOSHIND q/ A a15D• LONG TOP MOTION aSW 1 0.0. AND 0.24r Ld. AND 1 D223' LONG BOTTOM 1 SECWN 0320' OD. AND 0245' id. 1 (TYP.) 1� MIN. SEPARATION' TO GLASS SCHEDULE F(SEE ON sHEEr u) 1 2'Y4' CONT. WOOD 1 PLATE —E 1 — 0 10r3' SS. S.N.S. W aALL� RDUE THICK S.S. I / 1/2Y KJ/4' ROLLER HOIADIG LONG NYLDLI 8US8NGS (Typ. Tom) AND 1• LONG (Typ. BOT mD Comm AT ROLLER HOUSING (TVP.) 0O80' THICK S.S. ROVER HOUSING OPTIONAL RAPT HOOD (NON-STRUMWAL) 3/18' ALW. POP .CONE. RNM O IIS- O.C. all Y•N' OONT. WOW 1 YDI. SWARATION MASS' HEADER REOO. TO or (SEE SCHEDULE t ON SLEET 13) 1 t 1 ? WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) V —1YALL nNISI WALL FACE MOUNTING iNSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD %l'111A 11Tij "�AAi,,. i SEE UNRATIONS FOR ®ON SHEET 2ll NOTES, mP.' JOENSF NOTE FOR COMBINATION OF SECTIONS. - p, 44167 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO - BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING SECTIONS CAN BE COMBINE iC mil IN ANY WAY TO SUIF ANY INSTALLATION. :ri STATE OF TCSONa' .��. ALUM POP m 1B' o.c. FUWADA BUII M CODE (IBph t Non I%h Vgbft NwEkae� 1/4'10 a 3/4' TOM SCREW OR 1/4' .3/4' BOLTS W/ NITIS ! WASFIElE O C O.c. 416'REEQ QU (Yin.) EXISIM WOoo BM OF OWINGSTRUCTUFAL WOOD AOro1Y_ BE CERTIM BY REGISTERED iN6H- D'0BE THICK NG t SEE umrrATiONS FOR ® ON SHEET 2 �� WR PRIOR 2i4' I:� ROLLER HOUSING � •CONNEE HEADER ;_�: �' Eq. (NON-SStRu WOOD PTIDIML NR�D NOTE FOR COMBINATION OF SECTIONS: 1- MOUNTING SECTIONS CAN BE COMBINED /1mr3S.S.S.M.S. W/ 1/2Y a3/4' IN ANY WAY TO SUIT ANY IN ' STALLATION. ca- LONG NYLON BUSHINGS (Typ. Top) . AND I' LONG (TLP. BmiOY), ewT c; t'y AT ROLLER HOUSING (ttPJ NOTES- //M�l4I:N�J, I& RAM HOOD F` ::'.• ,<:3;„:: I J ( (NON-SIROCnw4 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 11 ^i ROLLERS BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL Ip�Y �•) 10 a 3' S.S. SY.S. W/ 0373' IDNO NYLON ALIIIE LOCATION LEG 0 1ir O.C. BUSMX W/ A OJ50' LONG TOP SECRON 3/1C ALUM. LOCAl10N 0" 0.0. AND 0,245' Ld. AND 0223' LONG (SEE NOTE •) 0.1631 cc i0.030' BORMY SECTION 0.320' 03I. AND 0245' Ld. I POP RMLIS, ULTRAFAS WFATIER STRIPPING FA. SIDE•) YIN. SEPARATION O 15' O.C. DTP•) T Of ®1 � (SEE GLASS I stltlZ ON SHFLT 13) YIN. SEPARATION MN. SEPARATION ' I or ® t� TO GLASS �ftA4 (SEE SCHEDULE (SEE SCHEDULE ON SHEET iN) ON SHEET 1 1 Or ��337744ii or ALTERNATE ®t ALTERNATE 3a 5* ALUM ALTLOCATI LEG • I or ® t I POP RAlE75 O s• O.C. _ IDGLTtON OPIgNAL RAN aUARO ALTt:Ti LOCATION LEG AT REAR. r--r_-� 1OG110N 1 I j l L I+ j F I I f (SEE NOTE h (NON-SIRUCiURµ,) r--(SFE NOR • i i; LTA ; L � _ I I PLTE 2'.4' I I -_ �i 11 � ' 1 I 11 Pop FWIR J/10' ALUM. AT RE O O' O.C. WOOD PUTS I 11 I. 9 ...�t.•n: �.c d1 8 REO'D. 3/10' ALUM. POP RIVETS 10' O.C. BOTH MOES o - $ rt• 3 3/1O' ALUM. POP RIVETS Eq. EQ. O 10' O.C. BOTH SIDES _ 2'.8' MIN WOOD q. WOOD P� I 1/4Y . 3/4' T05 SCAEw (N FINISH ED) 1/4Y . 3/4' TOG SCREN I REO'D 1 I _ OR 1/4' . 3/4' BOLTS W/ NUTS W/ 5/0' WASHER OR 1 ! S/E' WASHER 0 O' O.C. 1 I 1/4' . 3/4' BOLTS W/ NUTS 3 ' 1( 5/0' WASHLA 0 4' O.C. -CONNECTION I I ° OL05 2' MIN. p 'WALL FINISH WALL FINISH BUILD —OUT FACE MOUNTING INSTALLATION BUILD —OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 4AW (BOTTOM} SECTION 7W NOTE • 'ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED FL0150A SUlDINO CODE (Ftyh ! Non Hah Vabd1v NYFFt9mu Z—) mmzo T1LT1X0 INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN sn INSTALLATIONS DETAILS INTO WOOD = No. 406 YP * = I L E C 0 inr. FOLDING SHUTTER CORP. 7^a�D SCALE : N.T.S. CC`�7 STATE OF TE=No ! ENCINt3a1N0 COMPANY 111t2 YAtRIM tLRH1a I1/f0 a TLVD P a aw m m wow aADDn n a1r WEST rAW STAt2l rt 3st54 90' "LOR`p ` I l a p1-.ml 14A t11ao-u3-wt 20-180 fifF •'•... ...•••�C `� G-OOOp19 �n.Mdp.AWYn�uln gMnNo No A WALTER A TTLLIT Jr. Pm P.E. pYTN1IIINNI\b FLORIDA Ua 1 44167 urwr n s _ _ SHEET T1 OF 13 (NO FINISH ALLORID) FLOOR MOUNTING INSTALLATION SECTION 7AW (BOTTOM) SCREWS(R% 2 1/2' TUN. PENETRATION AT MITIIODI (2') OF RAFIEN/IRU5S6 /4 'K4' (60113-16) FLAT" 'LATE W/ 1/410 K1' TO N/ 1/4"0 K1" TEX En 0e Me' IN BETWEEN TRUSSES #To K J SS SM.S. I NR/ 0.77J' LONG NOO' BUSKNO W/ A 0.150' LONG TOP SECTION OzOol 0.0. AND 0.245' LIL AND 0.22r LONG BOTTOM UK SEPARATION SECTION 022V O.D. AND TO CLASS 0.245' Ld (ONN •) SHM 131 2' L E.D. § I W F r ON � a OPTIONAL RAN GUARD (NOR-SiRUCEURAL) . ALTEI6NTE J/16' ALUM. POP RI1£i5 O 5' O.C. AT REAR. 1` 3 3111r N.UM. POP RIVETS "! O 10" O.C. BOTH SIDES EDGE OF SLAB F APPLICUI F 2W UK WOOD BECK REBORED (NO FINISH ALLOWED) IF LE t SEE LIMITATIONS FOR ® ON SHEET 2 NM FOR COMBINATION DF ccCTIpNc; 1- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 2- SEE SECTIONS Sw k 14W FOR MAX. A.S.D. DESIGN PRESSURE RATING & SPARS 7m'TING 2X ROOD lXll�lCIm Cis 2' YIN. ED. Y MIN, EO. ALT TRACK ADAPTER MOUNTING INSTALLATION SECTION 78W (BOTTOM) n4' CONE. PLATE REWD. TRUSSES OR RAFTER 25N' MN. WOOD AT 24' O.C. MAX. STUDS O 16" O.i ANCHORS OR 014TOD NDS WOSCREWS OR 11/4% EDGE (IF APPUG1iLA NOS LAG SCREWSI AT WDWADIH OF FA STW W/ 2 1/2' LON. TIONEADED PFNETWON INTO WOOD .1/4' MAX. PLYWOOD -EXISTING SOFFIT STUD ram- 110-3" SS, SAM W/ 1/2'4 r3/4' LONG NYLON BUSIDNTS (Typ. TOP) AND 1' LONG KS .)BOfTOY), E%CPf AT ROLLER HOUSING 'I INSTALLATIONS DETAILS -© 51 INTO WOOD or ®t o SCALE : N.T.5.4 �Iq\1n�11nULLglgj�� PLEADER TO TRUSS MOUNTING INSTALLATION 67 SECTION 8W (TOE. ; �;; sATEOF MAX. A.S.D. DESIGN PRESSURE RATING +60.0, YIN. SEPARA710M 70 GLASS —(SEE SD(ECULE ON SHEET 13) —WALL FINISH 1' K 4" . 1/6' 6DQ-Td CONT. AUJIMM TUBE or ®t 1, e� it; a 1/4'O K 3/4' TIX SC QW OR 1/4'-20 K 3/4• ' S.S. DOLTS W/ NUR Q Ile I WASHER O 6' O.C. UNT TO WOOD STUDS SCREW O 6' O.C. MOUNTING INSTALLATION SECTION 14W (BO OM) MAX. A.S.D. DESIGN PRESSURE RATING- +60.0. -60.0 PSF FLMDA KLDR O CODE (Mph A Non High modlr NWTIMW Zom 02020 TL7EW NC TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °PAWN AYI YJ IL ECOmc. FOLDING SNUM CORP. '/'°� =NO ! ENG:=% CONRaPANr 1M2 WARN Lunn am A. LLw DATE In ati a� Iwowl aNms a1N REST PAW FL 57101 � 2 u-o°oan oeARlNo No MIM No MOLTER A Jr. PE FIOItlOA R r ®sR KA[ PTO: mro• a Ua N157 �s n.o ■ _ _ SNQT 12 Of 13 AIAXIMIIM AND SLATS WIND PRESetIRE ( w CORRESPONDING SPANS SCHF111 AYIMLAI N F. rsm MMIWW SAE VANS A XMX UMOMr fPR� Fasm W a7w CON. ANCHOR t °ARAM TYPE SPACING 30 psf 144.0• 144 ft 1B0 Ib 60.0- 60' 88 Ib ft 9 35 psf 100.0 100- 148 Ib ft C1 6 144" 144- 210 Ib ft ` 60.0 60 100 Ib ft C2 12 40 psf 1 100.0 100' 167 Ib ft g 144 144' 240 lb ft 6 60.0 60.0" 115 Ib ft 9 80.0' 80.0" 154 Ib ft C3 6 46 psf 97.0' 97.0' 187 Ib ft 3 r. 115.0• 115.0" 221 Ib (t g 144_ 144' ft 276 Ib C4 50 psf 55 psf 70 psf 75 psf L+: MAXIMUM ALLOWABLE PRODUCT SPAN FOR A GIVEN POSME ASD DESIGN PRESSURE RATING. L-: MAK ALLOWABLE PRODUCT SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. FINAL MAXOWJM ALLOWABLE PRODUCT SPAN IS EQUAL TO THE 19BDdM DETERMINED PRODUCT - SPAN BETWEEN •L+' AND 'L-'. C_ ONNECTFON CAPACITY SCHEDULE (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE STEEL ANCHOR TYPE WOOD ANCHOR TYPE EAs B C A C E A C F - 388 LB/FT 157 LB/Fi 134 LB FT 256 LB/FT 397 LB/I LB FT - 418 LB/FT 236 LB FT 202 LB FT 383 LB FT 432 LB I FT - 786 L8 FT 142 LB FT 271 LB/FT 3 LB f LB FT - 362 LB FT P50 LB Fl 190 LB FT 318 LB FT 380 LB f LB - 419 LB/FT 312 LB FT 285 LB F7 353 LB FT 443 LB F LB/FT - 309 LB/FT 1�LB/Fr134 LB/FF 257•LB 329 LB/LB/FT - 375 LB/FT 2202 LB/FT 298 LB/FT 405 LB/LB FF LB/FF - - 572 LB FT 370 LB/FT 3304 157 LB/FT LB/FT 134 LB/FT 418 LB FT 256 LB/FT 631 LB/F 393 LB/F LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 Lg/F 444m-- 682 LB FT 389 LB FT 364 LB FT go —own .753 LB F 'LBF1 FT' LB/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/F - .334 LB/FT _122 LB/F7 1 25 LB/FT 214 LB/FT 155 LB/F MC6 ._ ._� - -�--• �.: -- —'.. 487 LB/FT — wig. 323 LB/FT - - 3 1522 LB/FT 975 LB 648 LB/FT - 4 269 LB/FT 301 LB/FT 183 LB/FT _ C7 3 358 LB/FT 402 LB/FT 244 LB/FT - 2 1 - - _ 12 491 LB/Ff . 596 LB/FT; .409 LB/Ff - C8 8 736 LB/FT: 894 LB/FT..614 LB/FT - 6 1982 LB/FT 11194 LO/Frl B19 LB/FT - MIN. SEPARATION TO GLASS SCHEDLIL SLAT I HIGH VELOCITY NON HIGH VELOCITY SPAN HURRICANE ZONE HURRICANE ZONE 0 ZONE t 2 3 1 ZONE 4 W-10" AS LESS 2 1/2" 1' 2 5/8' >5'-10" TO 8'-3" 2 5/8" ♦ 1" 2 3/4"♦ >8'-3' TO 12'-0' 3 1/2" 1' A AS DEFINED BY ASTM E-1996 STANDARD. ♦ EXCEPT THAT 3 5/6" SHALL BE USED FOR MOUNTINGS AS PER SECTIONS 3. 4, 4A & 7A. Tin Lt1/1-1102 207 LB/FrI 153 414 LB/FT 307 114 LB/FT 153 152 LB/FT 204 305 265 LB/FT_168 397 LB/FT 252 530 LB/FT 336 CONNECTION CAPAGITI' SGHrnuiF (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) FOR SHORTER E.D. (2- FORNA,R21 /2 CFORRETE B & 2L0CK 1/4" FOR C ANCHORS) THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE NNECTION TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK " ANCHOR TYPE .AS�rc ` B C A C Clr 9 3 41 1V8' = 38B LB FT _ 134 LB FT w-4*107FT 418 LB 202 LB FT 12 375 LB/FT - 334 LB/FT - 142 LB/FT C2 9 417 LB/FF I - 362 LB/FT - 190 LB/FF 6 502 LB FT I - 419 LB/FT - 285 LB/FT 9 372 LB/Fr - 309 LB/F1 — 134 LB/FF C3 6 469 LB/FT - 375 LB/Fr - 202 LB/FT 3 760 LB/FT - 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/FF 3 9 912 LB/FT 226 LB/Fr - — 682 LB/F7 ;224 LB/FT - - 364 LB/FT 83,LB/Ff CS 6 339 LB/FF. - 334 LB/FT - 125 LB/Ff 3 9 681 lB/FT 221 LB/FT - 251 LB/FT 670 LB/FT 215 LB/Fi - - 250 LB/FT C6 6 332 LB/FT 378 LB/FT 323 LB/FT 3 .663 LB/Ff 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 CB 12 388 LB/FT. 460 LB/FT 409 LB/Fr 8 582 LB/FT 691 LB/FT 614 LB/FT 6 777 LB/FT 921 LB/FT 819 — .— ANCHORS SCHEDULE OSEE GENERAL NOTE C.2 ON SHEET 1 ANCHORS TYPE ANCHORS DESCRIPTION MIN. E.D. MIN. SPACING CONC: C.BLOCK WOOD STEEL CONC. C.BLOC WOOD STEEL ojra_A ' _ 1/4`0 TAPCON W/ ADVANCED THREADFORM TECHNOLOGY 3.50' 2.50" 0 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" m CRETE-FLEX 3.00' 3.00' 0 N/A 3.00" 3,00" N/A N/A E 1/4" 0 ITW-BUILDER TEK SCREWS N/A N / A N/A `N/A N/A N/A 2.00' F#14 NOS WOOD SCREWS OR1 4" NOS LAG SCREWS N/A N/A R qN/A N/A N/A 2.00' N/A tNa..... • .F7 \ZENSF o. 44167 7/r o'• STATE OF FWRM 80ILDN0 CODE (N►Db & Non NOL Volodly Nurft= Zom) Z;= Tanu w- TITAN II FOLDING IMPACT PROTECTIVE SYSTEM 0"" m FOLDING SHUTTER CORP. 7/10/2= L ETC O L� Ian Mum LIAM Cm AL aw aAa INo a ENaIIFARINo cow ANr L b M MbN rIaO4, af� ®Xm-lao . rr . Palen -,al WM RU MACK FL 331W roe teao-w-mt 20-190 -molk NbaoOool,commis �.6Mi�hWlen,cem aRARMO IN ILTER A�L J k. P.E. m� SM 13 OF 13 T.ORIOA UC 441a7 _ ou r►p n e